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Plans MST2019-00041-8933 SW ELENA LN MST2019-00048-8895 SW ELENA LN mit MST2019-00042-8929 SW ELENA LN MST2019-00049-8891 SW ELENA LN MST2019-00043-8925 SW ELENA LN MST2019-00050-8887 SW ELENA LN MST2019-00045-8921 SW ELENA LN MST2019-00051-8883 SW ELENA LN MST2019-00046-8917 SW ELENA LN MST2019-00052-8879 SW ELENA LN Mile k� MST2019-00047-8$99 SW ELENA LN __ MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B1703790 Lennar OFFICE COPY The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K5621849 thru K5621900 My license renewal date for the state of Oregon is December 31,2019. 4('W- PROFFss ,�`� �NGINE`cR /02� 89200PE 1 OREGON t.$, <0 14, 20 P �FRRII.L� January 18,2019 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty 'Ply 'Lennar y K5621849 B1703790 A04 HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:26:57 2019 Page 1 I D:ddyJ IzQd19_F46arEDm nsXyJ W7Z-VXoS0f3EDOzP0aTY6De414Y4gSuzquISrwbpFQzu9oy 11-10-15 27-5-8 A-0-0, 9-10-4 .11-6-8 16-7-0 i 19-6-022-5-026-0-12 27--i 32-5-10 35-6-2 38-10-6 1-0-0' 9-10-4 '1-8-4 ' ' 4-8-1 2-11-0 2-11-0 3-11-12 237-E;1- 91 5-0-2 3-0-6 3-0-0 0-4-7 0-4-7 Scale=1:76.5 8x812x12 1:1 4x6 =__ 34 6.00':124, ;-.27 5 28..29 3B1 32 633 35 36 '�, 4x6 =26 z��,, - 837 5x12 MT18H W q ,;Q4,: 389 d N 7x14 MT18H 25 •••Y`' 4x6 „ '� 24 - 5 39 10 ;\ d, - . - 41'---1$ -'m. fl i _ - - tf - ."ora ,,•;1 - _ _a 8x12 =__ v 7x14 MT18H=_= 16 40 41 15 42 14 43 13 11 18 5x12 MT18H=_= 5x12 MT18H=__ 3x6 „ 5x12 MT18H=_= 4x12 =_= 8x8=__ 3.00 112 32-7-6 5-3-10 32-5-10 0,7-12 4-2-14 50,-03-.: 9-10-0 16-7-0 22-5-026-4-12 31-3-13 323-13.. 38�F-0 38.10.6 0-7-12 3-7-2 0-9-33 4-6-9 6-8-12 5-10-0 3-11-12 4-11-1 1-0-0"' 5-8-13 OE-2 0-3-9 0-1-13 0-1-13 Plate Offsets(X,Y)-- [2:0-2-12,0-2-4],[3:0-2-8,0-1-12],[4:0-3-8,0-2-8],[7:0-3-8,0-5-0],[9:0-4-8,0-2-4],[11:0-3-2,Edge],[11:0-4-0,0-7-5],[13:0-2-3,0-1-0],[14:0-3-9,0-2-4],[15:0-6-0 ,0-1-8],[15:0-1-12,0-1-0],[15:0-1-12,2-8-01[16:0-2-4,0-1-01 116:0-5-8,0-2-81,_117:0-6-4,0-4-4],119:0-2-3,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.44 15-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.83 14-15 >558 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.49 11 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:282 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 end verticals,and 4-7:2x6 DF No.2 2-0-0 oc purlins(2-7-6 max.):4-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-16,6-13,9-11 2-17,11-13,7-12:2x4 DF No.1&Btr G,14-15:2x12 DF SS MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=2512/0-5-8,11=2407/0-3-14 Max Horz 18=131(LC 11) Max Upliftl8=-475(LC 12),11=-443(LC 13) Max Grav18=3106(LC 31),11=2940(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-24=-6304/986,24-25=-6197/987,3-25=-6166/998,3-26=-4378/754,4-26=-4213/776, 4-27=-4656/861,27-28=-4674/860,5-28=-4688/862,5-29=-4660/854,29-30=-4660/854, 30-31=-4660/854,31-32=-4660/854,32-33=-4660/854,33-34=-4660/854,6-34=-4660/854, 6-35=-3880/776,35-36=-3865/775,7-36=-3847/775,7-8=-6547/1196,8-37=-6319/1078, 37-38=-6423/1077,9-38=-6461/1069,9-39=-290/108,10-39=-404/102,10-11=-385/120 BOT CHORD 16-17=-933/5718,16-40=-498/3741,40-41=-498/3741,15-41=-498/3741, 15-42=-555/4660,42-43=-555/4660,14-43=-555/4660,13-14=-555/4660, 12-13=-492/3901,11-12=-691/4388 �(AO PROFFe, WEBS 2-18=-3045/591,2-17=-795/5544,8-12=-509/220,3-17=-194/1550,3-16=-2235/496, 4-16=-131/344,7-12=-498/2831,5-15=-1263/395,4-15=-266/1848,6-14=0/363, `CO NGINFF //, 7-13=-71/844,6-13=-1818/257,9-11=-5330/876,9-12=-165/1600 �iS? vp�y •T -v9 NOTES- 89200PE r 1)Wnd:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-10,Interior(1)2-10-10 to 6-2-10,Exterior(2)6-2-10 to 17-2-9,Interior(1) /''' 17-2-9 to 21-9-7,Exterior(2)21-9-7 to 32-9-6,Interior(1)32-9-6 to 34-9-15,Exterior(2)34-9-15 to 38-8-9 zone;cantilever left and right --L • • 4211, •• • exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 7 OREGON Ix `tC,� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 `. 4,9}, 2 ,‘3)Unbalanced snow loads have been considered for this design. Q 14 t� �4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ' _ non-concurrent with other live loads. 7b1 R iL`- 5)200.OIb AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. 6)Provide adequate drainage to prevent water ponding. EXPIRES: 12-31-2019 7)All plates are MT20 plates unless otherwise indicated. 8)All plates are 2x4 MT20 unless otherwise indicated. January 18,2019 Continued on page 2 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty 'Ply 'Lennar K5621849 81703790 A04 HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.220 s Dec 15 2018 Mirek Industries,Inc. Fri Jan 18 07:26:57 2019 Page 2 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-VXoS0f3EDOzP0aTY6De414Y4gSuzquISrwbpFQzu9oy NOTES- 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,with BCDL=10.0psf. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Bearing at joint(s)18,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)18=475,11=443. 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 166 lb up at 11-8-10,221 lb down and 139 lb up at 14-0-12,259 lb down and 158 lb up at 16-0-12,259 lb down and 158 lb up at 18-0-12,259 lb down and 158 lb up at 19-6-0,259 lb down and 158 lb up at 20-11-4,259 lb down and 158 lb up at 22-11-4,and 221 lb down and 139 lb up at 24-11-4,and 131 lb down and 177 lb up at 27-3-6 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=-64,17-18=-20,16-17=-20,13-16=-20,12-13=-20,11-12=-20 Concentrated Loads(Ib) Vert:4=-119 7=-32 27=-155 28=-189 31=-189 32=-189 33=-189 35=-189 36=-155 42=-100 43=-100 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not lot a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,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 'Lennar j K5621850 B1703790 A05 HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:23:40 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-mdOzglhfcs9MuJvh3LcupXuTe1 gDAtgSYnNurLzu9s1 -1-0-0 5-0-2 , 11-6-8 .13-10-15 L 16-6-0 , 22-6-0 , 25-1-1 , 33-11-14 38-6-13 38-10-6 1-0-0' 5-0-2 6-6-6 ' 2-4-7 ' 2-7-1 6-0-0 ' 2-7-1 8-10-13 4-6-15 0-39 Scale=1:74.0 8x8: 9 5 2x4 li 2x4 i8x8- 6.00 112 4 6 7 24 2426 27 28 29 30 31 43834 35 4,P-----,-,---.„ 36 3x4 3x4 10 c d 22 3 37 o r., 9x16 MT18H ;i 21 9x16 MT18H 11 q 1 'fQi _____ ____..___�-ate ti- -_e -�___ '-'-moo-o --'r+ 39 20 19 18 17 38 16 15 14 13 12 5x12 MT18H=__ 5x8=_= 3x4=_= 8x8=_= 3x4=_= 5x8=__ 4x8 ,, 5x8 8x8 ==_ 5-0-2 , 11-6-8 16-6-0 22-6-0 22,9-9 27-5-8 33-11-14 38-10-6 ' 5-0-2 6-6-6 4-11-8 6-0-0 0-39 4-7-15 6-6-6 4-10-8 Plate Offsets(X,Y)-- [2:Edge,0-3-9],[3:0-1-12,0-1-8],[4:0-4-0,0-3-4],[8:0-4-0,0-3-4],[10:0-1-12,0-1-8],[11:1-2-0,0-3-8],[12:0-0-0,0-1-13],[13:0-3-9,0-1-12],[15:0-2-4,0-2-4], 117:0-2-4,0-2-41,119:0-3-9,0-2-01,120:0-0-0,0-1-131 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 0.69 Vert(LL) -0.35 14-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.56 14-15 >829 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.16 12 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-S Weight:257 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 2-5-11 oc purlins, except 4-8:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(3-5-4 max.):4-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-1-2 oc bracing. WEBS 2x4 DF Std G*Except* MiTek recommends that Stabilizers and required cross bracing 15-17:2x12 DF SS,2-19,11-13:2x4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=2200/0-3-14,20=2243/0-5-8 Max Horz 20=186(LC 9) Max Upliftl2=-350(LC 13),20=-403(LC 12) Max Grav12=2885(LC 31),20=2930(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-4105/1030,21-22=-3886/1031,3-22=-3884/1039,3-23=-4218/1215, 4-23=-4053/1229,4-24=-4250/1494,24-25=-4250/1494,6-25=-4250/1494, 6-26=-4250/1494,26-27=-4250/1494,27-28=-4250/1494,28-29=-4250/1494, 29-30=-4250/1494,30-31=-4250/1494,31-32=-4250/1494,32-33=-4250/1494, 7-33=-4250/1494,7-34=-4250/1494,34-35=-4250/1494,8-35=-4250/1494, 8-36=-3967/1227,10-36=-4252/1214,10-37=-3840/1031,11-37=-4055/1022, 2-20=-2873/810,11-12=-2829/741 BOT CHORD 18-19=-816/3571,17-18=-905/3675,17-38=-1008/4191,16-38=-994/4212, 16-39=-989/4186,15-39=-1006/4161,14-15=-901/3707,13-14=-819/3537 cO PROF (� WEBS 6-17=-780/302,4-17=-220/1383,7-15=-767/306,8-15=-226/1310,3-18=-135/378, .`f� �c>f-A 3-19=-661/251,2-19=-776/3467,10-14=-135/421,10-13=-740/274,11-13=-813/3500 �s5 ,G GINE`•• V/O, NOTES-d ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS �� 89200PE 9V (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-10,Interior(1)2-10-10 to 8-5-0,Exterior(2)8-5-0 to 17-0-7,Interior(1) 17-0-7 to 21-11-9,Exterior(2)21-11-9 to 30-7-0,Interior(1)30-7-0 to 34-9-15,Exterior(2)34-9-15 to 38-8-9 zone;cantilever left and right /"0"• exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip -L - • (KAP -• • DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 �yL , OREGON ivy 3)Unbalanced snow loads have been considered for this design. �� 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs /O-'4Y 14 20 �. non-concurrent with other live loads. /y� Qj L6)5)200.OIb AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. R R 10.- 6) Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. EXPIRES: 1�'$1-2019 8)The Fabrication Tolerance at joint 12=2%,joint 11=2%,joint 11=2% 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 18,2019 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIf-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Lennar K5621850 B1703790 A05 HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fn Jan 18 07:23:41 2019 Page 2 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-FgyLtehHN9HDWSUtd277MIQe0ROSvK4cnR6SNnzu9s0 NOTES- 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,with BCDL=10.0psf. 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 350 lb uplift at joint 12 and 403 lb uplift at joint 20. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)168 lb down and 103 lb up at 13-11-9,104 lb down and 66 lb up at 16-0-12 ,104 lb down and 66 lb up at 18-0-12,104 lb down and 66 lb up at 19-6-0,104 lb down and 66 lb up at 20-11-4,and 104 lb down and 66 lb up at 22-11-4,and 268 lb down and 162 lb up at 25-0-7 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:1-2=-64,2-4=-64,4-5=-64,4-8=-64,8-9=-64,8-11=-64,12-20=-20 Concentrated Loads(Ib) Vert:24=-90 25=-69(F)28=-69(F)30=-69(F)32=-69(F)34=-69(F)35=-190 38=-100 39=-100 ®WARNING-Verify design parameter's and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �T a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,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 Lennar y K5621851 B1703790 A06 GABLE 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:23:43 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-BC361KjYunXxlmeGkT9bRAW77FtUNKZuEIbYSgzu9s_ -1-0-0 14-10-024-2-0 38-10-6 1-0-0' 14-10-0 9-4-0 14-8-6 Scale=1:69.7 3x6=__ 3x6=__ 1011 12 13 14 50 15 16 17 9 ;fix'* #------' #,0 : 6.00 112 49 d 5 -�'`--` 21 oS ;:-. . - 5222 05 4x6 484 :'_ 4x6 3 24 co 4 '.' 4---f},- 'd' f4 *________* - '9. 9 '9` .9-,„, '9' 9-. _. 4. 9- 4 1- -9 'fSr___'p' r 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 3x4=== 3x6=== 3x4=__ 38-10-6 ' 38-10-6 Plate Offsets(X,Y)-- [10:0-3-0,0-2-11,_116:0-3-0,0-2-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) 0.00 1 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.01 25 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-RH Weight:264 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):10-16. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G WEBS 1 Row at midpt 13-36,12-37,11-38,14-34,15-33 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 38-10-6. (Ib)- Max Horz 46=164(LC 9) Max Uplift All uplift 100 lb or less at joint(s)46,25,36,37,38,39,40,41,42, 43,44,34,33,32,31,30,29,28,27 except 45=-214(LC 12),26=-204(LC 13) Max Gray All reactions 250 lb or less at joint(s)46,25,38,45,33,26 except 36=265(LC 30),37=275(LC 30),39=257(LC 31),40=268(LC 31),41=266(LC 31), 42=267(LC 31),43=263(LC 31),44=279(LC 31),34=271(LC 30),32=253(LC 31), 31=267(LC 31),30=266(LC 31),29=267(LC 31),28=265(LC 31),27=273(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-98/292,10-11=-88/286,11-12=-88/286,12-13=-88/286,13-14=-88/286, 14-50=-88/286,15-50=-88/286,15-16=-88/286,16-17=-96/291 WEBS 2-45=-75/321,24-26=-75/280 e NOTES- ntD PROF 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS ,r\<(,t` css (envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-10-10,Exterior(2)2-10-10 to 10-11-6,Corner(3)10-11-6 to 18-8-10, Gj ENGINE” /O Exterior(2)18-8-10 to 20-3-6,Corner(3)20-3-6 to 28-0-10,Exterior(2)28-0-10 to 34-9-15,Corner(3)34-9-15 to 38-8-9 zone;cantilever �� v /1,, left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber '9' DOL=1.60 plate grip DOL=1.60 (' 89200PE r 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 C_ / ' 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �y � G OREGON �(/ non-concurrent with other live loads. �� 6)Provide adequate drainage to prevent water ponding. YZ 7)All plates are 2x4 MT20 unless otherwise indicated. ,O 14, 4V` 8)Gable requires continuous bottom chord bearing. 'RRIt„`• 9)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 10)Gable studs spaced at 2-0-0 oc. EXPIRES: 12-31-2019 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 18,2019 Continued on page 2 ®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 'x 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/D.11 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 'Lennar K5621851 B1703790 A06 GABLE 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:23:44 2019 Page 2 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-fOdUVgkAf4foNwDS IBgq_N2HsfDj6np2TPL6z6zu9rz NOTES- 12)*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. 13)A plate rating reduction of 20%has been applied for the green lumber members. 14)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)46,25,36,37,38,39,40,41,42,43,44,34,33,32,31,30, 29,28,27 except(jt=lb)45=214,26=204. 15)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OMINIM 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 MiTekm connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty 'Ply Lennar 1 K5621852 81703790 A07 GABLE 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:23:46 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W 7Z-bnIEwLIQBivWcEMrQbj I3o8dMSuDah9LxigD2?zu9rx -1-0-0 15-0-8 23-11-8 38-10-6 1-0.0' 15-0-8 8-11-0 14-10-14 Scale=1:69.1 3x6 =__ 3x6=__ 10 11 12 13 14 sn 15 16 17 6.00[12 ,.d ...:;d: 18 8 " d.f.:',. 51 19 .sr6 a . d_ 484 _ 4x6- 24 -_ s:: 53 1 ;1, '1; .,.ir/`--''-Fsi` '>1' 6 -6 6 4 i!• ''' 4• 41-rr, 4 Y6-- -d' s` 4 til -4' +f '4---'if . 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 3x4 =_= 3x6 =_= 3x4=__ 38-10-6 , ' 38-10-6 Plate Offsets(X,Y)-- 00:0-3-0,0-2-11116:0-3-0p-2-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) 0.00 1 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 Rep Stress'nor YES WB 0.24 Horz(CT) 0.01 25 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-RH Weight:264 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):10-16. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 DF Std G 10-0-0 oc bracing:45-46,25-26. WEBS 1 Row at midpt 13-36,12-37,11-38,14-34,15-33 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 38-10-6. (Ib)- Max Horz 46=166(LC 9) Max Uplift All uplift 100 lb or less at joint(s)46,25,36,37,39,40,41,42,43, 44,34,32,31,30,29,28,27 except 45=-208(LC 12),26=-194(LC 13) Max Gray All reactions 250 lb or less at joint(s)46,25,38,45,33,26 except 36=263(LC 30),37=281(LC 30),39=265(LC 31),40=268(LC 31),41=266(LC 31), 42=267(LC 31),43=263(LC 31),44=280(LC 31),34=277(LC 30),32=260(LC 31), 31=268(LC 31),30=266(LC 31),29=267(LC 31),28=264(LC 31),27=274(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-105/318,10-11=-95/310,11-12=-95/310,12-13=-95/310,13-14=-95/310, 14-50=-95/310,15-50=-95/310,15-16=-95/31q,16-17=-105/318 WEBS 2-45=-82/292,24-26=-69/255 ���p P R OFF cS NOTES- L s 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 5,b �C.NG'INEF9 /0 (envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-10-10,Exterior(2)2-10-10 to 11-1-14,Corner(3)11-1-14 to 18-11-2, ?/ Exterior(2)18-11-2 to 20-0-14,Corner(3)20-0-14 to 27-10-2,Exterior(2)27-10-2 to 34-9-15,Corner(3)34-9-15 to 38-8-10 zone; 89200PE -V cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry gair�� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. _ 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 Q 4)Unbalanced snow loads have been considered for this design. OREGON 4, 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 4 N non-concurrent with other live loads. /Q A9 y 14 2.0t� 6)Provide adequate drainage to prevent water ponding. �` 7)All plates are 2x4 MT20 unless otherwise indicated. MFR R IL\-- 8)Gable requires continuous bottom chord bearing. 9)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). EXPIRES: 12-31-2019 10)Gable studs spaced at 2-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 18,2019 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. milrt Design valid for use only with MiTekiS 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/1-P11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty 'Ply 'Lennar K5621852 B1703790 A07 GABLE 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:23:47 2019 Page 2 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-3zJd8hm2y?1MENx1zJEXcOgo6sESJ8PU9MZmaRzu9rw NOTES- 12)*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. 13)A plate rating reduction of 20%has been applied for the green lumber members. 14)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)46,25,36,37,39,40,41,42,43,44,34,32,31,30,29,28, 27 except(jt=lb)45=208,26=194. 15)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,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 'Lennar x K5621853 B1703790 A08 California 3 1 Job Reference loptional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:23:49 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ WIZ-OMRNZNolUdH4Th5Q5kG?hRmw5gnKnx7ndg2teJzu9ru -1-0-0. 9-10-4 16-5-3 16.11.7 22-0-9 22-6-13 26-4-12 31-5-10 36-6-8 . 39-0-0 40-0-0 1-0-0' 9-10-4 6-6-15 0.6-4 5-1-2 0-6-4 3-9-15 5-0-14 5-0-14 1 2-5-8 1-0-0' Scale=1:74.8 5x6 =__ 6.00 112 6x8 6 28 _ 29 7 30 �-------------- ,, ,i- 3x4 5x10 8 26 ,; 32 3x8 q 5 - 9 3x4 . .`°0 : 10 3x6 v ly';' °' " - 3311 4x12 23 4x6 _____ 12 -As:___- - 13 16 _ :.:" i }i'irn -� 7x14 MT18H=_= 34 35 5x12 =__ 20 19 18 17 15 14 22 3x6 5x12 MT18H=_= 3x8=_= 3x4=_= 5x6_= 5x12 MT18H===2x4 ;; 3.00;12 39-0-0 5-1-14 9-10-4 16-5-3 22-6-13 26-4-12 31-5-10 36-6-8 37.0-0 5-1-14 4-85 6-6-15 6-1-9 3-9-15 5-0-14 5-0-14 05-8 2-0-0 Plate Offsets(X,Y)-- [2:0-3-0,0-1-12],[3:0-2-4,0-1-8],[5:0-1-12,0-1-8],[6:0-4-0,0-2-8],[7:0-4-0,0-1-12],[8:0-1-12,0-1-8],[10:0-1-12,0-1-8],[11:0-3-4,0-1-8],[16:0-5-12,0-3-0], [17:0-3-0,0-3-01,120:0-5-12,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.21 20 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.64 Vert(CT) -0.47 19-20 >932 180 MT18H 220/195 TCDL 7.0 Rep Stress!nor YES WB 0.67 Horz(CT) 0.25 15 n/a n/a BCLL 0.0 * Code 1602015/TP12014 Matrix-RH Weight:249 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 end verticals,and 6-7:2x6 DF No.2 2-0-0 oc purlins(4-10-1 max.):6-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-20,5-19,7-19,8-18 7-19,11-16,2-21:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 22=1775/0-5-8,15=2015/0-5-8 Max Horz 22=-170(LC 10) Max Uplift22=-573(LC 12),15=-638(LC 13) Max Grav22=2338(LC 31),15=2668(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-23=-4796/1197,23-24=-4716/1197,3-24=-4710/1207,3-25=-3306/928,4-25=-3085/942, 4-5=-3060/944,5-26=-2755/914,26-27=-2565/925,6-27=-2518/933,6-28=-2309/900, 28-29=-2309/900,29-30=-2309/900,7-30=-2309/900,7-31=-2426/927,8-31=-2541/922, 8-32=-2579/854,9-32=-2625/844,9-10=-2758/842,10-33=-3259/798,11-33=-3387/780, 2-22=-2288/672 BOT CHORD 20-21=-1180/4358,20-34=-746/2873,19-34=-746/2873,19-35=-497/2200, 18-35=-497/2200,17-18=-479/2350,16-17=-619/3015,15-16=-283/285 G WEBS 3-21=-278/1226,3-20=-1691/497,5-19=-761/304,6-19=-54/555,7-19=-123/343, �```GD PR pp 7 18=-139/529,8-18=-384/225,10-17=-779/195,11-16=-796/3226,11-15=-2490/666, V!``_`�,iNE C � SO 2-21=-1006/4219 ���.� V` ..4? .* 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 89200PE (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-13,Interior(1)2-10-13 to 11-0-13,Exterior(2)11-0-13 to 27-11-3, Interior(1)27-11-3 to 36-1-3,Exterior(2)36-1-3 to 40-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C �i(1.0 /�.< for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 - Jr `7`%"���✓✓"-- __ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 • (r 3)Unbalanced snow loads have been considered for this design. -y7 OREGON 4/ 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 4. 2! NI' non-concurrent with other live loads. 'Q 4k 14, 2��y 4 5)Provide adequate drainage to prevent water ponding. r6 V 6)All plates are MT20 plates unless otherwise indicated. 41`�l R i tv. 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 EXPIRES: 12-31-2019 fit between the bottom chord and any other members,with BCDL=10.Opsf. 9)A plate rating reduction of 20%has been applied for the green lumber members. January 18,2019 Continued on page 2 ®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 MiTekm connectors.This design is based only upon parameters shown,and is for an individual building component,not ` a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/TPN 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,VA22314. Corona,CA 92880 • Job Truss Truss Type 'Qty 'Ply 'Lennar K5621853 B1703790 A08 California 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:23:49 2019 Page 2 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-OMRNZNoIUdH4Th5Q5kG?hRmw5gn Knx7ndg2teJzu9ru NOTES- 10)Bearing at joint(s)22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)22=573,15=638. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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)295 lb down and 358 lb up at 17-0-2,and 295 lb down and 358 lb up at 21-11-14 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:1-2=-64,2-6=-64,6-7=-64,7-12=-64,12-13=-64,21-22=-20,20-21=-20,17-20=-20,16-17=-20,15-16=-20,14-15=-20 Concentrated Loads(Ib) Vert:28=-196 30=-196 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty 'Ply 'Lennar ; K5621854 B1703790 A09 CALIFORNIA 5 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:23:52 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-Qx6WBPgBnYffK9q?msgi I30YxtoL_HVDJeHXFezu9rr 18-11-720-5-0 39-0-0 -.1-043 4-11-2 9-104 16-0-0 18-7-0 .20-0-9. 23-0-0 26-0-12 31-5-10 36-6 ,38-8-7 ,40-0-0 1-0-0' 4-11-2 4-11-2 6-1-12 2-7-0 0-4-7 0-4-7 2-7-0 3-4-12 5-0-14 5-0-14 '2-1-15 '1-0-0' 1-1-2 0-3-9 Scale=1:82.0 5x6 5x6 2x4 II 7 rag-,8 3132 2x4 II 6 3x4 29 : :.@' '' -- .---- .;:., 3x4 3x8 2g 10 3x8 33 6.00 r12 4 5 ,- 11 3x6 di 3x6 d r i1 .. '.' .` 4x12 27 3 35 4x12 26 '`' 13 4x6 24 ----- '.Z*, " o, + a :.4:1:-- 19� -- ,®�--' =''' J 1i,, 7x14 MT18H=_= 36 37 38 39 40 8x12=_= 17" 23 22 21 20 18 16 253x8 i'', 3x8 i! 5x12 MT18H Zr: 3x4 - 5x12 MT18H=_= 8x12 =__ 8x12 =_= 5x6== 2x4 I I 3.00 112 4x4 =__ 39-0-0 5-1-14 9-10-4 16-0-0 : 23-0-0 26-4-12 31-5-10 36.6-8 38-7-0 5-1-14 4-8-6 6-1-12 7-0-0 3-4-12 5-0-14 5-0-14 2-0-12 0-4-12 Plate Offsets(X,Y)-- [2:0-3-0,0-1-12],[3:0-2-4,0-1-8],[5:0-1-12,0-1-8],[8:0-2-8,0-2-8],[10:0-1-12,0-1-8],[13:0-3-12,0-1-8],[17:0-1-12,0-1-12],[19:0-6-0,0-3-11],[21:0-5-13,0-2-4], [22:0-2-4,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.24 22-23 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.50 22-23 >912 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.28 17 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-AS Weight:288 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 7-8:2x6 DF No.2 2-0-0 oc purlins(5-1-13 max.):7-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-23,12-20,6-22,5-22,9-21 2-24,13-19,7-22,8-21:2x4 DF No.1&Btr G,21-22:2x12 DF SS MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 25=1756/0-5-8,17=1842/0-7-12 Max Horz 25=179(LC 16) Max Uplift25=-286(LC 12),17=-295(LC 13) Max Grav25=2392(LC 31),17=2508(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-26=-4955/542,26-27=-4876/544,3-27=-4832/552,3-4=-3508/461,4-5=-3263/463, 5-28=-3031/425,28-29=-2883/427,6-29=-2872/438,6-7=-2977/560,7-30=-2264/466, 30-31=-2264/466,31-32=-2264/466,8-32=-2264/466,8-9=-2821/532,9-10=-2902/459, 10-33=-3068/441,11-33=-3085/430,11-12=-3201/423,12-34=-4263/465, 34-35=-4289/453,13-35=-4350/447 BOT CHORD 23-24=-601/4511,23-36=-287/3047,22-36=-287/3047,22-3726/2764 37-38=-214/9984 _ 38-39=-26/2264,39-40=-26/2264,21-40=-26/2264,20-21=-105/2742,19-20=-235/3939, 18-19=-122/1381,17-18=-118/1352P, 'O PR0 WEBS 3-23=-1666/365,3-24=-124/1246,12-20=-1469/250,12-19=0/953,13-18=-311/87, 2-25=-2336/404,2-24=-413/4371,13-19=-174/2518,6-22=-595/293,5-22=-678/285, Cj ��GINES. /0 9-21=-319/184,7-22=-301/1314,8-21=-260/1001,10-21=-609/273,13-17=-2705/338 lc? 14? ?i9 NOTES- 89200PE i 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 2-10-13,Interior(1)2-10-13 to 12-11-4,Exterior(2)12-11-4 to 26-2-15, ." /�-. Interior(1)26-2-15 to 36-1-3,Exterior(2)36-1-3 to 40-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C - ` �T•%"�••.rr��"-- __ 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=1.10 7, 4,OREGON 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 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs /O -9y 14, ZO � Q. non-concurrent with other live loads. /�� 5)200.OIb AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. n RI L 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. EXPIRES: 12-31-2019 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 18,2019 Continued on page 2 IMMO ®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 Nat a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty 'Ply Lennar K5621854 81703790 A09 CALIFORNIA 5 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:23:52 2019 Page 2 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-Qx6WBPgBnYffK9q?msgi130YxtoL_HVDJeHXFezu9rr NOTES- 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Bearing at joint(s)25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)25=286,17=295. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)91 lb down and 59 lb up at 19-0-2,and 91 lb down and 59 lb up at 19-11-14 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:1-7=-64,7-8=-64,8-14=-64,14-15=-64,24-25=-20,23-24=-20,20-23=-20,19-20=-20,18-19=-20,16-18=-20 Concentrated Loads(Ib) Vert:37=-100 40=-100 NM= 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 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/TPH 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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Lennar s K5621855 B1703790 A10 ROOF SPECIAL 10 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:23:53 2019 Page 1 I D:ddyJ IzOd 19_F46arE D m nsXyJ W 7Z-u7g uOlrpYm Wyl P B KaLxrHwk4H 85j iXNY104o5zu9rq 20-5-0 -1-0-0 4-11-2 9-10-4 16-0-0 , 18-7-0 19-6-0 , 23-0-0 26-4-12 j 31-5-10 j 36-6-8 , 39-0-0 40-0-0 1-0-0' 4-11-2 4-11-2 6-1-12 ' 2-7-0 0111-0 ' 2-7-0 3-4-12 5-0-14 5-0-14 ' 2-5-8 1-0-0' 0-11-0 Scale=1:78.2 3x6 =__ 3x6 3x6 6.00 12 7 8 9 2x4 :,: ---'4Z'--,'i .:-.. 2x4 6 10 29 ,--:11-- 77,:,,.., 30 3x4 3x4: 28 = 31 11 3x6 3x6 4 5 12 3x6 4 :'0`4'.. �= 13 3x6: , X,. 32 _- 14 4x6 4x6 2 _ _' _ ° 1516 1 - --------------- -- ' _' ---._� �;; 25 : ._'-b' '':6 r; .[p a k'' - - 20 _�m7 ?'-- 8x12 =_= 24 23 33 34 35 22 36 21 5x8 =_= 18 y 19 17 26 2x4 ! 5x12 MT18H=_= 8x12 =_= 3x8 H 3x8 8x12 =_= 5x6=� 5x6=_= 2x4 I 3.00[12 4x4==_ 5-1-14 . 9-10-4 16-0-019-6-0 23-0-0 , 26-4-12 31-5-10 36-6-8 ; 39-0-0 5-1-14 4-8-6 6-1-12 f 3-6-0 3-6-0 3-4-12 i 5-0-14 i 5-0-14 ' 2-5-8 Plate Offsets(X,Y)-- [2:0-2-12,0-2-0],[5:0-1-12,0-1-8],[7:0-2-0,0-1-8],[8:0-3-0,Edge],[9:0-2-8,0-1-8],[11:0-1-12,0-1-8],[13:0-2-12,0-1-8],[14:0-4-0,0-1-12],[15:0-3-0,0-1-12], L18:0-1-8,0-1-121,"20:0-4-0,0-3-41,-121:0-3-0,0-3-0],[22:0-5-13,0-2-4],[23:0-2-4,0-2-4],[25:0-6-0,0-3-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.24 23-24 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -0.54 23-24 >852 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.24 17 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-RH Weight:288 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-25,14-20,7-23,9-22:2x4 DF No.1&Btr G,22-23:2x12 DF SS 8-5-5 oc bracing:24-25. WEBS 1 Row at midpt 13-21,6-23,5-23,10-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 26=1799/0-5-8,17=1799/0-5-8 Max Horz 26=-193(LC 10) Max Uplift26=-285(LC 12),17=-285(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-27=-3597/557,3-27=-3518/568,3-4=-2488/418,4-5=-2374/420,5-28=-2320/375, 28-29=-2237/385,6-29=-2182/386,6-7=-2313/483,9-10=-2211/468,10-30=-2164/407, 30-31=-2183/398,11-31=-2245/396,11-12=-2296/411,12-13=-2372/394, 13-32=-3356/481,14-32=-3427/464,14-15=-1089/226,2-26=-1749/387,15-17=-1765/357 BOT CHORD 24-25=-626/3263,23-24=-299/2209,23-33=-32/1761,33-34=-32/1761,34-35=-32/1761, 35-36=-32/1761,22-36=-32/1761,21-22=-79/2rn�_71,-__-_1=_288/3104,19-20=-241/1686 18-19=-235/1648 WEBS 3-24=-1241/383,3-25=-141/969,13-21=-1302/307,13-20=-57/1023,14-19=-324/91, ` �p PR°Pe 2-25=-436/3157,14-20=-63/1396,7-23=-292/1279,9-22=-259/1090,6-23=-589/293, �y� `ss 5-23=-285/260,10-22=-401/185,11-22=-274/274,14-18=-1376/205,15-18=-194/1509, , �GNGit\IE. /0 7-9=-1736/412IZY •37 NOTES- C' 89200PE r 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-13,Interior(1)2-10-13 to 15-7-3,Exterior(2)15-7-3 to 23-4-13,Interior(1) 23-4-13 to 36-1-3,Exterior(2)36-1-3 to 40-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10yL ,�,OREGON,\Ix &4 3)Unbalanced snow loads have been considered for this design. '9y 2� 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 1 4 �yA non-concurrent with other live loads. 6 V` 5)200.OIb AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. MeF RIO- 6) IL- 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. EXPIRES: 2_31'2U19 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. January 18,2019 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. * Design valid for use only with MiTekSr 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 A Job Truss Truss Type 'Qty 'Ply 'Lennar K5621855 B1703790 A10 ROOF SPECIAL 10 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:23:53 2019 Page 2 ID:ddyJ lzQd 19_F46arEDmnsXyJ W7Z-u7guOlrpYm WyIPBKaLxrHwk4H85jiXNYl04o5zu9rq NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Bearing at joint(s)26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)26=285,17=285. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek^ is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty 'Ply 'Lennar K5621856 B1703790 All California 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:23:55 2019 Page 1 ID:ddyJ lz0d19_F46arEDmnsXyJ W7Z-gWoepQs34T2EBcYZR_N Pwi?Oy4oCBdEf?cV Bszzu9ro 16-11-7 22-6-13 11-0-0, 4-0-0 , 11-4-15 16-5-3 16-7-0 22-0-9 22-5.0 27-7-1 34-8-11 39-0-0 40-0-0� 1-0-0' 4-0-0 7-4-15 5-0-5 0-1'-13 5-1-2 0-4-7 5-0-5 7-1-9 4-3-5 1-0-0' 0-4-7 0-1-13 Scale=1:72.6 5x6 5x8 i;' 6 z6 - .7 27 25 ---',..-?f,' 3x4 3x4 3x8"S 24 5 829 3x8 6.00 112 4 ..---- 6, --",,• "" //r. -.. 9 23 4x8 % 3x8 riS ••••.\,.; 10 21 2x4 "-:.=:`•. 324x6 2 11 12 1 i yo 20 19 33 34 18 16 35 17 36 37 15 �14 13 304 =_= 3x6 =_= 3x4=== 4x6=__ 5x6=_= 3x8 =_= 304=_= 2x4 39-0-0 6-9-2 16-7-0 22-5-0 32-2-14 36-10-1 37-0-0 6-9-2 9-9-14 5-10-0 9-9-14 4-7-3 0-1'--15 ' 2-0-0 Plate Offsets(X,Y)— L7:0-3-8,0-2-8],114:0-2-12,0-2-0],115:0-1-8,0-1-8],[20:0-3-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.30 18-19 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.70 18-19 >628 180 TCDL 7.0 Rep Stress Ina- YES WB 0.76 Horz(CT) 0.15 14 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:232 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 end verticals,and 6-7:2x6 DF No.2 2-0-0 oc purlins(5-0-1 max.):6-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 7-18,5-18,5-19,3-20,8-16,8-15 7-18:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1999/0-5-8,20=1791/0-5-8 Max Horz 20=159(LC 56) Max Uplift14=-622(LC 13),20=-566(LC 12) Max Gray 14=2634(LC 31),20=2366(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-23=-3383/880,4-23=-3199/881,4-24=-3041/894,5-24=-3003/896,5-25=-2769/948, 6-25=-2594/965,6-26=-2331/908,26-27=-2337/910,7-27=-2340/912,7-28=-2493/935, 8-28=-2669/918,8-29=-2139/649,9-29=-2176/647,9-30=-2326/635,10-30=-2505/634, 10-31=-114/285 BOT CHORD 19-20=-769/2772,19-33=-714/2799,33-34=-714/2799,18-34=-714/2799, 18-35=-491/2275,17-35=-491/2275,16-17=-491/2275,16-36=-516/2464, 36-37=-516/2464,15-37=-516/2464,14-15=-311/1483 WEBS 6-18=-100/720,7-18=-148/287,7-16=-122/608,5-18=-774/325,5-19=-42/283, 3-19=-36/318,3-20=-3537/797,8-16=-398/270,8-15=-674/324,10-15=-201/933, Ep PROF NOTES- 10-14=-2990/795 ���! GINEZ• �/Q 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 SCI V` y9 (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-13,Interior(1)2-10-13 to 10-11-0,Exterior(2)10-11-0 to 27-11-3, K' 89200PE Interior(1)27-11-3 to 36-1-3,Exterior(2)36-1-3 to 40-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 /i�i.0 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 - � •7%�"� 3)Unbalanced snow loads have been considered for this design. • 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs74- OREGON 40non-concurrent with other live loads. \Ix 5)Provide adequate drainage to prevent water ponding. LIQ M' 14, 20 A4— 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r 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 eR R U-'- 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. EXPIRES: 1�-31'��19 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=622, 20=566. January 18,2019 Continued on page 2 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 MI. 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 'Lennar K5621856 B1703790 All California 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:23:56 2019 Page 2 ID:ddyJlzQd19_F46arEDmnsXyJVV7Z-IiM01 mthrmA5pm7m?iueTvYBiU8Rw4UpEGFIOPzu9rn NOTES- 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 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)295 lb down and 357 lb up at 17-0-2,and 295 lb down and 358 lb up at 21-11-14 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=-64,7-11=-64,11-12=-64,13-20=-20 Concentrated Loads(Ib) Vert:26=-196 27=196 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 MeV 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/TRI 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 'Lennar i. K5621857 B1703790 Al2 GABLE 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:23:57 2019 Page 1 la ddyJ IzOd19_F46arEDmnsXyJ W7Z-nvvPE6uKb41yQwiyZPPt?75 WauflffvySw_Ixszu9rm -1-0.0 15-0-8 i 23-11-8 39-0-0 40-0-0 1-0.0' 15-0-8 8-11-0 15-0-8 1-0-0' Scale=1:70.1 3x6=== 3x6=__ 10 11Pr�12 13 _ 1459 15 16 17 6.00[12 8 50 6 .-'" 20 5 - o r - -- 21 d N i { ' .` Cif49q ' ,. ,`-''ll 22 4x6 4x6'-q8 - 23 55 ---4.1.- -* s1- * 411 'i1`------f -# r 4 .• '4 4 -q' -4 4" 'q -4-/ - 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x4=_= 3x6 =_= 3x4 =__ 39-0-0 ' 39-0-0 Plate Offsets(X,Y)-- L10:0-3-0,0-2-11,j16:0-3-0,0-2-1j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) 0.00 25 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 25 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.01 26 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-RH Weight:266 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):10-16. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 DF Std G 10-0-0 oc bracing:46-47,26-27. WEBS 1 Row at midpt 13-37,12-38,11-39,14-35,15-34 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 39-0-0. (Ib)- Max Horz 47=-159(LC 10) Max Uplift All uplift 100 lb or less at joint(s)47,26,37,38,40,41,42,43,44, 45,35,33,32,31,30,29,28 except 46=-199(LC 12),27=-171(LC 13) Max Gray All reactions 250 lb or less at joint(s)47,26,39,46,34,27 except 37=263(LC 30),38=279(LC 30),40=262(LC 31),41=268(LC 31),42=266(LC 31), 43=267(LC 31),44=263(LC 31),45=279(LC 31),35=279(LC 30),33=262(LC 31), 32=268(LC 31),31=266(LC 31),30=267(LC 31),29=263(LC 31),28=279(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-9=-86/252,9-10=-102/328,10-11=-92/319,11-51=-92/319,12-51=-92/319, 12-13=-92/319,13-14=-92/319,14-52=-92/319,15,.52=-92!319,-15-16=-92/319, 16-17=-102/328,17-18=-86/252 WEBS 2-46=-85/280,24-27=-61/280 too PR 04-6, NOTES- �cj GI G►NEF (Si, 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS v 4 (envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-10-13,Exterior(2)2-10-13 to 11-1-11,Comer(3)11-1-11 to 18-11-5, 44 2'V Exterior(2)18-11-5 to 20-0-11,Comer(3)20-0-11 to 27-10-5,Exterior(2)27-10-5 to 36-1-3,Corner(3)36-1-3 to 40-0-0 zone;cantilever IZ. 89200PE f_ left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60iiiilt/•",..• 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry --"Al • • /OR .• • Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. tr 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 y OREGON pi4)Unbalanced snow loads have been considered for this design. 476141/# �' 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 7Q �' 14, `4°'‘ non-concurrent with other live loads. A. 6)Provide adequate drainage to prevent water ponding. FR R i L\ 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. EXPIRES: 12-31-2019 9)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 10)Gable studs spaced at 2-0-0 oc. January 18,2019 Continued on page 2 -- 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 Wick®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Lennar K5621857 81703790 Al2 GABLE 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:23:58 2019 Page 2 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-F5TnSSvyMOQp24H877w6YKdhKI_0696hakrTlzu9rl NOTES- 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)*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. 13)A plate rating reduction of 20%has been applied for the green lumber members. 14)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)47,26,37,38,40,41,42,43,44,45,35,33,32,31,30,29, 28 except(jt=lb)46=199,27=171. 15)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 ANSUTPl1 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 Lennar ll K5621858 B1703790 A13 GABLE 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:00 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-BTbXs8wCu?g WHNRXEYzadljOgSgTsOm P9uDyXBzu9rj -1-0-0 14-10-0 , 24-2-0 38-10-6 1-0-0' 14-10-0 9-4-0 14-8-6 Scale=1:69.7 3x6=__ 3x6=__ 1011 12 13 14 �rv0 15 16 17 " . 6.00112 49 8 ;� ., -- 1851 'ill 05 5: ., ., ., .. ='y. 52 22 ao 4x6;i 4x6 f- 48;.d' 'ri 23 24 2 47 3 d 53 1 M q,, 'ipL`--4-i- , d -4 -ff til` * iF4i * -viii„ 'W -4 # €k ' ---- 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 3x4=_= 3x6=_= 3x4=__ 38-10-6 ' 38-10-6 ' Plate Offsets(X,Y)-- [10:0-3-0,0-2-11,116:0-3-0,0-2-1j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) 0.00 1 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.01 25 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-RH Weight:264 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):10-16. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G WEBS 1 Row at midpt 13-36,12-37,11-38,14-34,15-33 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 38-10-6. (Ib)- Max Horz 46=164(LC 9) Max Uplift All uplift 100 lb or less at joint(s)46,25,36,37,38,39,40,41,42, 43,44,34,33,32,31,30,29,28,27 except 45=-214(LC 12),26=-204(LC 13) Max Gray All reactions 250 lb or less at joint(s)46,25,38,45,33,26 except 36=265(LC 30),37=275(LC 30),39=257(LC 31),40=268(LC 31),41=266(LC 31), 42=267(LC 31),43=263(LC 31),44=279(LC 31),34=271(LC 30),32=253(LC 31), 31=267(LC 31),30=266(LC 31),29=267(LC 31),28=265(LC 31),27=273(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=-98/292,10-11=-88/286,11-12=-88/286,12-13=-88/286,13-14=-88/286, 14-50=-88/286,15-50=-88/286,15-16=-88/286,16-17=96/291 WEBS - 2-45=-75/321,24-26=-75/280 p NOTES- Q�� PROFF 1)Wnd:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS .`� tss (envelope)gable end zone and C-C Comer(3)-1-0-0 to 2-10-10,Exterior(2)2-10-10 to 10-11-6,Corner(3)10-11-6 to 18-8-10, ,Gj �NGiNEF,9 /0 Exterior(2)18-8-10 to 20-3-6,Corner(3)20-3-6 to 28-0-10,Exterior(2)28-0-10 to 34-9-15,Corner(3)34-9-15 to 38-8-9 zone;cantilever ?j left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber �4 7 DOL=1.60 plate grip DOL=1.60 89200PE 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 40111t /' 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 —L • 4001. •• • 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs l'-'6-7,1.1k o OREGON b J non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 'O '9Y 14, 9-° 7)All plates are 2x4 MT20 unless otherwise indicated. /� 8)Gable requires continuous bottom chord bearing. R R 11. 9)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 10)Gable studs spaced at 2-0-0 oc. EXPIRES: 12-31-2019 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 18,2019 Continued on page 2 ....- 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/TM 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 Lennar K5621858 B1703790 A13 GABLE4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:00 2019 Page 2 ID:ddyJ IzQd19_F46arEDm nsXyJ W7Z-BTbXs8wCu?gWHNRXEYzadIj0g5gTs0m P9uDyXBzu9rj NOTES- 12)*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. 13)A plate rating reduction of 20%has been applied for the green lumber members. 14)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)46,25,36,37,38,39,40,41,42,43,44,34,33,32,31,30, 29,28,27 except(jt=lb)45=214,26=204. 15)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 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 ANSIITP11 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 'Lennar II K5621859 81703790 A14 HIP 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:24:02 2019 Page 1 ID.ddyJ IzQd19_F46arEDmnsXyJ W7Z-7sj I HgySQcwEXhbwMz?2iAo9ZVBKKpDhcCi3c3zu9rh 13-10-15 27-5-8 ,1-0-0: 5-0-2 .6-8A 1188 13-8-15 19-6-0 22-9-9 25-i-1 253-1 33-11-14 38-10-6 1-0-0' 5 0-2 1 8-2 4-10-4 2-2-7 0-2-0 5-7-1 3-3-9 2-38 0-2'0 2-2-7 688 4-10-8 Scale=1:71.2 6x8=_= 5 9 2x4 2x4 6x8 =_ 6.00 612 4 6 7 8 30 31"32 33 34 35 36 3738 39 40 1-.- - 26 24 25 3x4: 4x12 `b d 23 0 W q - �'-.1:-w d • `.' '_: ,., 22 4x6 . IL 1 d " ,, fJ 21 20 19 1828 4x8 17 2916 15 14 13 12 3x65x8 --- 3x4=_= 8x8 =_= 5x8=_= 3x6=_= 2x4 i'' 4x6=_= 2x4 i i 5x8 ii 8x8=__ 38-10-6 5-0-2 :6-8- : 11-6-8 : 13-8-15 : 19-6-0 22-8-9 22-9-9 25-3-1 � 27-58 33-11-14 36-9-4 378-0 5-0-2 1-8-2 1 4-10-4 2-2-7 5-9-1 3-2-9 0-i'-0 2-5-8 2-2-7 688 2-9-6 0-2-12 ' 1-10-6 Plate Offsets(X Y)-- j2:0-2-12,0-2-41,13:0-1-12,0-1-81,14:0-3-12,0-1-8],[8:0-3-0,0-1-0L]10:0-4-12,0-2-01 113:0-1-12,0-2-01116:0-2-4,0-2-41,-118:0-2-4,0-2-41,120:0-3-9,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.34 18-19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.58 18-19 >758 180 TCDL 7.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.14 13 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-RH Weight:260 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-8:2x6 DF No.2 2-0-0 oc purlins(3-6-0 max.):4-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-1-12 oc bracing. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 10-13 2-20:2x4 DF No.1&Btr G,16-18:2x12 DF SS MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 21=2118/0-5-8,13=2306/0-5-8 Max Horz 21=186(LC 9) Max Uplift2l=-391(LC 12),13=-372(LC 13) Max Grav21=2786(LC 31),13=3041(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-3862/947,22-23=-3667/948,3-23=-3665/954,3-24=-3943/1154,24-25=-3782/1162, 4-25=-3778/1173,8-26=-3368/1058,10-26=-3533/1047,10-27=-56/322,2-21=-2742/769, 4-30=-3815/1366,30-31=-3815/1366,6-31=-3815/1366,6-32=-3815/1366, 32-33=-3815/1366,33-34=-3815/1366,34-35=-3815/1366,35-36=-3815/1366, I 36-37=-3815/1366,37-38=-3815/1366,7-38=-3815/1366,7-39=-3815/1366, 39-40=-3815/1366,8-40=-3815/1366 —- BOT-CHORD 19-20=-739/3392,18-19=-874/3414,18-28=;1- r-f-• - 17-29=-860/3747,16-29=-878/3723,15-16=-772/3055,14-15=-413/2093, 13-14=-413/2093 CEO P R OFF 5 WEBS 8-15=-439/279,4-18=-202/1131,3-19=-178/329,3-20=-654/243,2-20=-739/3477, 10-15=-403/1087,8-16=-242/1533,6-18=-654/294,7-16=-901/316,10-13=-3620/908 ep..., NGINEF9 /02 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 89200PE (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-10,Interior(1)2-10-10 to 8-5-0,Exterior(2)8-5-0 to 17-0-7,Interior(1) 17-0-7 to 21-11-9,Exterior(2)21-11-9 to 30-7-0,Interior(1)30-7-0 to 34-9-15,Exterior(2)34-9-15 to 38-8-9 zone;cantilever left and right /'' exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip -i • • 4� .• • DOL=1.60 fr 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 C'.1 OREGON <(, 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs is 'TY 14 2Q P non-concurrent with other live loads. r 5)200.0Ib AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. `R RIO, 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 2_31'2U1 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 fit between the bottom chord and any other members,with BCDL=10.0psf. January 18,2019 Continued on page 2 MEM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Nip Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 r Job Truss Truss Type 'Qty 'Ply 'Lennar K5621859 81703790 A14 HIP3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:03 2019 Page 2 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-b2HgVAy4Bw258r96vgWHFOLKIJXZ3GTrrsRc8Vzu9rg 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)21=391,13=372. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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)135 lb down and 71 lb up at 14-0-2,99 lb down and 65 lb up at 16-0-12,99 lb down and 65 lb up at 18-0-12,99 lb down and 65 lb up at 19-6-0,99 lb down and 65 lb up at 20-11-4,and 99 lb down and 65 lb up at 22-11-4,and 269 lb down and 163 lb up at 24-11-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-4=-64,4-5=-64,8-9=-64,8-11=-64,12-21=-20,4-8=-64 Concentrated Loads(Ib) Vert:28=-100 29=-100 30=-95(B)31=-64(B)34=-64(B)35=-64(B)37=-64(B)39=-64(B)40=-190 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 hut 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 Lennar A K5621860 B1703790 A19 California 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:24:05 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-YROQwr_LjXIp09J U 15YIKpQfc6DGX9P81AwjDOzu9re 20-4-13 20-0-9 -1-0-0 5-1-14 9-10-4 , 12-10-13 , 18-7-3 18-11-7 26-4-12 32-5-10 39-0-0 40-0-0 1-0-0' 5-1-14 4-85 3-0-9 5-8-6 04-5 0-4-5 5-11-14 6-0-14 6-6-6 1-0-0' Scale=1:84.1 1-1-2 = 5x12 MT18H=:- 5x8: 7 826 27 ' 2x4 „ 3x4 3x6'' 24 6 25 - 9 28 3x10 --::::17,,- < 4; 29 6.00 j12 4 523 10 N a3x6' ki 11 d 3 ---�7.*� 30 4x12 - 22 ; <431 ,,,,_:',::--- ,/,, 4x12 12 �'----- 20- ::--:-.147-C '''k '4 ti. [ :; 15 - .`ti 7x14 MT18H=_= 19 32 33 18 17 34 16 7x14 MT18H=__ 14 21 3x4=_=3x8 5x12 MT18H 3x4 I i 3x4 5x12 MT18H=__ 3.00 112 5-1-14 9-10-4 18-7-3 20-4-13 26-4-12 32-5-10 39-0-0 ' 5-1-14 4-8-6 8-8-15 '1-9-11' 5-11-14 6-0-14 6-6-6 ' Plate Offsets(X,Y)-- [2:0-3-0,0-1-12],[3:0-2-8,0-1-8],[7:0-3-0,0-1-12],[8:0-3-0,0-2-8],[9:0-1-12,0-1-8],[11:0-2-8,0-2-0],[12:0-3-0,0-1-12],[14:Edge,0-0-1],[15:0-6-8,0-3-8], j18:0-1-12,0-1-8j,j21:Edge,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.36 18-19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(CT) -0.81 18-19 >576 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.37 14 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:256 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(4-0-11 max.):7-8. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied. 7-18,7-17,8-17,2-20,12-15:2x4 DF No.1&Btr G WEBS 1 Row at midpt 3-19,6-18,7-17,9-17,11-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 21=1699/0-5-8,14=1699/0-5-8 Max Horz 21=-190(LC 13) Max Uplift2l=-382(LC 12),14=-379(LC 13) Max Gray 21=2344(LC 31),14=2364(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-4862/795,3-22=-4783/806,3-4=-3445/642,4-5=-3200/643,5-23=-3384/687, 23-24=-3268/694,6-24=-3252/696,6-25=-2691/613,7-25=-2669/634,7-26=-2267/631, 8-26=-2265/631,8-27=-2675/641,9-27=-2692/619,9-28=-3040/656,28-29=-3147/653, 10-29=-3172/645,10-11=-3323/635,11-30=-5236/862,30-31=-5281/848, 12-31=-5344/848 - --- BOT CHORD 19-20=-854/4429,19-32=-396/2784,32-33=-396/2784,18-33=-39R/2784 17-18=-205/2289,17-34=-346/2834,16-34=-346/2834,15-16=-676/4879 WEBS 3-20=-202/1216,3-19=-1664/466,5-19=-391/147,6-19=-170/520,6-18=-781/323, ,kit.D PROF 7- /178, 959, 4, 11-16=-2306/424,8 56/779, 111 1542120/1617,2-214/2287/517,2-20=-633/4293,182-14=-2300/525, `c, w\GINE".n ,/OA" 12-15=-649/4734 ��? v ,7 9, NOTES- 47C- ;9200P r 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-13,Interior(1)2-10-13 to 13-4-9,Exterior(2)13-4-9 to 25-11-0,Interior(1) 25-11-0 to 36-1-3,Exterior(2)36-1-3 to 40-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for -� • r' 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=1.10 -p 4,OREGON t �to 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs /6 '9y 14 2 � P+ non-concurrent with other live loads. p 5)Provide adequate drainage to prevent water ponding. M&F R �•� 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. EXPIRES: 12-31-2019 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=10.0psf. January 18,2019 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty 'Ply 'Lennar K5621860 B1703790 A19 California 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:05 2019 Page 2 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-YROQwr_LjXlp09J U 15YIKpQfc6DGX9P81Awj DOzu9re NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Bearing at joint(s)21,14 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)21=382,14=379. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)92 lb down and 60 lb up at 18-10-11,and 92 lb down and 60 lb up at 19-11-14 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(plt) Vert:1-7=-64,7-8=-64,8-13=-64,20-21=-20,19-20=-20,16-19=-20,15-16=-20,14-15=-20 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 Not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty Ply Lennar A K5621861 B1703790 A20 ROOF SPECIAL 5 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 8 Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:06 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-Odyo7B?zUrQg?luhbo4_tOzsTVvb4GcDHXggGlgzu9rd 20-5-0 -1-0-01 5-1-14 9-10-4 i 16-0-0 : 18-7-0 19.6-0 , 23-0-0 26-0-12 i 39-0-0 40-0-0 1-0-0' 5-1-14 4-8-6 6-1-12 2-7-0 0'11-0 2-7-0 3-4-12 12-7-0 1-0-0' 0-11-0 Scale=1:69.5 6.00;12 7 8 9 2x4 ,, ::-k' -P, 2x4 ,, 610 "- - A 27 28 3x4 25 11 3x4 --;3;.-'--- 4 5 q 12 3 _1 y 13 " 2429 4x8 ':' 5x8 . o 8x12 _- 8x8 ==- 21 30 20 31 32 33 19 34 18 16 23 5x6 =_= 8x12 =_= 3x8 H 3x8 i i 8x12=_= 5x6=__ 3.00 112 5-1-14 9-10-4 16-0-0 19-6-0 23-0-0 26-4-12 32-5-10 39-0-0 5-1-14 4-8-6 I 6-1-12 I 3-6-0 I 3-6-0 I 3-4-12 I 6-0-14 I 6-6-6 Plate Offsets(X,Y)-- [2:0-3-0,0-1-8],[5:0-1-12,0-1-8],[7:0-2-4,0-1-8],[8:0-3-0,Edge],[9:0-2-8,0-1-8],[11:0-1-12,0-1-8],[13:0-2-4,0-1-8],[14:0-3-0,0-1-12],[16:Edge,0-0-5],[17:0-6-0 ,0-3-11],[18:0-2-8,0-3-0],[19:0-5-13,0-2-4],[20:0-2-4,0-2-41121:0-2-12,0-3-01422:0-3-8,0-3-81423:Edge,0-0-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.21 18-19 >999 240 MT20• 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(CT) -0.54 17-18 >862 180 TCDL 7.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.29 16 n/a n/a BCLL 0.0 * Code IBC2O15/TPI2014 Matrix-AS Weight:282 lb FT=10% BCDL 10.0 , LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 13-18,6-20,5-20,10-19 7-20,2-22,14-17,9-19:2x4 DF No.1&Btr G,19-20:2x12 DF SS MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 23=1799/0-5-8,16=1799/0-5-8 Max Horz 23=-194(LC 10) Max Uplift23=-285(LC 12),16=-285(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-24=-3580/542,3-24=-3496/551,3-4=-2492/413,4-5=-2354/415,5-25=-2192/378, 25-26=-2089/387,6-26=-2020/389,6-7=-2176/488,8-9=-251/93,9-10=-2116/473, 10-27=-2067/414,27-28=-2125/405,11-28=-2149/403,11-12=-2311/404, 12-13=-2398/392,13-29=-3809/511,14-29=-3906/497,2-23=-1773/390,14-16=-1784/403 BOT CHORD 22-23=-221/313,21-22=-603/3229,21-30=-293/2178,20-30=-293/2178,20-31=-33/1676, 31-32=-33/1676,32-33=-33/1676,33-34=-33/1676,19-34=-33/1676,18-19=-75/2062, 17-18=-370/3522,16-17=-90/281 WEBS 3-21=-1193/360,3-22=-137/941,13-18=-1640/365,7-20=-291/115£,11-18=-83/254 13-17=-42/1230,2-22=-371/2940,14-17=-272/3149,9-19=-261/1044,6-20=-587/291, 5-20=-446/273,10-19=-380/172,11-19=-552/286,7-9=-1543/394 ���Ep PROF�C• �,s NOTES- �j �NGWE€ /O 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 2 (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-13,Interior(1)2-10-13 to 15-7-3,Exterior(2)15-7-3 to 23-4-13,Interior(1) �� pp9200PE �< 23-4-13 to 36-1-3,Exterior(2)36-1-3 to 40-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for c� 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=1.10dir S 3)Unbalanced snow loads have been considered for this design. • AP 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs SC non-concurrent with other live loads. O A_OREGON 44/ 5)200.OIb AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. 74.. 4 i 4 20� 6)All plates are 3x6 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /�� 9)‘1.' 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will R R I L 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. EXPIRES: 12'31'2U19 10)Bearing at joint(s)23,16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. January 18,2019 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 quality Criteria,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 'Lennar K5621861 B1703790 A20 ROOF SPECIAL 5 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:24:06 2019 Page 2 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-Odyo7B?zUrQg?luhbo4_tOzsTWb4GcDHXggGlgzu9rd NOTES- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)23=285,16=285. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not put a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Lennar a K5621862 B1703790 A21 Common Supported Gable 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:07 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-UgWAKX?bF9YXdSTt8WbDPEV D3w35?CERmU PqH Hzu9rc -1-0-0 19-6-0 , 39-0-0 40-0-0 1-0-0' 19-6-0 19-6-0 1-0-0 5x6 =_= Scale=1:75.0 12 11 --::'1k:,,.-- 13 '''ii:::--- 14 Fk' '-'11----. 15 5x6 ,,.,W . 16 8 5x6 6.00 12 7 'a::111 17 '' 18 6 1 4 p" --, 462047 4x6 ,1M 21 2 .„ a:`-- 2223 dq : b5----'-r 5- B -4' 5 'd' 5 -5 #' _. - -5 •5 '5 -6' tt -5 '5 4." 44 43 42 41 40 39 38 37 36 35 33 32 31 30 29 28 27 26 25 24 34 3x4 =_= 3x4 =__ 3x6=__ 39-0-0 ' 39-0-0 Plate Offsets(X,Y)-- 17:0-3-0,0-3-0],117:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) 0.00 23 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 23 n/r 120 TCDL 7.0 Rep Stress!nor YES WB 0.18 Horz(CT) 0.01 25 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-RH Weight:275 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 DF Std G*Except* 10-0-0 oc bracing:44-45,24-25. 12-35:2x4 DF No.1&Btr G WEBS 1 Row at midpt 12-35,11-36,10-37,13-33,14-32 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 39-0-0. (Ib)- Max Horz 45=-191(LC 10) Max Uplift All uplift 100 lb or less at joint(s)45,24,36,37,38,39,40,41,42, 43,33,32,31,30,29,28,27,26 except 44=-227(LC 12),25=-187(LC 13) Max Gray All reactions 250 lb or less at joint(s)45,24,35,38,39,40,41,42, 43,44,31,30,29,28,27,26,25 except 36=271(LC 19),37=253(LC 19), 33=271(LC 20),32=253(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-99/279,10-11=-119/353,11-12=-140/444,12-13=-140/444,13-14=-119/353, 14-15=-99/279 WEBS 12-35=-274/65,244=111/301,22-25=-67/280 pp NOTES- TO r ROF . 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 V tS (envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-10-13,Exterior(2)2-10-13 to 15-6-0,Comer(3)15-6-0 to 23-6-0,Exterior(2) �Cj� �GNG�NEF9 s% 23-6-0 to 36-1-3,Comer(3)36-1-3 to 40-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members ,, ?i9 and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry K. 89200PE c Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 a' 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs Q e' non-concurrent with other live loads. OREGON Co 6)All plates are 2x4 MT20 unless otherwise indicated. 71- 42�v•1 7)Gable requires continuous bottom chord bearing. Q 14 Q. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc. MER R 10- 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will EXPIRES: 12-31-2019 fit between the bottom chord and any other members. 12)A plate rating reduction of 20%has been applied for the green lumber members. January 18,2019 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. g Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss 'Truss Type 'Qty 'Ply 'Lennar K5621862 B1703790 A21 Common Supported Gable 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:07 2019 Page 2 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-UgWAKX?bF9YXdSTt8 WbDPEVD3w35?CERmUPgHHzu9rc NOTES- 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)45,24,36,37,38,39,40,41,42,43,33,32,31,30,29,28, 27,26 except(jt=lb)44=227,25=187. 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 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 mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 'Lennar s K5621863 B1703790 A22 Common Supported Gable 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:09 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-QCexID1 mmoFsmdGGxdhVfbZCkk8T5kjDnuxM9zu9ra -1-0-0 19-6-0 38-10-6 1-0-0' 19-6-0 19-4-6 ' 5x6-= Scale=1:74.3 12 11 „-------A-:::::::.,, 13 947 ”. -'N:,-'-.- 15 ':. :'- 16 3x6 8 17 d 6.00 112 7 ''ig-:: '- 18 7 6 1 1 -''ii:;-.. 19 4x6 4x6 3 :a* `-'a• 22 23 2 ,,,-:::0-- -''-- ` +ti--= -0 0 -0 -8- -0 0- b 814,, 0- 00- -0 -d- 0 - 0 0 — -tj 4 45 44 43 42 41 40 39 38 37 36 35 33 32 31 30 29 28 27 26 25 24 34 3x4=_= 3x4=__ 3x6=__ 38-10-6 ' 38-10-6 Plate Offsets(X,Y)-- 1.7:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.00 1 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.01 26 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-RH Weight:274 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except 1 BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 DF Std G*Except* 10-0-0 oc bracing:44-45,24-25. 12-35:2x4 DF No.1&Btr G WEBS 1 Row at midpt 12-35,11-36,10-37,13-33,14-32 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 37-0-0. (Ib)- Max Horz 45=197(LC 9) Max Uplift All uplift 100 lb or less at joint(s)36,37,38,39,40,41,42,43,33, 32,31,30,29,28,27 except 45=-197(LC 17),44=-211(LC 12),26=-128(LC 13) Max Gray All reactions 250 lb or less at joint(s)45,37,38,39,40,41,42,43, 44,31,30,29,28,27 except 35=347(LC 25),36=270(LC 19),33=274(LC 20), 32=251(LC 20),26=388(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-6=-92/250,6-7=-75/261,7-8=-59/289,8-9=-63/317,9-47=-82/339,10-47=-76/345, 10-11=-102/395,11-12=-123/487,12-13=-123/487,13-14=-102/395,14-15=-82/322, 15-16=-63/268 WEBS 12-35=-311/51,21-26=-229/265,2-44=-229/275 � ��DPROFFS NOTES- u 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 Gj• �'iNGINFF9 We) (envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-10-10,Exterior(2)2-10-10 to 15-6-0,Comer(3)15-6-0 to 23-6-0,Exterior(2) "V 23-6-0 to 34-9-15,Corner(3)34-9-15 to 38-8-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for <Ct '9' members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �' 89200PE r 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. i, j,;� 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 4410 _ . 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs OREGON �� non-concurrent with other live loads. 7G 4 6)All plates are 2x4 MT20 unless otherwise indicated. <O -9y 14 20 A 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). r7 M �j 8)Gable studs spaced at 2-0-0 oc. -eR 0- 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 EXPIRES: 12-31-2019 fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. January 18,2019 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ilek' 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 ANSIITP11 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 'Lennar K5621863 81703790 A22 Common Supported Gable 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MTek Industries,Inc. Fri Jan 18 07:24:09 2019 Page 2 ID:ddyJlzQd19_F46arEDmn5XyJW7Z-QCexID1 mmoFsmdGGxdhVfbZCkk8T5kjDnuxM9zu9ra NOTES- 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)36,37,38,39,40,41,42,43,33,32,31,30,29,28,27 except(jt=lb)45=197,44=211,26=128. 13)Non Standard bearing condition. Review required. 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 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 �p 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 [Ariel(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Lennar 1r K5621864 B1703790 A23 Roof Special 1 1 Job Reference.(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:10 2019 Page 1 ID:ddyJlzQd19_F46arEDmn5XyJW7Z-uPCJzZ2TY4x6UWCSge8w1s7Ya7u6CMotSReUubzu9rZ -8-0-1 5-1-14 9-10-4 , 12-10-13 19-6-0 26-4-12 31-5-10 36-6-8 ,38-10-6 1-0-0' 5-1-14 4-8-6 3-0-9 6-7-3 6-10-12 5-0-14 5-0-14 2-3-14 Scale=1:71.6 5x6 r= 7 23 24 2x4 is 3x4:-2225 3x4 6 8 3x6 3x6 6.00 112 ., 3x6 3 `•. 26 4x6 21 11 4x6 2 1 ---------- --------------- 'o'-- eat:; - <-,=F -- v 19 .t , : - 5x8 5x10 =`= 18 27 28 17 29 16 -- 14 13 205x8 =_= 2x4H 2x4 - 6x8 3x8=_= 5x6 3.00 12 38-10-6 5-1-14 9-10..4 198-0 26-4-12 31-5-10 36-6-8 37.010 5-1-14 4-8-6 9-7-12 6-10-12 5-0-14 5-0-14 0'5-8 1-10-6 ' Plate Offsets(X,Y)-- [2:0-3-0,0-2-01,18:0-1-12,0-1-8],_[10:0-1-12,0-1-8],[11:0-2-12,0-2-0],[14:0-2-12,0-2-8],[15:0-2-8,0-3-41,118:0-5-O,Edge1,119:0-4-0,0-3-4],120:0-2-8,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.33 17-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.90 17-18 >487 180 TCDL 7.0 Rep Stress Ina YES WB 0.90 Horz(CT) 0.18 14 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-RH Weight:232 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 end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-17,2-19:2x4 DF No.1&Btr G 7-3-15 oc bracing:18-19 6-0-0 oc bracing:14-15. WEBS 1 Row at midpt 6-17,8-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 20=1598/0-5-8,14=1715/0-5-8 Max Horz 20=198(LC 9) Max Uplift20=-371(LC 12),14=-369(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-3145/770,3-21=-3067/781,3-4=-2110/548,4-5=-1971/548,5-6=-2044/589, 6-22=-1555/489,22-23=-1477/497,7-23=-1443/509,7-24=-1443/508,24-25=-1476/496, 8-25=-1558/488,8-9=-1647/506,9-10=-1781/488,10-26=-2097/475,11-26=-2177/462, 2-20=-1548/471 BOT CHORD 18-19=-834/2845,18-27=-387/1697,27-28=-387/1697,17-28=-387/1697, 17-29=-213/1542,16-29=-213/1542,15-16=-328/1944 WEBS 3-19=-192/816,3-18=-1168/464,6-18=-127/354,6-17=-733/374,7-17=-232/971, 8-17=-506/302,10-16=-461/176,10-15=0/254,11-15-370/2030,11-14=-1607/457, QED PROF 2-19=-628/2756 G GINEtt; �'s co A SO ` NOTES- v !� 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 „C/ "e (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-10,Interior(1)2-10-10 to 15-7-6,Exterior(2)15-7-6 to 23-4-10,Interior(1) 89200PE v 23-4-10 to 34-9-15,Exterior(2)34-9-15 to 38-8-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 Q � 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs OREGTo\ �/ non-concurrent with other live loads. 1�5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Gy14 Q. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. RR11.-\- 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity EXPIRES: 12-31-2019 of bearing surface. January 18,2019 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Trek" 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 ANSIITP11 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 tt Job Truss Truss Type Oty 'Ply 'Lennar K5621864 81703790 A23 Roof Special 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:24:10 2019 Page 2 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-uPCJzZ2TY4x6UwCSge8wls7Ya7u6CMotSReUubzu9rZ NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)20=371,14=369. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 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 from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty 'Ply 'Lennar ► K5621865 B1703790 A24 ROOF SPECIAL 5 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:11 2019 Page 1 ID-:ddyJ1zQdl9_F46arEDmnSXyJW7Z-MbmhAv361N3z64neNLf9a4gpYXHLxr10h5N1 Q2zu9rY 20-5-0 -1-0-0 4-11-2 9-10-4 16-0-0 18-7-0 19-0-0 23-0-0 26-0-12 31-5-10 36-6-8 .38-10-6 1-0-0' 4-11-2 4-11-2 6-1-12 ' 2-7-0 0'11-0 ' 2-7-0 3-4-12 5-0-14 5-0-14 ' 2-3-14 ' 0-11-0 Scale=1:77.4 3x6=__ 3x6 3x6= 6.00i12 7 8 9 2x4 11 -Be<,'- 2x4 11 28 6 3x4 '':.i*'= --,- ---'4i::`,,29 3x4 27 11 3x6 _ 3x6 4 5 12 3x6 3x6 . r a .. ,n-All'--„ 31 4x8 4x8: 26 --------------1---- -;:--- 15 1 2 •5-:_ -_ cn k;s- 24, -'f-41.- ..i-'- e� - _1a' - 19 ___ tmJ +Y il 8x12 === 23 22 32 33 34 21 35 20 5x8 18 17 V16 25 3x8 ;! 3x8 5x6 =_= 2x4 ;! 2x4 5x8 8x12 =__ 8x12 =_= 5x6 =__ 3.00 112 4x4=__ 5-1-14 9-10-4 16-0-0 j 19-6-0 23-0-0 , 26-4-12 1 31-5-10 36-6-8 ,38-10-6 5-1-14 4-8-6 6-1-12 3-6-0 3-6-0 3-4-12 5-0-14 5-0-14 '2-3-14 ' Plate Offsets(X,Y)-- [2:0-2-12,0-2-0],[5:0-1-12,0-1-8],[7:0-2-0,0-1-8],[8:0-3-0,Edge],[9:0-2-8,0-1-8],[11:0-1-12,0-1-8],[14:0-4-0,0-1-8],[15:0-3-0,0-1-12],[17:0-1-8,0-1-12], 09:0-4-0,0-3-41,120:0-3-0,0-3-01,121:0-5-13,0-2-4],[22:0-2-4,0-2-4],[23:0-3-12,Edge],[24:0-6-0,0-3-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.24 22-23 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -0.54 22-23 >857 180 TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.24 16 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-RH Weight:286 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-24,14-19,7-22,9-21:2x4 DF No.1&Btr G,21-22:2x12 DF SS 8-4-1 oc bracing:23-24. WEBS 1 Row at midpt 13-20,6-22,5-22,10-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 25=1794/0-5-8,16=1719/0-5-8 Max Horz 25=198(LC 9) Max Uplift25=-284(LC 12),16=-248(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-26=-3585/563,3-26=-3507/573,3-4=-2479/421,4-5=-2365/423,5-27=-2310/381, 27-28=-2221/390,6-28=-2172/392,6-7=-2296/488,9-10=-2196/475,10-29=-2150/414, 29-30=-2169/405,11-30=-2231/403,11-12=-2277/417,12-13=-2352/400, 13-31=-3306/511,14-31=-3378/498,14-15=-918/182,2-25=-1744/398,15-16=-1679/288 BOT CHORD 23-24=-642/3253,22-23=-310/2194,22-32=-43/1751,32-33=-43/1751,33-34=-43/1751, 34-35=-43/1751,21-35=-43/1751,20-21=1-22/ •-•, ir I-- • : :- •=- • •. 17-18=-247/1568 WEBS 3-23=-1238/390,3-24=-1481961,13-20=-1266/313,13-19=-64/986,14-18=-303/94, ��% D PROFe 2-24-441/3147,14-19=-70/1431,7-22=-293/1266,9-21--257/1077,6-22=-572/293, 5-22=-286/259,10-21=-398/185,11-21=-264/269,14-17=-1486/260,15-17=-234/1498, �,�C'J . ,‘AG 7-9=-1726/417 WOA1°_,.7-9=-1726/417 V 4.. NOTES- K- 89200PE r 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-13,Interior(1)2-10-13 to 15-7-3,Exterior(2)15-7-3 to 23-4-13,Interior(1) /�' 23-4-13 to 34-9-13,Exterior(2)34-9-13 to 38-8-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for • members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q Q 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10OREGON 4, 3)Unbalanced snow loads have been considered for this design. `4()' r �1 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 71- 4, k 14 non-concurrent with other live loads. 5)200.0Ib AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. R R I L 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 EXPIRES: 12-31-2019 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. January 18,2019 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. imit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type City Ply 'Lennar K5621865 B1703790 A24 ROOF SPECIAL 5 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:11 2019 Page 2 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-MbmhAv361N3z64neNLf9a4gpYXHLxr10h5N1 Q2zu9rY NOTES- 9)Bearing at joint(s)25 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)25=284,16=248. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 Job Truss Truss Type 'Qty 'Ply Lennar K5621866 B1703790 A25 MOD.QUEEN 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:11 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-MbmhAv361N3z64neNLf9a4gjeXEwxw90h5N1Q2zu9rY -1-0-0 5-3-12 12-6-11 19-6-0 26-5-5 33-8-4 38-10-6 1-0-0' 5-3-12 7-2-15 6-11-5 6-11-5 7-2-15 5-2-2 Scale=1:69.5 5x6 -__ 6 23 24 3x4 22 „=-':::::'-' 25 3x4 3x8 57 3x6 q 6.00 112 ', 4x6 4x6 ,: 26 21 2x4 -1 10 2 16 15 17 18 14 13 19 20 12 11 5x6=_= 3x4 =_= 5x16 =- 3x4 =_= 4x6=__ 8-9-15 19-6-0 30-2-1 38-10-6 8-9-15 10-8-1 10-8-1 8-8-5 Plate Offsets(X,Y)— 111:0-2-12,0-2-8j,j13:0-0-0,0-1-13j,-j14:0-4-4,0-3-01,j14:0-1-13,0-0-0),116:0-3-0,0-2-12) 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 0.83 Vert(LL) -0.32 14-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(CT) -0.73 12-14 >638 180 TCDL 7.0 Rep Stress Ina YES WB 0.51 Horz(CT) 0.13 11 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-RH Weight:211 lb FT=10% 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 end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-14:2x4 DF No.1&Btr G 8-8-0 oc bracing:15-16. WEBS 1 Row at midpt 5-14,7-14,3-16,9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. , REACTIONS. (lb/size) 16=1694/0-5-8,11=1619/0-5-8 Max Horz 16=197(LC 9) Max Upliftl6=-384(LC 12),11=-349(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-2335/574,4-5=-2146/589,5-22=-1761/539,22-23=-1674/548,6-23=-1640/560, 6-24=-1640/560,24-25=-1674/548,7-25=-1761/539,7-8=-2126/597,8-9=-2315/582 BOT CHORD 15-16=-581/1989,15-17=-422/1901,17-18=-422/1901,14-18=-422/1901, 13-14=-318/1892,13-19=-318/1892,19-20=-318/1892,12-20=-318/1892, 11-12=-428/1954 WEBS 5-15=-21/346,5-14=-744/378,6-14=-276/1170,7-14=-743/375,7-12=-16/330, 3-16=-2446/496,9-11=-2427/538 NOTES- EO PROF- 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 .`�� Fs�, (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-10,Interior(1)2-10-10 to 15-7-6,Exterior(2)15-7-6 to 23-4-10,Interior(1) �Gj• , 1sGINEF9 /� 23-4-10 to 34-9-15,Exterior(2)34-9-15 to 38-8-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� n 9 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 K- -9200P 3)Unbalanced snow loads have been considered for this design. / 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. - ( • 1' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CI 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 4 A_OREGON £., fit between the bottom chord and any other members,with BCDL=10.Opsf. 4- 4q y O, 7)A plate rating reduction of 20%has been applied for the green lumber members. 2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)16=384, O cps 4' i5i 11=349. �`r7 R I O- 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nip 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 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 Oty Ply 'Lennar K5621867 B1703790 A26 Common 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:12 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJ VV7Z-gnJ3OE3k3hBpkDMrx3AO6HDuxxaHgJOAvl7byUzu9rX -1-0.0 63-12 , 12-6-11 19-60 26-5-5 33-64 37-0.0 40-0.0 1-0-0' 5-3-12 7-2-15 6-11-5 6-11-5 7-2-15 3-3-12 3-0-0 ' Scale=1:70.1 5x6 =__ 6 20 21 3x4 19 22 3x4':- 3x8 5 ,: 417::`., 3x8 d 6.00 112 4 r. 4x6 3x6 3 9 ;r '•. - ..i.:- 5x6 I; 18 2310 2 . 11 0 a 1 ti -, - h Y A J 17 16 24 25 15 14 26 27 13 '12 4x6=_= 3x4 =_= 3x4 =_= 5x6=__ 5x16 =__ 8-9-15 19-6-0 30-2-1 37-0-0 8-9-15 ' 10-8-1 ' 10-8-1 6-9-15 Plate Offsets(X,Y)-- 110:0-3-6,0-0-11,112:0-3-0,0-2-121,114:0-0-0,0-1-131 j15:0-4-4,0-3-0],[15:0-1-13,0-0-0],-[17:0-3-0,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.30 15-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.69 13-15 >640 180 TCDL 7.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.11 12 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-S Weight:210 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 9-0-6 oc bracing. 6-15,10-12:2x4 DF No.1&Btr G WEBS 1 Row at midpt 5-15,7-15,7-13,3-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=1608/0-5-8,12=1751/0-5-8 Max Horz 17=215(LC 11) Max Upliftl7=-373(LC 12),12=-419(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-259/131,3-4=-2173/523,4-5=-2050/538,5-19=-1591/483,19-20=-1498/493, 6-20=-1480/507,6-21=-1480/508,21-22=-1499/494,7-22=-1592/484,7-8=-1642/428, 8-9=-1765/412,2-17=-317/229,10-12=-424/364 BOT CHORD 16-17=-536/1870,16-24=-375/1758,24-25=-375/1758,15-25=-375/1758, 14-15=-197/1574,14-26=-197/1574,26-27=-197/1574,13-27=-197/1574, 12-13=-214/1147 WEBS 5-16=-27/348,5-15=-735/368,7-15=-490/312,6-15=-201/999,9-12=-1865/392, 9-13=-18/533,3-17=-2107/459 NOTES- tn. PO 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2paf;BCDL=6.Opsf;h=2511;Cat.II;Exp B;Enclosed;MWFRS .`t`` `51 (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-8-6,Interior(1)2-8-6 to 15-9-10,Exterior(2)15-9-10 to 23-2-6,Interior(1) , 3 �NGINEF9 //D W 23-2-6 to 36-3-10,Exterior(2)36-3-10 to 40-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 'Q 9 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 • _9200P r 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. -� • APP 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 7 OREGON to fit between the bottom chord and any other members,with BCDL=10.0psf. L �� 7)A plate rating reduction of 20%has been applied for the green lumber members. 44 Q 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)17=373, /O f Q, O'3 12=419. MER R ILA 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard EXPIRES: 12-31-2019 January 18,2019 t ®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 MiTekSl connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty Ply Lennar A K5621868 B1703790 B01 Common Supported Gable 1 1 Job Reference Loptionat) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:24:12 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-gnJ30E3k3hBpkDMrx3A06HD4oxm PgU KAvl7byUzu9rX -1-0-0 . 7-6-0 15-0-0 ,16-0-0 ' 1-0-0 ' 7-6-0 7-6-0 I 1-0-0 4x4=_= Scale=1:34.1 6 ".i., , 6.00 12 5 7 22 ;;;; _ 23 4 8 2 . := 24 21 3x4 3x4 °` - 10 2 :"."."••,•,•0•••4444"....."Wee"...4•••r•r•r•"•••,O•,J•O.VO•."P••••••,s4'••t•t••tOJOJ.•t•t•t•t•1••00••••t•r"..4000J•••4 20 19 18 17 16 15 14 13 12 3x4=__ 3x4 =__ 15-0-0 ' 15-0-0 ' Plate Offsets(X,Y)-- L2:0-1-12,0-1-81,-110:0-1-12,0-1-81 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 0.10 Vert(LL) 0.00 11 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 11 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 12 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-RH Weight:80 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 DF Std G 10-0-0 oc bracing:19-20,12-13. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-0-0. (Ib)- Max Horz 20=106(LC 11) Max Uplift All uplift 100 lb or less at joint(s)20,12,17,18,15,14 except 19=-108(LC 12),13=-100(LC 13) Max Gray All reactions 250 lb or less at joint(s)20,12,16,17,18,19,15,14, 13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 4-6-0,Comer(3)4-6-0 to 10-6-0,Exterior(2)10-6-0 to 13-0-0,Corner(3)13-0-0 to 16-0-0 zone;cantilever left and right evp sed.;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 G 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ck'`D P ROFF Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. C 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 g��!NGIIVFF s/0 4)Unbalanced snow loads have been considered for this design. t,.7' v 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs Q 89200P E 9� non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. - 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). lill. T 9)Gable studs spaced at 2-0-0 oc. Q CC" 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON I% Alo 11)*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 �`- ,t_ a� fit between the bottom chord and any other members. Q 14 '4 A 12)A plate rating reduction of 20%has been applied for the green lumber members. r , _ 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,12,17,18,15, �`R RIO- 14 IL- 14 except(jt=lb)19=108,13=100. 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. EXPIRES: 12-31-2019 LOAD CASE(S) Standard January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. iilt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 E Job Truss Truss Type Qty Ply Lennar K5621869 B1703790 B02 GABLE 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:24:13 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-J_tSba4Mq?JgLNw1 Vm idfVIATL3HPw1 J8Ps8Vwzu9rW 3-3-6 10-5-12 , 11-8-10 , 14-8-7 1 -0,0 3-3-6 7-2-6 ' 1-2-14 ' 2-11-13 0L39 4x4 =_= Scale=1:34.3 3i 6.00;12 26 - 27 ..F` 25 o 3x4 3x4 ;, ; Job Truss Truss Type 'Qty 'Ply Lennar 2 K5621870 B1703790 B03 GABLE 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.220 s Dec 15 2018 Mi lek Industries,Inc.Fri Jan 18 07:28:46 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-pVtfuxObYtixbKl V_c5eD3ZtAOH7sOKVwOV4aczu9nF 7-6-0 10-5-12 15-0-0 7-6-0 2-11-12 4-6-4 4x4=== Scale=1:34.3 3 6.00;12 -21-e,.'-- Iii 29 a ` ' 3x4 3x4 1,61. _ 6 '••¢' li! !« , f d .x 14 6iNeititO IWOMMOW44666664W W16444660WeiddditO WWWWo_a:. 6 4x8=_= 4x8=__ 13 12 11 10 9 8 7 10-7-8 2-6-0 2-7.9 5-7-0 7-6-0 9-5-0 : 10-5-12 12-6-0 15-0-0 2-6-0 0-1-'9 2-11-7 1-11-0 1-11-0 ' 1-0-12 0-1-12 1-10-8 2-6-0 ' Plate Offsets(X,Y)-- [1:0-1-12,0-1-8],[3:0-2-0,0-0-8],[4:0-0-0,0-0-0],[5:0-1-12,0-1-8],[19:0-1-10,0-1-0],[23:0-0-1,0-0-0],[23:0-0-1,0-0-0],[24:0-0-0,0-0-0],[28:0-0-0,0-0-0], j28:0-1-10,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.00 8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix-RH Weight:106 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-0-0 except(jt=length)7=0-3-8,13=0-5-8. (Ib)- Max Horz 12=-98(LC 8) Max Uplift All uplift 100 lb or less at joint(s)7,13 except 12=-229(LC 12), 8=-226(LC 13) Max Gray All reactions 250 lb or less at joint(s)10,11,9,7,13 except 12=549(LC 18),8=550(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-29=-151/270,4-32=-146/266 WEBS 2-12=-328/239,4-8=-328/239 NOTES- - 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph:TCnt=4 2psf.RCf11=R Op4:h=25ft;Cat II;_Fxp R;_Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 4-6-0,Exterior(2)4-6-0 to 10-5-12,Interior(1) 10-5-12 to 11-10-4,Exterior(2)11-10-4 to 14-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for ��0 PROFF S members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �`` tS 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �Gj !NG%NE4'74, C`n �O Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. V •7 * 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 ��f on n '9 4)Unbalanced snow loads have been considered for this design. 89200P E 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -41141. •Or 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. 'p ,LOREGON Ix 4o 9)A plate rating reduction of 20%has been applied for the green lumber members. li N 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,13 except(jt=lb) "' y 14 2�ceps. 12=229,8=226. 4,1&•/I,-. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. R L`• LOADCASE(S) Standard EXPIRES: 12-31-2019 January 18,2019 ,-- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 11 Frei(always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1'PM Quality Criteria,DSB-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 C Job Truss Truss Type Qty Ply 'Lennar K5621871 B1703790 B04 Common Supported Gable 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:15 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-FM?COG6cMcZObh4PcBk5kwrb28o6tr3cbjLFZpzu9rU 7-6-0 15-0-0 , 16-0-0 7-6-0 7-6-0 ' 1-0-0 ' 4x4 === Scale=1:33.8 5 6.00 j12 -A' , 4 6 22 21 23 7 20 3— 9 .. 24 2.21 3x4 ,' d ; Job Truss Truss Type City Ply 'Lennar it K5621872 61703790 C-Al GABLE 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:15 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJ W7Z-FM?COG6cMcZObh4PcBk5kwrbQ8o5tr8cbj LFZpzu9rU -1-0-0 3-6-07-0-0 8-0-0 ' 1-0-0 3-6-0 3-E-0 1-0-0 ' Scale=1:17.2 4x4 =_= 4 6.00 112 - ~` 12 11 2x4 „ 5 2x4 , d, 3 - 6 o2 ------ :---' '---' 7 d - 1 . ♦♦��������������1��:����:��4��:4��:��4��:����:������:����:������:����:����:������:����� 10 9 8 - 3x4-= 2x4 H 2x4 H 2x4 H 3x4=__ 7-0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 7 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 7 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-P Weight:27 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-0-0. (Ib)- Max Horz 2=44(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2,6,10,8 Max Gray All reactions 250 lb or less at joint(s)2,6,9,10,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 4)Unbalanced snow loads have been considered for this design. ---- -- 5)This truss has been designed for greater of min roof live load of 18 0 psf or 9 00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. �QlEO r ROFF 7)Gable studs spaced at 2-0-0 oc. G�NF Ott, 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Gj• N ` 0 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will LSA v , ?i fit between the bottom chord and any other members. 89200PE "7_,.10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Providehis is mechanical cdon accordance an(bothers)o2015truss to bearingrnaioplate capableof section withstanding 100 lb uplift nt joint(s)2, 10,8. I� 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �\Q-'' LOAD CASE(S) Standard - 4 OREGON�Ix �� 1OMr14, 2 \ Itf' FR R 1 L-- EXPIRES: 12-31-2019 January 18,2019 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 f Job Truss Truss Type Qty Ply 'Lennar K5621873 91703790 C-A2 Common 16 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:24:16 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-jYZaDc6E7whFCrfcAvFKH7NIbY7NcH HIgN5o6Fzu9rT -1-0-0 i 3-6-0 7-0-0 8-0-0 ' 1-0-0 3-6-0 3-6-0 1-0-0 Scale=1:17.2 4x4=__ 6.00 jr12 �•- 8 7 4 6 2x4 „ , 3x4=_= 3x4=__ 3-6-0 7-0-0 ' 3-6-0 3-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.01 2-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-P Weight:26 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=353/0-5-8,4=353/0-5-8 Max Harz 2=-44(LC 17) Max Uplift2=-99(LC 12),4=-99(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-325/107,3-7=-265/111,3-8=-265/111,4-8=-325/107 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.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. `�cp PR0Fc 7)A plate rating reduction of 20%has been applied for the green lumber members. ` ‘-04.9 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. .• (e,.% kGINEF4O 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �� ‘Z'41' ?j LOAD CASE(S) Standard 4.(- 9210P IF., --.1ellif' '4 AO . in tr /if OREGON\b" 4%4/ <O -9y f4, 2� P+ ' RRit.'-6 EXPIRES: 12-31-2019 January 18,2019 MUM ®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/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 'Lennar 5 K5621874 B1703790 HRA1 Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:17 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-BI7yRy7suDp6q?EokcmZpLwtlyR8Lijv31 gMeizu9rS -1-5-0 , 4-9-3 8-4-5 81-)2 11-4-11 14-2-10 17-0-9 , 19-10-8 20-10-2 1-5-0 4-9-3 3-7-2 0-2.7 2-9-15 2-9-15 2-9-15 2-9-15 0-11-16 Scale:1/4"=1' 4.24 112 10 11 ;oo4 9 .d 18 8 3x6 7 C 2x4 H 6 __,....--ii,:::------ r �a` 3x4 c) r' 3 17 `-• r 16 3x4;: • 'a! 1 - 2�-rte" - - -,_,; o = - '" & -19 14 13 4 20 12 6x6=== 4x4_= 15 2x4 H l 2.12[12 4-9-3 8-4-5 4-9-3 3-7-2 Plate Offsets(X Y)-- [14:0-3-0,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.02 14-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(CT) -0.04 13-14 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.24 Horz(CT) -0.01 10 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-P Weight:69 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-2-2 except(jt=length)15=0-6-4. (Ib)- Max Horz 15=294(LC 7) Max Uplift All uplift 100 lb or less at joint(s)7,8,9,10 except 15=-156(LC 6),5=-187(LC 10) Max Gray All reactions 250 lb or less at joint(s)7 except 15=519(LC 1),5=549(LC 1),8=255(LC 17),9=300(LC 17),10=269(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-633/77,3-16=-542/84,4-13=-130/395,2-15=-464/189 BOT CHORD 15-19=-292/0,14-19=-293/13,14-20=-276/543,13-20=-276/543 WEBS 3-13=-636/318,2-14=-32/554 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;--cantilever left and right exposed;end -•' - -• •• • - •• -•;-Lumber DOL1; a_-. O-plate-grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. `QED PR OFF 4)This truss has been designed for greater of min roof live load of 19.8 psf or 2.00 times flat roof load of 25.0 psf on overhangs �,�```-`G�NF�n�,�0 non-concurrent with other live loads. ` .7 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 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 ��4 Ofd "9` fit between the bottom chord and any other members. 89200PE 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityidir/�.' of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,7,8,9,10. It 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,9,10 except y OREGON 4, Qt=1b)15=156,5=187. �i ,�1 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,7,8,9,10. �O '9 y 14 2� 4 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. M ' �� 13)Use Simpson Strong-Tie TJC37(4 nail,30-90)or equivalent at 5-7-7 from the left end to connect truss(es)to front face of bottom ER R I L1- chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. 14)Use Simpson Strong-Tie TJC37(4 nail 90-150)or equivalent at 5-7-7 from the left end to connect truss(es)to back face of bottom EXPIRES: 12-31-2019 chord,skewed 45.0 deg.to the right,sloping 0.0 deg.down. 15)Fill all nail holes where hanger is in contact with lumber. January 18,2019 Continued on page 2 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 1111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSS-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 Lennar K5621874 B1703790 HRA1 Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fd Jan 18 07:24:17 2019 Page 2 ID:ddyJlzQd19_F46arEDmn5XyJW7Z-BI7yRy7suDp6q?EokcmZpLwtlyR8Lijv31 gMeizu9rS NOTES- 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)18 lb down and 37 lb up at 2-9-8,69 lb down and 79 lb up at 5-7-7,68 lb down and 78 lb up at 5-7-7,59 lb down and 38 lb up at 8-5-6,43 lb down and 25 lb up at 11-3-5,47 lb down and 25 lb up at 14-1-4,and 136 lb down and 64 lb up at 16-11-3, and 56 lb down and 23 lb up at 19-9-2 on top chord,and 23 lb down and 61 lb up at 2-9-8,and 7 lb down and 17 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 17)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(p8) Vert:1-2=-64,2-4=-64,4-11=-64,14-15=-20,12-14=-20 Concentrated Loads(Ib) Vert:5=-25(F)9=-87(F)10=-12(F)17=-38(F=-18,B=-20)19=-19(F=1,B=-20)20=-98(F=-49,B=-49) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p 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/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 Oty Ply Lennar a K5621875 B1703790 HRA2 Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:18 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-fxhLel8VfXxzS8p_IKHoMYSyjMn448U2IhavA8zu9rR 48-8 i 8-4-5 8-6-12 11-4-11 17-0-9 20-9-6 ' 4-8-8 3-7-13 0-2-7 2-9-15 5-7-14 3-8-12 Scale:1/4"=T 16 8, i _ sd 7 15 3x6 14 6 4.24;12 2x4 „ " ,j. - r; N3 4 - i r; oli 3x4 13 - 2 3x4 = 1 +'; , __ !dr 11 10 - - _ 18 9 ;d -- 6x6=== 4x4 === 12 2x4 l l 2.12 112 4-8-8 8-4-5 20-9-5 ' 4-8-8 3-7-13 12-5-0 Plate Offsets(X,Y)— L11:0-3-0,0-3-8j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.02 11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.05 10-11 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.27 Horz(CT) -0.00 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:67 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-2-2 except(jt=length)12=0-5-9,8=Mechanical. (Ib)- Max Horz 12=275(LC 7) Max Uplift All uplift 100 lb or less at joint(s)8 except 12=-106(LC 6),4=-307(LC 10),6=-113(LC 6),7=-151(LC 6) Max Gray All reactions 250 lb or less at joint(s)8 except 12=442(LC 1),4=695(LC 1),6=305(LC 17),7=479(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-686/131,3-10=-193/507,1-12=-371/112 BOT CHORD 12-17=-273/0,11-17=-278/13,11-18=-314/608,10-18=-314/608 WEBS 2-10=-709/371,1-11=-98/621 NOTES- 1)Wind:-ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCnL=4 2psf:BCDL=6 npof.h=25ft;(tat lh FxpB:Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 ,QED PR04- 3)Unbalanced snow loads have been considered for this design. � NG�NEF ss�O 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. !` `n 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will C� v •7 ?j fit between the bottom chord and any other members. �� =9200P 9� 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity P40°' of bearing surface. -� ASP 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,6,7. Q 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) �L OREGON , &to 12=106,4=307,6=113,7=151. .9y 0� 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,6,7. Q 149 2. P"1' 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. c 13)Use Simpson Strong-Tie TJC37(4 nail,30-90)or equivalent spaced at 2-9-9 oc max.starting at 5-6-12 from the left end to 8-4-5 to 41 R R L\• connect truss(es)to front face of bottom chord. 14)Use Simpson Strong-Tie TJC37(4 nail 90-150)or equivalent at 5-7-7 from the left end to connect truss(es)to back face of bottom EXPIRES: 12-31-2019 chord,skewed 45.0 deg.to the right,sloping 0.0 deg.down. 15)Fill all nail holes where hanger is in contact with lumber. January 18,2019 Continued on page 2 mi A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPli 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 'Lennar K5621875 B1703790 HRA2 Diagonal Hip Girder 2 1 Job Reference.(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:18 2019 Page 2 ID:ddyJ IzQd19_F46arEDmnsXyJW7Z-fxhLel8VfXxzS8p_I KHoMYSyjMn448U2IhavA8zu9rR NOTES- 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)85 lb down and 80 lb up at 5-6-12,91 lb down and 79 lb up at 5-7-7,146 lb down and 106 lb up at 8-4-11,60 lb down and 24 lb up at 11-2-10,64 lb down and 24 lb up at 14-0-9,and 152 lb down and 63 lb up at 16-10-8,and 73 lb down and 27 lb up at 19-8-7 on top chord,and 38 lb down and 62 lb up at 2-8-13,and 23 lb down and 63 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 17)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=-64,3-8=-64,11-12=-20,9-11=-20 Concentrated Loads(Ib) Vert:10=-78(F)4=-76(F)7=-81(F)13=-34(F=-15,B=20)16=-12(F)17=-60(F=-38,B=-22)18=-101(F=-51,B=-49) 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 Milekw 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,VA22314. Corona,CA 92880 ti Job Truss Truss Type 'Qty 'Ply Lennar K5621876 B1703790 HRA4 CORNER RAFTER 6 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:19 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-77Fjse97Qr3g310Brl pi vm76Rm91pfOCWLJSiazu9rQ -0-6-0, 11-2-8 12-2-0 '0-6-0 ' 11-2-8 0-11-8 ' Scaled=1:21.5 .d , 4.24 ir12 7 6 3 4n M 2 ,' - .___ 2-6-9 2-7-10 5-5-9 8-3-8 12-2-0 2-6-9 0-1=1 2-9-15 2-9-15 3-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.19 3-4 >354 240 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.27 3-4 >255 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-RH i Weight:19 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=402/0-2-2,3=195/0-2-2,4=305/0-2-2 Max Horz 2=196(LC 6) Max Uplift2=-276(LC 6),3=-112(LC 10),4=-118(LC 6) Max Grav2=402(LC 1),3=211(LC 16),4=371(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing per. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=276, p 3=112,4=118. `i'.D PROp S 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4. ` G 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. .. GwAGINEF /Q 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)44 lb down and 25 lb up at 5-5-4, v ?j and 130 lb down and 63 lb up at 8-3-3,and 54 lb down and 23 lb up at 11-1-2 on top chord. The design/selection of such connection �� g200P 9� device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). / i LOAD CASE(S) Standard (411P 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15CC Uniform Loads(pif) -9 OREGONa� �Ix (/ Vert:1-5=-64 G/ �q Concentrated Loads(Ib) Q r 14, `- A Vert:4=-10(B)7=-81(6) MFR R I0.*C> EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. mut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply 'Lennar K5621877 B1703790 HRA5 RAFTER 12 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:24:19 2019 Page 1 ID:ddyJ IzQd19_F46arEDmn5XyJ W7Z-77Fjse97Qr3g310Br1 p1 vm?BMm9IpfOC WLJSiazu9rQ -0-6-0 5-3-14 . 5-9-3 ' 0-6-0 5-3-14 0-5-5 ' Scale=1:13.0 4 3 d 4.24 112 - --- ' 1: 2 5 N M dl Q " nn 1 2-3-13 2-4-14 5-9-3 2-3-13 0-1-1 3-4-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.02 2-3 >999 240 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) 0.02 2-3 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-P Weight:9 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=369/0-2-2,3=32/0-2-2 Max Horz 2=113(LC 8) Max Uplift2=-276(LC 8),3=-34(LC 9) Max Grav2=377(LC 18),3=56(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. n 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 4� PRO 2=276. ,`�� C%I 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3. �Gj NGINEF /O 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. v •7 LOAD CASE(S) Standard �� 89200PE �r ,4000:' ,�OREGON Ix oto �O -9y14, 2� 4 MERRIIA- EXPIRES: -EXPIRES: 12- 1-2019 January 18,2019 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 MiTek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not �p 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,VA22314. Corona,CA 92880 4. Job Truss Truss Type Qty 'Ply 'Lennar ,� K5621878 B1703790 JA01 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:20 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-bKo53_AIB8BhhSzNPkKG RZYOA9SIY6GLI?30FOzu9rP -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:14.7 3x4 ii .IN ' 6.00 112 3x4 I I 2 d N,- N a `- d d . A___ r ., _-- j d 2x4 b 3.00 112 3x4 Plate Offsets(X,Y)- L3:0-2-0.0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) 0.00 5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 * BCDL 10.0 Code 1BC2015/TP12014 Matrix-P Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 DF Std G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=167/0-5-8,3=30/Mechanical,4=12/Mechanical Max Horz 5=62(LC 9) Max Uplifts=-26(LC 12),3=-42(LC 12),4=-8(LC 9) Max Gravy=205(LC 18),3=30(LC 1),4=30(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. -- 4)This-truss has been designed for greater of min roof live load of 18.0 psf or 2 00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads. „AO PROF�c 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``f p r R O 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 �� _`G`NE s/ fit between the bottom chord and any other members. N F 7)A plate rating reduction of 20%has been applied for the green lumber members. ��? v 8)Refer to girder(s)for truss to truss connections. L =9200P 9)Refer to girder(s)for truss to truss connections. 10)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity / of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3,4. i •141P 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. OREGON Acc, LOAD CASE(S) Standard /Q �Y 14, Z� �P+ MERR11.‘- EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. but Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 i Job Truss Truss Type 'Qty 'Ply Lennar K5621879 B1703790 JA02 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:20 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-bKo53_AIB8BhhSzNPkKGRzYOW9SeY6GLI?30F0zu9rP -1-0-0 i 3-10-15 ' 1-0-0 ' 3-10-15 Scale=1:19.7 3 6.00 12 :--: ' 8 u5 m 4x6 --- A N_ 2 d d1 1 d 8 -- -- _--- _ - 4 or d 4x8 === = -- 3.00 H27 2x4 H 3-10-15 ' 3-10-15 Plate Offsets(X,Y)-- L2:0-1-13,0-0-14],L2:0-3-0.0-1-141,15:0-0-10.0-2-8],[6:0-0-0.0-1-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.01 5-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.02 5-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-R Weight:19 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, BOT CHORD 2x4 DF Std G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=277/0-5-8,3=97/Mechanical,4=76/Mechanical Max Horz 7=90(LC 9) Max Uplift7=-14(LC 12),3=-74(LC 12) Max Grav7=280(LC 19),3=109(LC 19),4=132(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-259/149 BOT CHORD 5-7=-255/191 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. QG 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs jGINE % PROFnon-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 willfit between the bottom chord and any other members.7)A plate rating reduction of 20%has been applied for the green lumber members. 89200PE s 8)Refer to girder(s)for truss to truss connections. 9)Refer to girder(s)for truss to truss connections. a IPA 001111.1.S, 10)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity lf . OW - of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,3. OREGON G 4, ,(/� 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. p YIx LOAD CASE(S) Standard /Q 14 Z��P+� FR R I0- EXPIRES: 12-31-2019 January 18,2019 ..- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �P 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 Lennar l K5621880 B1703790 JA03 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:20 2019 Page 1 ID:ddyJ IzQd19_F46arEDmn5XyJ W7Z-bKo53_AIB8BhhSzNPkKGRzYKI9JHY6kLl?30F0zu9rP -1-0-0 3-5-8 5-10-15 6-0-0 1-0-0 3-5-8 2-5-7 0-111 Scale=1:26.5 4,__p, 6.00[12 2x4 ;; m 4 3x6 ;; 2 , 1 L rn ;d i _3.0fi d -_ 4x8-- d 7 3x6 0 j12 6-0-0 3-5-6 5-10-3 5-10.1.5 3-5-6 2-4-11 0-tl-12 0-1-1 Plate Offsets(X,Y)-- [6:0-4-0,0-2-81,17:0-2-1,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) 0.12 6-7 >582 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.17 6-7 >409 180 TCDL 7.0 Rep Stress Ina YES WB 0.03 Horz(CT) 0.11 4 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-P Weight:23 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=322/0-5-8,4=148/Mechanical,5=85/Mechanical Max Horz 7=132(LC 12) Max Uplift7=-48(LC 12),4=-96(LC 12),5=-28(LC 12) Max Grav7=329(LC 19),4=172(LC 19),5=90(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18_0• • .. '••- - •• •-• . • • • overhangs — non-concurrent with other live loads. [f 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ....to P R i�Fe 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will .`�� G`NEcA A/a fit between the bottom chord and any other members. `C9 `.7 V 7)A plate rating reduction of 20%has been applied for the green lumber members. as.. �/ 8)Refer to girder(s)for truss to truss connections. IZ- 9)Refer to girder(s)for truss to truss connections. 89200PE 9r 10)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity /.-�. of bearing surface. 41411, . ' 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,4,5. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. lin �� Ltx LOAD CASE(S) Standard 7,4/OREGON,qY 14, 2°\ 4167iR 10- v EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��F a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/TM Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 a Job Truss Truss Type 'Qty 'Ply Lennar K5621881 B1703790 JA04 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:21 2019 Page 1 ID:ddyJ IzOd19_F46arEDm n5XyJ W7Z-4WMTGJANySJYJcYZzSrV_B4UOZeTHZzU_foZnTzu9r0 -1-0-0 . 2-3-12 , 6-0-0 7-10-15 ' 1-0-0 ' 2-3-12 3-8-4 1-10-15 ' Scale=1:30.0 5 [, .a .$ 4 6.00 j[12 11 j 10 2x4 H m d, 9 3 d v h 4x6 1 ti- _ - 7 d F+'µ 4x8 -== 8 3x6 3.00'12 2-3-12 , 6-0-0 6-0.,12 7-10-15 ' 2-3-12 3-8-4 0-0-'12 1-10-3 ' Plate Offsets(X Y)-- [2:0-3-0.0-1-121,-j7:0-4-0.0-2-8)x-[8:0-2-1.0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) 0.13 6-7 >548 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.18 6-7 >386 180 TCDL 7.0 Rep Stress!nor YES WB 0.04 Horz(CT) 0.12 5 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-P Weight:26 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-5-8 except(jt=length)5=Mechanical,6=Mechanical,4=0-1-8. (Ib)- Max Horz 8=164(LC 12) Max Uplift All uplift 100 lb or less at joint(s)8,5,6 except 4=-144(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6 except 8=330(LC 19),4=258(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �`��D e OF�ss non-concurrent with other live loads. ` fl 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 �Gj *,V"GINE<cn /O fit between the bottom chord and any other members. ,7 /fj 7)A plate rating reduction of 20%has been applied for the green lumber members. SCI 'yT 8)Refer to girder(s)for truss to truss connections. 89200 P E truss _ 9)Refer to girder(s)for truss to truss connections. 10)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity /or• of bearing surface. -L • �� 11)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,5,6 except(jt=lb) OREGON It// 4=144. G �b4 13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. <O i y 14 2° 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. A.rbR 10-�� ��/`�7 LOAD CASE(S) Standard EXPIRES: 12-31-2019 January 18,2019 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 �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/I-PH 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 'Lennar 6 K5621882 B1703790 JA05 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:21 2019 Page 1 ID:ddyJIzQd19_F46arEDmnsXyJW7Z-4 VMTGJANySJYJcYZzSrV_B4RjZcXHZWU_foZnTzu9r0 -1-0-0 i 6-0-0 9-10-15 ' 1-0-0 ' 6-0-0 3-10-15 Scale=1:35.3 5 4 - - 6.00 112 .-?- 01.11 dei c0.1 h e5 - 3x6 ci 7=- 6 5x6 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) 0.09 6-7 >763 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.17 6-7 >406 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.11 5 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-R Weight:26 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)7=0-5-8,5=Mechanical,6=Mechanical. (Ib)- Max Horz 7=197(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7,5,4 except 3=-172(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 7=328(LC 1),3=263(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-279/108 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs Q�p PRQF� 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. ,c�(, is 6)*This truss has been designed fora 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 (.. !NGiNEJC�A "oA fit between the bottom chord and any other members. V ,7 _v 7)A plate rating reduction of 20%has been applied for the green lumber members. �� 89200PE 8)Refer to girder(s)for truss to truss connections. 9)Refer to girder(s)for truss to truss connections. idiliP/ `, 10)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,5,4 except(jt=lb) d' • 3=172. Q t' 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. y OREGON 4(/ 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 1i 4 2 Nb`�� Y LOAD CASE(S) Standard /O A ' Q V EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. imit 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply Lennar K5621883 B1703790 JA06 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:22 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJ W7Z-YiwrUfB?jmRPwm6mX9MkWOdcgzypOOmeCJY7Jvzu9rN 6-0-0 11-10-15 1-0-0 6-0-0 5-10-15 Scale=1:40.7 5 k:' ;� 6.00!12 9 , 3 +� H d � 3x6 2 , 7 6 5x6 6-0-0 6-0-0 Plate Offsets(X,Y)-- L2:0-3-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) 0.09 6-7 >773 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.17 6-7 >420 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.10 5 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:30 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)7=0-5-8,5=Mechanical,6=Mechanical. (Ib)- Max Horz 7=228(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 3=-178(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,3 except 7=328(LC 1),4=253(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-276/81,2-8=-274/115,3-8=-268/137 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-7-4,Exterior(2)7-7-4 to 11-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. `` R 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �(Q�D P OFF R 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,, �GNGINFF,9 ' fit between the bottom chord and any other members. IL 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 89200P E r 9)Refer to girder(s)for truss to truss connections. '� 10)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. / 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) _ 3=178. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 9 OREGON �(/� 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4= ALJ' N1,' 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum O -4/), 14 2S ''r sheetrock be applied directly to the bottom chord. i+7 �1 A. bR ILL v` LOAD CASE(S) Standard EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,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 'Lennar 4 K5621884 B1703790 JA07 Jack-Open 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:22 2019 Page 1 ID:ddyJ IzQd19_F46arEDmn5XyJ W7Z-YiwrUfB?jmRPwm6mX9MkWOdj3z000_deCJY7JVZu9rN -1-0-0. 6-0-0 13-10-15 '1-0-0 ' 6-0-0 7-10-15 5 6{{ Scale=1:46.1 1, i/ S1 6.00 112 12 11 4 3N m A o1 d os 10 ;- 3x4 2 , d 1 , i'' --- --- _ v - -- —-- ----. 8 9 7 3x4=__ 2x4 H 4-1-7 6-0-0 4-1-7 1-10-9 ' Plate Offsets(X,Y)— L2:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.07 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.20 8-9 >344 180 TCDL 7.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.05 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:38 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)9=0-5-8,6=Mechanical,7=Mechanical. (Ib)- Max Horz 9=259(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7,4,5 except 3=-167(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,3,4 except 9=328(LC 1),5=276(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-270/5,2-10=-307/136,3-10=-296/158 BOT CHORD 8-9=-417/176 WEBS 2-8=-183/433 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-7-4,Exterior(2)9-7-4 to 13-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 -----__ plate-grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 �� PR Fr 3)Unbalanced snow loads have been considered for this design. p 0 C 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ��(0— ‘ w`G`NF�A�,�0 non-concurrent with other live loads. V` . 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C? 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 j� 892VOP E fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. / ��,• 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. iil 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7,4,5 except 4,OREGON Au (jt=lb)3=167. 12. q O� 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. Q y 14 2 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. p ' �� 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �R R I L- sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job Truss Truss Type Oty 'Ply 'Lennar K5621885 61703790 JA08 Jack-Open 10 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:23 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-OvU Eh?CdU3ZGYwhy4ttz3cAtwNLFIRnnRzHgrLzu9rM -1-0-0, 6-0-0 14-9-15 '1-0-0' 6-0-0 8-9-15 Scale:1/4"=1' 6 r, w 14a 6.00 1112 12 11 4 - disil 3 ,. v d, a 10 ; -ci 1 `_ `h - __ - --_-_ - 8 9 7 2x4 i 3x4 =__ 41-7 6-0-0 4-1-7 ' 1-10-9 Plate Offsets(X,Y)— [2:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.07 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.20 8-9 >344 180 TCDL 7.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.05 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:39 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 8-1-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)9=0-5-8,6=Mechanical,7=Mechanical. (Ib)- Max Horz 9=273(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7,4 except 3=-167(LC 12),5=-103(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,3,4 except 9=328(LC 1),5=317(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-270/14,2-10=-327/149,3-10=-316/170 BOT CHORD 8-9=-435/187 WEBS 2-8=-194/451 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-6-4,Exterior(2)10-6-4 to 14-9-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 skip PROFF 3)Unbalanced snow loads have been consideredf miforthis idesign. !t`G`NEc %V.% 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �Gj V` `,9 -[� non-concurrent with other live loads. 9 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 414 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �' 89200PE fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. / /''�-- 8)Refer to girder(s)for truss to truss connections. —ill , ' �� - - 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. "y A_OREGON to 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7,4 except(jt=lb) 4 "y \� 3=167,5=103. �O '9Y 14 Z��P� 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSITTPI 1. FR R I L, LOAD CASE(S) Standard EXPIRES: 12-31-2019 January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 t Job Truss Truss Type Qty Ply Lennar a K5621886 B1703790 JA09 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:24:23 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-OvUEh?CdU3ZGYwhy4ttz3cApsNINITGnRzHgrLzu9rM -1-0-0 .1-0-12 , 6-0-0 8-1-8 11-10-15 '1-0-0 '1-0-12 ' 4-11-4 ' 2-1-8 ' 3-9-7 Scale=1:40.0 6N .4; i; 6.00[12 115: q ad N dj I, ::1. r 75 2x4 „ 10 5x16 !i 3 2 . d 7J !r3:::; 8 0 g4x8=== 3.00 i 12 1-0-12 6-0-0 6-012 11-10-15 '1-0-12 ' 4-11-4 0-0"12 5-10-3 ' Plate Offsets(X,Y)-- [2:0-0-14,0-1-131,[2:0-2-5,Edge],j8:0-4-0,0-2-12]J9:0-0-7,0-1-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) 0.13 7-8 >547 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.95 Vert(CT) -0.17 7-8 >415 180 TCDL 7.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.13 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:32 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)9=0-5-8,6=Mechanical,7=Mechanical. (Ib)- Max Horz 9=227(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7,5 except 4=-167(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,4 except 9=327(LC 1),5=253(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-338/132,3-10=-267/113,4-10=-263/135 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-7-4,Exterior(2)7-7-4 to 11-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp 8;Folly Fyp;rt=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �`Q(G) P R Op non-concurrent with other live loads. NG�NFF /p 861 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. % G`� n 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will v '7 * fit between the bottom chord and any other members. �� 89200PE 9V 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Refer to girder(s)for truss to truss connections. /�' ; 10)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. CC 11)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. -9 OREGON 1,,,� L 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7,5 except(jt=lb) L- 4 y O� 4=167. O 14, 2 Q. 13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5. 4, 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -'`R R 1 0" LOAD CASE(S) Standard EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Ng Design valid for use only with MiTekw 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 Niek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 y Job Truss Truss Type 'Qty Ply Lennar K5621887 B1703790 JA10 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:24 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-U52cvLDFFNh6A3G8ea0Cbpi?YngfUwgxgdl DOozu9rL -1-0-0 , 3-0-12 6-0-0 8-1-8 i 9-10-15 ' 1-0-0 ' 3-0-12 2-11-4 2-1-8 1-9-7 ' Scale=1:36.0 6 fcv1 { it 5 6.00 j 12 .,.r; r{ 4 11 2x4 i 3 ! w 4 d 10 `r, 4x6 H 2 - _ _ 8 d 4x8=- g3x8 H 3.00 112 3-0-12 i 6-0.0 60,12 310-15 3-0-12 2-11-4 0-0'212 3-10-3 Plate Offsets(X,Y)-- [2:0-3-0,0-1-121,18:0-4-0,0-2-8],[9:0-2-5,Edge] 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 0.63 Vert(LL) 0.14 8 >504 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.82 Vert(CT) -0.18 8 >389 180 TCDL 7.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.12 6 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:29 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)9=0-5-8,6=Mechanical,7=Mechanical. (Ib)- Max Horz 9=196(LC 12) Max Uplift All uplift 100 lb or less at joint(s)9,6,7,5 except 4=-142(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 9=327(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-258/96,3-10=-252/102 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �NOTES- op P R pFcsA non-concurrent with other live loads. ``` C t7 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CO GINE / 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,� V` '� 12 fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. K 89200PE r 8)Refer to girder(s)for truss to truss connections. 9)Refer to girder(s)for truss to truss connections. /.„00,. 10)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity —ttl • �� -• • of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. -y OREGON to 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,6,7,5 except L \� (jt=lb)4=142. r rLQ A�. 13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5. /O All i 4, �`' 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 'igen R IIA- LOAD CASE(S) Standard EXPIRES: 12-31-2019 January 18,2019 ...— A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M trek• 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 ANSUTPl1 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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Lennar 1 K5621888 61703790 JA11 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:24 2019 Page 1 ID:ddyJ lzQd19_F46arEDmnsXyJ W7Z-U52cvLDFFNh6A3G8eaOCbpi?CnfAUwmxgd1 DOozu9rL -1-0-0 3-5-8 6-0-0 7-10-15 ' 1-0-0 3-5-8 2-6-8 1-10-15 ' Scale=1:29.7 5 rj Ni '`�. i l . 4 6.00;12 10 2x4 ;; 0 h .4 g d 5x16 2 , 7 d 4x8=== 8. 3.00[12 3-5-8 6-0-0 6-1.8 7-9-7 ' 3-5-8 2-6-8 0-118 1-7-15 ' Plate Offsets(X,Y)-- L2:0-0-14,0-1-13],-L2:0-2-5,Edge],17:0-4-0.0-2-8],-[8:0-0-7,0-1-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.13 7-8 >538 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.18 7-8 >381 180 TCDL 7.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.12 5 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-P Weight:26 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-5-8 except(jt=length)5=Mechanical,6=Mechanical,4=0-1-8. (lb)- Max Horz 8=164(LC 12) Max Uplift All uplift 100 lb or less at joint(s)8,5,6 except 4=-128(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 8=330(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �`D P DOFr non-concurrent with other live loads. G �1 Cs 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 �GJ� !NG`NEF,g `r�DA9 fit between the bottom chord and any other members. V !� 7)A plate rating reduction of 20%has been applied for the green lumber members. �' 89200PE 8)Refer to girder(s)for truss to truss connections. 9)Refer to girder(s)for truss to truss connections. 10)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity Al �� of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,5,6 except(jt=lb) OREGON 41 b �tv 4=128. 1 13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. /O qy 14 N A" 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4,4k RRIL-- LOAD CASE(S) Standard EXPIRES: 12-31-2019 January 18,2019 MEM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE. N 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 Wel(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty Ply 'Lennar K5621889 B1703790 JA12 Jack-Open 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:25 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-yHc_6hDu?hpznDrKCIvR81 FAoA2kDN44vHmnwEzu9rK -1-0-0 , 3-5-8 6-0-0 7-6-0 1-0-0 3-5-8 2-6-8 1-6-0 Scale=1:28.7 5 4 .N 6.00[12j4 2x4 N 11 3 , 4 9 5x16 ;; d 4 2 , 9 7 4x6 8= 3.00[12 3-5-8 6-0-0 6-1,8 3-5-8 2-6-8 Plate Offsets(X,Y)-- [2:0-0-14,0-1-131,_[2:0-2-5,Edge],17:0-2-12,0-2-12],18:0-0-7,0-1-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) 0.12 7-8 >584 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.70 Vert(CT) -0.16 7-8 >435 180 TCDL 7.0 Rep Stress Ina YES WB 0.03 Horz(CT) -0.10 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-P Weight:26 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=316/0-5-8,6=83/Mechanical,4=261/0-1-8 Max Horz 8=154(LC 12) Max UpIift8=-32(LC 12),6=-32(LC 12),4=-140(LC 12) Max Grav8=317(LC 19),6=83(LC 19),4=322(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-3-1,Exterior(2)3-3-1 to 7-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. PROFe �`` 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` C 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 !NGINF& /O fit between the bottom chord and any other members. V 7)A plate rating reduction of 20%has been applied for the green lumber members. �/ 8)Refer to girder(s)for truss to truss connections. :9200P E 9)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity / of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. �' 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6 except(jt=1b) 4=140. OREGON z� 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. L �� LA 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. <0 '9y 14 2,� 0" LOAD CASE(S) Standard MFRRILt-� EXPIRES: 12-31-2019 January 18,2019 MOM 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 �p 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/TRH 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 'Lennar K5621890 B1703790 JA13 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:24:25 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-yHc_6hDu?hpznDrKCIvR81 FAxA1 UDN?4vHmnwEzu9rK -1-0-0 , 2-1-8 6-0-0 7-6-0 ' 1-0-0 ' 2-1-8 i3-10-8 1-6-0 Scale=1:31.0 5 4 - ,a 6.00'[i2 - 4 10 . '•j 2x4 9 2 oo 3 4 d 4x6 „ 4 o .-I --- .j 6G o '7 ,d 4x8-- 8 3x6 , 3.00[12 2-1-8 6-0-0 5-1.8 2-1-8 3-10-8 0-%8 Plate Offsets(X,Y)-- [2:0-3-0.0-1-121,-17:0-4-0.0-2-4],-[8:0-2-1.0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.12 6-7 >597 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.16 6-7 >435 180 TCDL 7.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.11 4 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-P Weight:25 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=316/0-5-8,6=76/Mechanical,4=268/0-1-8 Max Horz 8=154(LC 12) Max Uplift8=-33(LC 12),6=-15(LC 12),4=-156(LC 12) Max Grav8=317(LC 19),6=93(LC 5),4=329(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-3-4,Interior(1)2-3-4 to 3-3-1,Exterior(2)3-3-1 to 7-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. - 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs Q�D e DOFc non-concurrent with other live loads. <(' C` r rl C 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,cc V 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 ��cp !NG►NEf`� /pA fit between the bottom chord and any other members. V !� 7)A plate rating reduction of 20%has been applied for the green lumber members. �' 89200P E 9< 8)Refer to girder(s)for truss to truss connections. 9)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity OP of bearing surface. <9. :o..... .-----'... 10)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6 except(jt=lb) 4=156. OREGON 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. Ili 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /Q 4y1 4 20 A LOAD CASE(S) Standard MRR►L\- EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. pup Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 - Job Truss Truss Type 'Qty Ply Lennar K5621891 B1703790 JA14 Jack-Open 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:25 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-yHc_6hDu?hpznDrKCIvR81 FHhAADDN54vHmnwEzu9rK 1-10-0 1-10-0 ' Scale=1:14.6 6.00 j12 2 2x4 ' 2x4 H 0 c 'Jr' d 6 d 2x4 3.00[12 4 2x4 1-10-0 ' 1-10-0 ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.00 4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-RH Weight:9 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=65/0-3-8,3=65/Mechanical Max Horz 4=48(LC 9) Max Uplift3=-46(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. Gp PR c 8)Bearing at joint(s)4 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity ,`f(,�;G`N�71(? `cS s of bearing surface. Cj , A V 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. (, , '7 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. ,� 89200PE 9< LOAD CASE(S) Standard 'AP,,,,,00.:410"; yO -4/),4'OREGON oto 714 24 1to- MFRRIL\-6 EXPIRES: 12-31-2019 January 18,2019 MIMI ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Not 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 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 'Lennar K562t892 61703790 JA19 Jack-Open 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:24:26 2019 Page 1 I D:ddyJ lzQd19_F46arEDmnsXyJ W7Z-QUAMK1 EWm_rgPNQXm?RghEoNeaNyypyE7xWKSgzu9rJ 6-0-0 11-10-7 6-0-0 T 5-10-7 Scale=1:40.7 Cu j$ 6.00[12 3 9 - 2 / m e d 3x4 a 1 .La -- ";i 6 7 5 3x4=== 2x4 , 4-1-6 6-0-0 ' 4-1-6 1-10-10 ' Plate Offsets(XX)- 11:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.07 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.20 6-7 >344 180 TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.05 4 n/a n/a BCLL 0.0 Code 1BC2015/TP12014 Matrix-P Weight:33 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 9-5-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)7=0-3-8,4=Mechanical,5=Mechanical. (lb)- Max Horz 7=205(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,5,3 except 2=-171(LC 12) Max Gray All reactions 250 lb or less at joint(s)7,4,5,3 except 2=253(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-273/116,2-8=-264/131 BOT CHORD 6-7=-349/162 WEBS 1-6=-168/363 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 7-6-12,Exterior(2)7-6-12 to 11-9-11 zone; cantilever left and right exposed;end vertical left and right exposed;C:-C:for mamhare and form's A 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=1.10 el RD 3)Unbalanced snow loads have been considered for this design. .`�(, NGINE f U.C1 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G,<(''‘ G` `n 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �. v *7 ?j fit between the bottom chord and any other members. �/ 89200PE 9F! 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. /r/ 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. i411,00001'...._ _ . 40% - 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5,3 except(jt=lb) 2=171. OREGONl44/ 11) 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3. Ii 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �O '9y 14 2- A LOAD CASE(S) Standard MRRILA-�` EXPIRES: 12-31-2019 January 18,2019 ...- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. NW Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty 'Ply Lennar K5621893 81703790 JA20 Jack-Open 8 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:24:26 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-QUAMK1 EWmygPNQXm?RghEoNSaNyyokE7xWKSgzu9rJ 6-0-0 13-10-15 6-0-0 7-10-15 Scale=1:46.2 6 rs .a 6.00;12 11 3 N CY O OS 10 3x4 1 , d' A 8 9 7 2x4 ! 3x4 4-1-6 6-0-0 4-1-6 1-10-10 Plate Offsets(XX)- L1:0-1-12.0-1-8j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.07 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.20 8-9 >344 180 TCDL 7.0 Rep Stress Ina YES WB 0.13 Horz(CT) 0.05 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-P Weight:37 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)9=0-3-8,6=Mechanical,7=Mechanical,2=0-3-2. (Ib)- Max Horz 9=237(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7,3,4,5 except 2=-172(LC 12) Max Gray All reactions 250 lb or less at joint(s)9,6,7,3,4,5 except 2=253(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-319/143,2-10=-310/158 BOT CHORD 8-9=-391/186 WEBS 1-8=-194/406 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 9-7-4,Exterior(2)9-7-4 to 13-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 �tp PROFFscr 3)Unbalanced snow loads have been considered for this design. `N 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C3 G.,`G E 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � `•7 fit between the bottom chord and any other members. �Gf 6)A plate rating reduction of 20%has been applied for the green lumber members. 89200PE 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. 11. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. -�• 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7,3,4,5 except (jt=lb)2=172. - OREGON‘‘'• 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4,5. 4 . ‘� A 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. "O Aly 14 2p P"1' LOAD CASE(S) Standard MRFR 10.04. EXPIRES: 12-31-2019 January 18,2019 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. hut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 'Lennar K5621894 B1703790 JA21 Jack-Open 20 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:27 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-ugkkXNF8Xl4h 1 X?jJjyVDSKYOJBhEwNMbFu_6zu9rl 6-0-0 14-9-6 6-0-0 8-9-6 Scale:1/4"=1' 5 a 1‘4" 0 4 6.00 112 1011, 3 " 6 2 1 t 3x4 , %I II 9 7 8 6 2x4 II 3x4=__ 4-1-6 6-0-0 4-1-6 ' 1-10-10 Plate Offsets(X,Y)-- L1:0-1-12,0-1-81 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 0.46 Vert(LL) -0.07 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.20 7-8 >344 180 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.05 5 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-P Weight:38 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)8=0-3-8,5=Mechanical,6=Mechanical. (Ib)- Max Horz 8=250(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,6,3 except 2=-171(LC 12),4=-102(LC 12) Max Gray All reactions 250 lb or less at joint(s)8,5,6,3 except 2=253(LC 1),4=306(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-335/155,2-9=-326/169 BOT CHORD 7-8=-405/197 WEBS 1-7=-204/421 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)0-1-13 to 3-1-13,Interior(1)3-1-13 to 10-5-11,Exterior(2)10-5-11 to 14-8-10 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 ` c D PROFF 3)Unbalanced snow loads have been considered for this design. c<(; NG�NEF cSis$ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %, G` Cn 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 v '7 * fit between the bottom chord and any other members. �� :9,z i� �` 6)A plate rating reduction of 20%has been applied for the green lumber members. 7 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3,4. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6,3 except(jt=lb) 2=171,4=102. OREGON 4, 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4. 4- � ' 20� � A f ,9 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r 14 A LOAD CASE(S) Standard MFR R%L.\-�` EXPIRES: 12-31-2019 January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not tut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty 'Ply Lennar K5621895 B1703790 JA29 Jack-Open 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fd Jan 18 07:24:27 2019 Page 1 ID:ddyJ IzQd19_F46arEDmn5XyJ W7Z-ugkkXNF8Xl4h1 X?jJjyVDSKU I_gohG?NMbFu_6zu9rl -1-0-0 L 6-0-0 7-6-0 ' 1-0-0 ' 6-0-0 1-6-0 ' Scale=1:31.0 4 3 ,N 6.00';12 [,- 8 - 0 0 7 0 6 h 2 1 C t1 I 6 4x6=_= 5 6-0-0 6-0-0 ' Plate Offsets(X,Y)-- [6:Edge,0-1-81 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) 0.08 5-6 >868 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.92 Vert(CT) -0.17 5-6 >412 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.09 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-R Weight:23 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=316/0-5-8,5=65/Mechanical,3=279/0-1-8 Max Horz 6=155(LC 12) Max Uplift6=-35(LC 12),3=175(LC 12) Max Grav6=317(LC 19),5=107(LC 5),3=340(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-266/137 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-3-1,Exterior(2)3-3-1 to 7-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs `Q�p P R04- non-concurrent with 04- non-concurrentwith other live loads. NG�NEF �O 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Co` (0- , ` n 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,, v 49 * fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. K' :9200PE "S71! 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. // 1 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) �' �1 g5.0 3=175. a" 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9 OREGON 4(/ 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. li 4 2 \ �� LOAD CASE(S) Standard <O '9y 14 1i MFR R ILS- EXPIRES: 12-31-2019 January 18,2019 IMMO ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mita 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/fPI1 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,VA22314. Corona,CA 92880 Job Truss Truss Type 'Qty 'Ply Lennar K5621896 B1703790 SA01 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:28 2019 Page 1 I D:ddyJ IzQd19_F46arEDmn5XyJ W7Z-MsH7kjGm IcCYehavtQT8mftmAOB9QjuWbF?RXZzu9rH -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:14.7 3 2x4 6.00 j1,12 3x4 d M N N _ „i 4 r5 a d 2x4 5 3.00 F,12 3x4 1-10-15 1-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) 0.00 5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 4 n/a n/a BOLL 0.0 * Code IBC2015/TP12014 Matrix-RH Weight:11 lb FT=10% BCDL 10.0 ,_ LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 DF Std G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=167/0-5-8,4=42/Mechanical Max Horz 5=62(LC 9) Max Uplift5=-26(LC 12),4=-48(LC 12) Max Grav5=205(LC 18),4=47(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��`�GO PR OEM fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. G`NE.e� s'o 8)Refer to girder(s)for truss to truss connections. c V V` -!� 9)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ��C! r of bearing surface. 89200PE 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -' �i/ LOAD CASE(S) Standard 17, ,�,�OREGON �, , O 4 t-,40-7,11, ' 2� -� 14, P - MFR R 10- EXPIRES: 12-31-2019 January 18,2019 mi 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 Mi reka 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 'Lennar K5621897 81703790 SA02 Jack-Open 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:28 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-MsH7kjGm IcCYehavtQT8mftmOOBQQjFWbF?RXZzu9rH -1-0-0 3-11-7 1-0-0 3-11-7 Scale=1:19.8 3 r-. 6.00 1,12 8 N_ 4x6--- O 0 th 4x8 =__ 3.00;12 2x4 3-5-8 3-11-7 3-5-8 '0515 Plate Offsets(X,Y)-- [2:0-1-13,0-0-141,_[2:0-3-0,0-1-141,_[5:0-0-10,0-2-8],16:0-0-0,0-1-13],(7:0-2-0,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.01 5-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.02 5-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-R Weight:19 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=279/0-5-8,3=98/Mechanical,4=76/Mechanical Max Horz 7=91(LC 9) Max Uplift7=-14(LC 12),3=-75(LC 12) Max Grav7=282(LC 19),3=110(LC 19),4=132(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-261/150 BOT CHORD 5-7=-259/194 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �` �p P Opt non-concurrent with other live loads. • ``` C 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Cj GNGNE�` O 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� V /lj fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 89200PE 8)Refer to girder(s)for truss tottruss connections. oconnections. t0 9)Refer to girder(s)for truss to truss connections. 10)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,3. OREGON At,12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 2J y 2.°N 0"; LOAD CASE(S) Standard /O� RRIL\- P EXPIRES: 12-31-2019 January 18,2019 ®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 Nut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Frei( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 'Lennar K5621898 81703790 SA03 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:28 2019 Page 1 ID:ddyJIzQd19_F46arEDmnsXyJW7Z-MsH7kjGmIcCYehavtQT8mftm8OB5Qjt\M F?RXZzu9rH -1-0-01-11-7 1-0-0 1-11-7 Scale=1:14.8 3 2x4 6.00[12 g 3x4i i .. N N d 2x4 " 3.00'12 SII 3x4 I, 1-11-7 1-11-7 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 0.27 Vert(LL) 0.00 5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 4-5 >999 180 TCDL 7.0 Rep Stress!nor YES WB 0.02 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-RH Weight:11 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-7 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=169/0-5-8,4=44/Mechanical Max Horz 5=62(LC 9) Max Uplift5=-26(LC 12),4=-49(LC 12) Max Grav5=204(LC 18),4=48(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live-loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will NOTES- _03 PROF fit between the bottom chord and any other members. •� �NGINFF9 cr�D 7)A plate rating reduction of 20%has been applied for the green lumber members. �Gj V` 8)Refer to girder(s)for truss to truss connections. �? * 9)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity �<G/ :92i OP "jam of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4. / w 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /_ LOAD CASE(S) Standard 7120 4 OREer GON.1" A. /O -9y14, 4- 4 MRRIL\ v. - EXPIRES: 12-31-2019 January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. put 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/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 'Lennar K5621899 B1703790 SA04 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Pant:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:24:29 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-r3rVy2HO3vKPGr96R7_NItQx1 oXQ9AVgpvk_3?zu9rG -1-0-0 1-11-7 1-0-0 1-11-7 Scale=1:14.8 3 6.00 112 6 3x4 2 N N N j C) N d • 5 4 2x4 ii 1-11-7 1-11-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 4-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-R Weight:9 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-7 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=172/0-5-8,3=37/Mechanical,4=14/Mechanical Max Horz 5=62(LC 9) Max Uplift5=-28(LC 12),3=-46(LC 12),4=-5(LC 9) Max Grav5=203(LC 18),3=38(LC 19),4=33(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will <(' 0:0) P R Op „ fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. ,,o !NGINEfr 'o 8)Refer to girder(s)for truss to truss connections. V 4-7A -!� 9)Refer to girder(s)for truss to truss connections. C/ 17 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3,4. 89200P E c 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard L • I/. • • 74. . OREGON A5 /0 -9y i4, 2° 0- .v/FR R 10- EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not tut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/I-PH Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION �' A 3/4" Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Mr,. Dimensions are in ft-in-sixteenths. I? Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal orX-bracing,is always required. See BCSI. TOP CHORDS �� 2. Truss bracing must be designed by an engineer.For 0-1/16" wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I Milligit racing should be considered. O_ IL\ilpiyA,It21 3. ever exceed the design loading shown and never 1-A U U tack materials on inadequately braced trusses. a O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate O c�-s ca-� ca sH designer,erection supervisor,property owner and BOTTOM CHORDS all other interested parties. plates 0- Iiie'from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. ';Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless shall not te exceed 19% ofherwise noted,moisture content lumber at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions ,indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. *HMO reaction section indicates joint , 111111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. ... . hifhilmil .... , 18.Use of green or treated lumber may pose unacceptable _,� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. ot BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, 'Tek ANSIITPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 MiTek6 MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B1703790 Lennar The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K5621901 thru K5621944 My license renewal date for the state of Oregon is December 31,2019. <<-1% PROpc ,NGIN /0 FF9 89200PE 9� 4,OREGON b, 4.4./A. Q 4k 14, S° P-`- January 18,2019 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type 'Qty 'Ply 'Lennar K5621901 - B1703790 A01 HIP GIRDER 1 �f L Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:30:40 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-TQm Ipvm6hv3mHs0PgY8Nr6HJ6L?GapoH7766a?zu91T 5-10-15 5-6-7 -1-0-0 3-5-8 .5-4-11 .6.10-4 9-10-4 15-5-0 20-10-0 26-4-12 29-4-12 32-5-10 35-6-8 38-105 1-0-0' 3-5-8 '1-11-3 04-8 ' 3-0-0 5-6-12 5-5-0 5-6-12 3-0-0 3-0-14 3-0-14 3-3-14 Scale=1:72.1 0-1-115-11-5 4x4 --- 8x8=__ 6.00 12 4x4 =_= 4x4=_= 4x8 =_= 4x8 =_= 4x8 =_= 5x6 === 4 rc_,22 23 5 ,_,24 _„25 6,26 -„27 .p8 7.4 2f1,, $0 9 3f 3? a0 1Q:^ 34 .35 -A,6 11 5x10: :'� ,„ .,. ' 3-, -'; ,-} :- 5-,g:. .' , -,1 , oa a 2x4 „ %1o 20 38--`- 14 47 48 49 5013 51 -- 8x8 =: 37 19 1817 16 15 4fi 8x8 _ 21 8x8 =_= 39 40 41 42 43 44 45 8x8=_= 12 7x14 MT18H=_= 4x4 =_= 7x14 MT18H-_ 3x6 6x8 4x4=__ 3.00[12 3-5-8 .554-11 6-10-4. 9-10-4 15-5-0 20-10-0 26-4-12 . 29-4-12 . 32-5-10 35-6-8 38-10-6 3-5-8 '1-11-3 '1-5-9' 3-0-0 5-6-12 5-5-0 5-6-12 3-0-0 3-0-14 3-0-14 3-3-14 Plate Offsets(X,Y)-- [3:0-3-8,0-2-0],[4:0-5-12,Edge],[11:0-2-4,0-2-8],[12:0-3-5,0-1-1],[13:0-4-0,0-4-8],[14:0-4-0,0-4-12],[15:0-7-0,0-4-4],[18:0-7-0,0-4-0],[19:0-3-12,0-4-8], [20:0-2-8,0-4-121,_121:0-2-8,0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) 0.38 16-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.75 16-17 >620 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.26 12 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-RH Weight:511 lb FT=10% BCDL 10.0 , LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except 1-4:2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(5-2-3 max.):4-11. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G*Except* 5-19,9-14,11-13:2x4 DF No.1&Btr G REACTIONS. (lb/size) 12=3537/0-3-14,21=3622/0-5-8 Max Horz 21=168(LC 40) Max Upliftl2=-1576(LC 7),21=-1538(LC 10) Max Gray 12=3591(LC 25),21=3910(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-6841/2907,4-22=-7171/3151,22-23=-7183/3157,5-23=-7186/3156, 5-24=-7683/3503,24-25=-7683/3503,6-25=-7683/3503,6-26=-9386/4448, 26-27=-9386/4448,27-28=-9386/4448,7-28=-9386/4448,7-8=-9653/4665, 8-29=-9653/4665,29-30=-9653/4665,9-30=-9653/4665,9-31=-8875/4177, 31-32=-8875/4177,32-33=-8875/4177,10-33=-8875/4177,10-34=3583/1649, 34-35=-3583/1649,35-36=-3583/1649,11-36=-3583/1649,11-12=-3534/1592, 2-21=-365/138 BOT CHORD 20-21=-2718/6421,20-37=-2642/6096,19-37=-2642/6096,19-38=-3565/7907, 18-38=-3562/7887,18-39=-4394/9386,39-40=-4394/9386,17-40=-4394/9386, tp P R pF 17-41=-4605/9653,41-42=-4605/9653,42-43=-4605/9653, 05/9653, 16-44 4032/8447,44-45=-4032/8447,15-45=-4032/8447,15-46=-4111/8607, `Ct" 'GINE . /O 46-47=-4110/8625,14-47=-4121/8647,14-48=-3173/6791,48-49=-3173/6791, S, V` Ijj 49-50=-3173/6791,13-50=-3173/6791 <G/ 'jo WEBS 3-20=-827/1947,4-20=-366/473,4-19=-1403/3059,5-19=-760/514,5-18=-628/324, K' 89200PE V 9-15=-1900/978,9-14=-225/701,10-14=-1348/2814,10-13=-4331/2065, 11-13=-2157/4769,3-21=-8023/3274,6-18=-2030/1144,6-17=-131/548,7-17=-347/289, id./� -;. 7-16=-569/379,9-16=-708/1441 NOTES- 9L4OREGON �� 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. /Q '9Y 14 2.0\ A Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 cc. ' Webs connected as follows:2x4-1 row at 0-9-0 oc. MER R I�„`•�` 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 EXPIRES: 12-31-2019 (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 January 18,2019 ddrgillbd/ ede1P;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 IIIIINIM®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lig Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty 'Ply 'Lennar • K5621901 B1703790 A01 HIP GIRDER 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:30:41 2019 Page 2 ID:ddyJlzQd19_F46arEDmn5XyJW7Z-ydK71 FnkSCBdu?bbDGfcNJgUsILVJG2QMnsf6Rzu9IS NOTES- 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 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 arty 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)Bearing at joint(s)12,21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=1576,21=1538. 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 6-0-0 oc max.starting at 6-0-12 from the left end to 34-11-4 to connect truss(es)to front 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)443 lb down and 205 lb up at 5-8-9,203 lb down and 147 lb up at 8-0-12, 205 lb down and 175 lb up at 10-0-12,183 lb down and 181 lb up at 12-0-12,188 lb down and 170 lb up at 14-0-12,188 lb down and 170 lb up at 16-0-12,188 lb down and 170 lb up at 18-0-12,188 lb down and 170 lb up at 19-6-0,188 lb down and 170 lb up at 20-11-4,188 lb down and 170 lb up at 22-11-4,188 lb down and 170 lb up at 24-11-4,173 lb down and 170 lb up at 26-11-4,184 lb down and 145 lb up at 28-11-4,192 lb down and 131 lb up at 30-11-4,264 lb down and 143 lb up at 32-11-4,and 264 lb down and 143 lb up at 34-11-4,and 271 lb down and 159 lb up at 36-11-4 on top chord,and 64 lb down and 40 lb up at 8-0-12,67 lb down at 9-10-4,61 lb down and 33 lb up at 26-11-4,and 69 lb down and 52 lb up at 28-11-4,and 56 lb down and 35 lb up at 36-11-4 on bottom 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:1-2=-64,2-4=-64,4-11=-64,20-21=-20,19-20=-20,18-19=-20,15-18=-20,14-15=-20,13-14=-20,12-13=-20 Concentrated Loads(Ib) Vert:4=-368 18=-47(F)5=-135 7=-118 16=-38(F)22=-137 24=-113 25=-118 26=-118 27=-118 28=-118 29=-118 30=-118 31=-103 32=-114 33=-125 34=-194 35=-194 36=-201 37=-532(F=-70)38=-64(F)39=-45(F)40=-38(F)41=-38(F)42=-38(F)43=-38(F)44=-38(F)45=-38(F)46=-55(F)47=-69(F)48=-76(F)49=-63(F)50=-63(F) 51=-56(F) ®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/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 Lennar K5621902 - B1703790 AO1A HIP GIRDER 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:30:43 2019 Page 1 I D:ddyJ IzQd19_F46arEDmn5XyJ W7Z-u?SuSxo_gRL8Jl_Lgh4TkvrJY3YnD4jp5LmBKzu9IQ 5-10-15 -1-0-0, 2-7-13 . 5-1-14 5-6-7. 9-10-4 15-5-0 20-10-0 26-412 293-40-_102 32-5-10 35-6 38-10-6 1-0-0f 2-7-13 2-6-1 04-9' 3-11-5 5-6-12 5-5-0 S5-12 3-0-14 3-0-14 3-3-14 0-4-8 Scale=1:72.3 4x4 =_ 5x10 6.00:12 2x4 „ 4x4=_= 4x8 =_= 4x4=_= 4x4-_ 2x4 II 5x8 === 2x4 II II 4., x,22 23.;.,5 24 .-„25 6n 26 --,27 -28 7.,§ 24, al?. 9 3 ._„10 32„ 33 11,; 34 y3.f12 ,.66 13 4x6 :,.} ..� ;9^ ... •'^_ ' :' " .•' ... •' "Y' - 2x4 ;! o �4 a _ F d 2 ..._.. --- e --- , 15 La 20 8x12 =- .. 21 6x6=_= 19 37 38 18 39 40 41 17 42 43 16 14 5x6=_= 8x8=== 4x4=_= 8x8=- 5x6= 4x4=__ 3.00 112 32-7-7 5-0-2 5-1.14 9-104 115-5-0 20-10-0 26-4-12 294-12 32-3-14 32-.10 35-6-8 38-10- ' 5-0-2 0-1L13 4-8-6 5-6-12 5-5-0 5-6-12 3-0-0 2-11-2 0-15'-1'3 2-11-2 3-3-146 0-1-13 Plate Offsets(X,Y)— L3:0-2-12,0-1-121[14:0-3-0,0-2-121115:0-6-0,0-4-121,116:0-3-12,0-4-81119:0-3-0,0-4-12],120:0-2-4,0-4-0],[21:0-2-12,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.32 17-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.68 Vert(CT) -0.64 17-18 >725 180 TCDL 7.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.24 14 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-RH Weight:511 lb FT=10% BCDL 10.0 , LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins, except 1-4:2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(5-7-12 max.):4-13. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 8-8-7 oc bracing. WEBS 2x4 DF Std G*Except* 10-15,12-15:2x4 DF No.1&Btr G REACTIONS. (lb/size) 14=2770/0-3-14,21=2708/0-5-8 Max Horz 21=168(LC 40) Max Upliftl4=-1186(LC 7),21=-1151(LC 10) Max Gray 14=2961(LC 25),21=2984(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-6037/2568,4-22=-6252/2878,22-23=-6264/2883,5-23=-6267/2883, 5-24=-6245/2871,24-25=-6245/2871,6-25=-6245/2871,6-26=-7974/3765, 26-27=-7974/3765,27-28=-7974/3765,7-28=-7974/3765,7-8=-8328/3913, 8-29=-8328/3913,29-30=-8328/3913,9-30=-8328/3913,9-31=-7203/3196, 31-32=-7203/3196,10-32=-7203/3196,10-33=-7698/3219,11-33=7698/3219, 11-34=-7698/3219,34-35=7698/3219,12-35=-7698/3219,2-21=-291/106 BOT CHORD 20-21=-1675/3786,19-20=-2303/5168,19-37=-3750/7974,37-38=-3750/7974, 18-38=-3750/7974,18-39=-3898/8328,39-40=-3898/8328,40-41=-3898/8328, 17-41=-3898/8328,17-42=-3240/7256,42-43=-3240/7256,16-43=-3240/7256, 15-16=-3420/7852,14-15=-1407/3218 ED PROF WEBS 5-19=-1036/578,7-17=-607/464,9--17=-8291523,4-206/748, =-6361663,4-19=-991/1817,0/1101, 3 208=-110/557, =-786 1/929, q\51�°) INE �`S''/ 3-21=-5108/2102,11-15=-332/153,10-16=-632/156,10-15=-127/452,12-15=-2305/5488, Gid [i E GIjL 12-14=-4687/1996 �� 89200PE 9V NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: j,� Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. #2iIP Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. Q OREGON �� 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 17Z- �� connections have been provided to distribute onlyloads noted as(F)or(B),unless otherwise indicated. / '9 20 3)Wind:ASCE 7-10;Vult= 40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS MY 141 ell?, (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 eR R I LA V 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs EXPIRES: 12-31-2019 non-concurrent with other live loads. January 18,2019 C7irwrIpy i 8tg drainage to prevent water ponding. __ ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only with MiTek60 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/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty 'Ply 'Lennar K5621902 B1703790 A01A HIP GIRDER 1 n L Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MTek Industries,Inc.Fri Jan 18 07:30:43 2019 Page 2 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-u7SuSxo_gRL8JI_Lgh4TkvrJY3YnD4jp5Lm BKzu91Q NOTES- 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Bearing at joint(s)14,21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=1186,21=1151. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 12-0-12 from the left end to 24-11-4 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)268 lb down and 140 lb up at 8-0-12,201 lb down and 179 lb up at 10-0-12 ,195 lb down and 174 lb up at 12-0-12,196 lb down and 175 lb up at 14-0-12,195 lb down and 174 lb up at 16-0-12,195 lb down and 174 lb up at 18-0-12,195 lb down and 174 lb up at 19-6-0,195 lb down and 174 lb up at 20-11-4,195 lb down and 174 lb up at 22-11-4,196 lb down and 175 lb up at 24-11-4,59 lb down and 56 lb up at 26-11-4, 74 lb down and 56 lb up at 28-11-4,306 lb down and 146 lb up at 30-11-4,208 lb down and 106 lb up at 32-11-4,and 208 lb down and 106 lb up at 34-11-4,and 208 lb down and 106 lb up at 36-11-4 on top chord,and 67 lb down at 10-0-1 on bottom 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:1-2=-64,2-4=-64,4-13=-64,20-21=-20,19-20=-20,16-19=-20,15-16-20,14-15=-20 Concentrated Loads(Ib) Vert:19=-47(F)5=-131 7=-125 17=-38(F)22=-157 24=-125 25=-127 26=-125 27=-125 28=-125 29=-125 30=-127 32=-15 33=-180 34=-108 35=-108 36=-108 37=-38(F) 38=-38(F)39=-38(F)40=-38(F)41=-38(F)42=-38(F)43=-38(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 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 Lennar K5621903 - B1703790 A02 Hip 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fd Jan 18 07:30:46 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-Ia704zrtHlgw?nTZ0pFn4NXEim2Q_VT9W2ZQofzu9IN 9-10-4 .1-0-0. 3-5-851-1:614- 755 7-10-15 14-1-10 22-1£ 26-4-12 31-1-1 31.5.8 35-6-3 38-10-6 1-0-0' 3-5-8 2-0-10 0'4-7 4-3-7 7-11-11 4-3-7 4-8-5 0-4-7 4-0-11 3-4-3 ' 1-11-5 Scale=1:75.4 8x12 7x14 MT18H 2x4 N 4x8=_= 2x4 i i 6.00 12 4x4=_= 4x4 =__ 4 5 ,24 2$.y6 •_,26 7,,27 z§ 29 ,8 3Q.,, 31,.., 9 32,33 34 35 0 2x4 ;; �,,,q•• :,4 H t i_2_, ,p, �. -'':`'• 5x12 MT18H- 11 °dd 5x12 `-g-. 3x6 o :se 12 d h 18 -o=af' .. :•' .5`.t.1 5 'o__ .l: t - 2x4 8x8=_= 2x4 ":9 8x12 =_= 13 19 2x4 17 16 15 3x4=== 5x12 MT18H=- 5x12 MT18H= 3x6 I l 2x4 5x12 MT18H=__ 3.00 i12 5-3-10 5-1-14 3-5-8 ,5-0-2 9-10-4 18-1-8 26-4-12 32-5-10 , 38-10-6 ' 3-5-8 '1-6-9'1' 4-6-9 8-3-4 8-3.4 6-0-14 6-4-12 ' 0-1-13 0-1-13 Plate Offsets(X,Y)-- [2:0-3-0,0-1-12],[4:0-5-0,0-3-0],[6:0-1-8,0-2-0],[10:0-5-0,0-2-12],[11:0-3-12,0-2-8],[12:Edge,0-1-12],[13:0-3-2,Edge],[14:0-3-12,0-4-8],[15:0-5-12,Edge], 117:0-5-12,0-2-81,118:0-5-8,0-4-01,120:0-2-4,0-1-01,[21:0-2-4,0-1-0],[22:0-2-3,0-1-01.123:0-2-3,0-1-01 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 0.79 Vert(LL) -0.44 15-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.91 15-16 >509 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr YES WB 0.79 Horz(CT) 0.43 13 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:237 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 end verticals,and 4-7,7-10:2x6 DF No.2 2-0-0 oc purlins(2-3-7 max.):4-10. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-17,11-13 2-19,2-18:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 19=2226/0-5-8,13=2288/0-3-14 Max Horz 19=103(LC 11) Max Upliftl9=-616(LC 12),13=-690(LC 13) Max Grav19=2623(LC 31),13=2623(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5133/1300,3-4=-5084/1409,4-5=-3906/1140,5-24=-3903/1134,24-25=-3903/1134, 6-25=-3903/1134,6-26=-5239/1491,7-26=-5239/1491,7-27=-5239/1491, 27-28=-5239/1491,28-29=-5239/1491,8-29=-5239/1491,8-30=-4735/1434, 30-31=-4735/1434,31-32=-4735/1434,9-32=-4735/1434,9-33=-4735/1434, 33-34=-4723/1433,34-35=-4721/1434,10-35=-4716/1435,10-11=-5617/1654, 11-12=-348/111,12=13=-332/114 BOT CHORD 17-18=-865/3573,16-17=-1265/4971,15-16=-1395/5356,14-15=-1217/4504, 13-14=-1098/3918 t0 PROF WEBS 8-15=-951/187, -152-1=-715/230,10-1 =-4 02/184, 3408M2 196-16=-67/460,/41,2, 3-1=-455/24, � SI.' JS CV 8-15=-955/287,9-15=-715/230,10-15=-123/745,2-19=-2568/741,3-18=-455/247, �Gj NGINEF.7 4�A_ 11-13=-4767/1398 Li4 2� 89200PE r NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 13-2-9,Interior(1)13-2-9 to 25-9-7,Exterior(2)25-9-7 to 38-8-9 zone;cantilever .411P left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 y OREGON 1,‘+ ��� 4 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 4- 4 3)Unbalanced snow loads have been considered for this design. /O y 14 0 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs /�j non-concurrent with other live loads. -'FR R I L\- 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. EXPIRES: 12'31-201 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 18,2019 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI•7473 rev.10/03/2015 BEFORE USE. Nu" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty 'Ply 'Lennar K5621903 B1703790 A02 Hip 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:30:46 2019 Page 2 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-Ia704zrtHlgw?nTZ0pFn4NXEim2Q_VT9W2ZQofzu9IN 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. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Bearing at joint(s)19,13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=616,13=690. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)102 lb down and 142 lb up at 7-8-9,115 lb down and 100 lb up at 10-0-12, 195 lb down and 140 lb up at 12-0-12,170 lb down and 144 lb up at 14-0-12,156 lb down and 144 lb up at 16-0-12,156 lb down and 144 lb up at 18-0-12,156 lb down and 144 lb up at 19-6-0,156 lb down and 144 lb up at 20-11-4,156 lb down and 144 lb up at 22-11-4,170 lb down and 144 lb up at 24-11-4,195 lb down and 140 lb up at 26-11-4,and 115 lb down and 100 lb up at 28-11-4,and 320 lb down and 359 lb up at 31-3-7 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:1-4=-64,4-10=64,10-12=-64,18-19=-20,17-18=-20,15-17=-20,14-15=-20,13-14=-20 Concentrated Loads(Ib) Vert:4=3 5=-49 6=-100 10=-221 24=125 26=-86 27=-86 28=-86 29=-86 30=-86 31=-100 33=-125 35=-49 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,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 'Lennar - K5621904 81703790 AO2A Hip 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:30:48 2019 Page 1 ID:ddyJ IzQd19_F46arEDmn5XyJ W7Z-EzFnVes7pM4dE4dx8EHFAocbwZkISQSSzM2XsXzu9IL 9-10-4 -1-0-0. 5-1-14 75b 7-10-10 14-1-10 22-1-6 26-0-12 31-1-1 31.5.8 35-6-3 36-10-6 1-0-0' 5-1-14 2-4-10 0-0-7 4-3-7 7-11-11 4-3-7 4-85 0-0-7 4-0-11 3-0-3 1-11-5 Scale=1:75.5 8x12 10x10 2x4 ;; 4x8 Zr: 2x4 ii 6.00 12 4x4 --- 4x4-_- 4 5 .20 21.y6 ,_,22 7.,,23 24 25,.-.,8 26,, 27.,, 9 28-,,29 ,,9 30 X31 0 2x4 -9,- g.�" ,t'.` '•• 'd t-- 5x12 , 11 5x10 : ,:e, , 312 21 1 ---" -- .Jen _ ,., _--- •'- 5x12 MT18H--- -�frk 18 8x12 =_= 17 16 15 13 19 3x4_= 5x12 MT18H=- 5x12 MT18H= 3x6 ;; 5x12 MT18H=__ 3.00 12 5-3-10 5-0-2 5-144 9-10-4 18-15 , 26-4-12 32-5-10 38-10-6 5-0-2 0-11-113 4-6-9 8-3-4 8-3-4 6-0-14 ' 6-4-12 0-1-13 Plate Offsets(X,Y)-- [2:0-2-12,0-2-0],[4:0-5-0,0-3-0],[6:0-1-8,0-2-0],[10:0-3-8,0-5-0],[11:0-4-12,0-1-12],[12:Edge,0-1-12],[13:0-3-2,Edge],[14:0-6-0,0-3-8],[15:0-5-8,0-2-8], 118:0-6-0,0-3-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.40 15-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.86 15-16 >537 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.40 13 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:224 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-7,7-10:2x6 DF No.2 2-0-0 oc purlins(2-5-14 max.):4-10. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-17,11-13 2-19,2-18:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 19=2091/0-5-8,13=2153/0-3-14 Max Horz 19=103(LC 11) Max Upliftl9=-592(LC 12),13=-663(LC 13) Max Gray 19=2485(LC 31),13=2487(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4817/1233,3-4=-4770/1343,4-5=-3697/1080,5-20=-3688/1074,20-21=3688/1074, 6-21=-3688/1074,6-22=-5024/1407,7-22=-5024/1407,7-23=-5024/1407, 23-24=-5024/1407,24-25=-5024/1407,8-25=-5024/1407,8-26=-4510/1357, 26-27=-4510/1357,27-28=-4510/1357,9-28=-4510/1357,9-29=-4508/1358, 29-30=-4500/1358,30-31=-4493/1358,10-31=-4492/1359,10-11=-5276/1584, 11-12=-336/108,12-13=-322/112 BOT CHORD 17-18=-822/3324,16-17=-1197/4762,15-16=-1311/5134,14-15=-1159/4219, 13-14=-1054/3701 00 PRO/ WEBS 4-17=-327/1181,5-17=-585/176,6-17=-1579/502,6-16=-81/479,8-16=-244/276, .`C..%- Fss 8-15=-919/282,9-15=-685/215,10-15=-95/723,2-19=-2431/712,3-18=-461/245, �q GNG�NE1$ �� 4-18=-458/1721,2-18=-988/4200,10-14=-387/1703,11-14=-370/1393,11-13=-4498/1342 C� v 'V 4. NOTES- ;(-1;-‘2.7. ' 89200PE 9< 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 13-2-9,Interior(1)13-2-9 to 25-9-7,Exterior(2)25-9-7 to 38-8-9 zone;cantilever ill �� left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0SC 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1.10 -yG ,�OREGON 44 3)Unbalanced snow loads have been considered for this design. \ ^ 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs <© '9Y 14 �y 2� non-concurrent with other live loads. M 5)Provide adequate drainage to prevent water ponding. R R II.\- 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. EXPIRES: 12-31-2019 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. January 18,2019 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mil. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII 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 Lennar K5621904 B1703790 AO2A Hip 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MuTek Industries,Inc.Fri Jan 18 07:30:48 2019 Page 2 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-EzFnVes7pM4dE4dx8EHFAocbwZkISQSSzM2XsXzu9IL NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Bearing at joint(s)19,13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=592,13=663. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)108 lb down and 99 lb up at 10-0-12,177 lb down and 139 lb up at 12-0-12 ,72 lb down and 103 lb up at 14-0-12,150 lb down and 144 lb up at 16-0-12,150 lb down and 144 lb up at 18-0-12,150 lb down and 144 lb up at 19-6-0,150 lb down and 144 lb up at 20-11-4,150 lb down and 144 lb up at 22-11-4,72 lb down and 103 lb up at 24-11-4,176 lb down and 137 lb up at 26-11-4,and 107 lb down and 97 lb up at 28-11-4,and 320 lb down and 359 lb up at 31-3-7 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:1-4=-64,4-10=-64,10-12=-64,18-19=-20,17-18=-20,15-17=-20,14-15=-20,13-14=-20 Concentrated Loads(Ib) Vert:5=-43 6=-3 10=-221 20=-107 22=-80 23=-80 24=-80 25=-80 26=-80 27=-3 29=-107 31=-42 ®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/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 Oty Ply Lennar K5621905 - B1703790 A03 HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:30:51 2019 Page 1 I D:ddyJ IzQd19F46arEDmnsXyJ WQ7Z-fYwv7guO6HSC5YMWpMrynE4YnoTfieufKHBTszu9l l -1-0-0. 5-1-14 9-6-8 16-7-0 19-6-0 22-5-0 267-0-12 , 29-1-1 29.5.8 33-6-12 38-10-6 1-0-0' 5-1-14 4-4-10 7-0-8 2-11-0 2-11-0 3-11-12 ' 2-8-5 0-4-7 4-1-4 5-3-10 Scale=1:73.9 8x12 H- 4x6=_= 4x6=_= 8x12 =c 6.00 112 ,'•,,7 .,,28 29 5 30 31 32N 34• 634.$6 37, 7 3$ n , 0 % 3 +p 5x12 MT18H 26 th R 5x12 MT18H 25 cd 10 0 `h 24 ';', �' 11 m 1 2 t--- _ J _ ._._" - ---.72a-,,,r" S'=' >- `-=o __. III 8x8 =__ ..,,Q, '`1 8x12 =_= 39o- 40 ., 17 16 3x8 ii 15 14 12 193x8 5x12 MT18H=__ 5x12 MT18H=_= 8x8=_= 8x8 =_= 3x6 H 8x12 = 3.00 IR2 5-3-10 32-7-6 5-0-2 5-1.14 9-10-4 16-7-0 22-5-0 26-4-12 32-3-13 32-5.10 38-10-6 5-0-2 0-1'12 4-6-9 6-8-12 5-10-0 3-11-12 5-11-1 0-1-13 6-3-0 ' 0-1-13 0-1-13 Plate Offsets(X,Y)-- [2:0-3-0,0-1-12],[4:0-5-3,Edge],[8:0-5-0,0-3-8],[10:0-5-4,0-2-4],[12:0-2-7,Edge],[15:0-2-4,0-2-4],[16:0-0-0,0-2-4],[17:0-5-8,0-2-8],[18:0-5-4,0-3-12], [20:0-2-3,0-1-01,121:0-2-3,0-1-0],[22:0-2-3,0-1-0],[23:0-2-3,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.39 16-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.78 16-17 >591 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.40 12 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:270 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 4-8:2x6 DF No.2 2-0-0 oc purlins(3-4-3 max.):4-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-17,10-12 2-19,11-12,2-18:2x4 DF No.1&Btr G,15-16:2x12 DF SS MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 19=2284/0-5-8,12=2191/0-3-14 Max Horz 19=111(LC 52) Max Uplift19=-473(LC 12),12=-439(LC 13) Max Gray 19=2748(LC 31),12=2593(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-25=-5421/1007,25-26=-5283/1009,3-26=-5215/1017,3-4=-5408/1143,4-27=-3286/750, 27-28=-3293/750,28-29=-3300/750,29-30=-3301/750,30-31=-3303/750, 5-31=-3308/751,5-32=-4532/937,32-33=-4532/937,33-34=-4532/937,6-34=-4532/937, 6-35=-4532/937,35-36=-4532/937,36-37=-4532/937,7-37=-4532/937,7-38=-3927/875, 8-38=-3914/875,8-9=-5560/1194,9-10=-5597/1112 BOT CHORD 17-18-565/3386,16-17=-715/4532,16-39=715/4532,39-40=-715/4532, 15-40=-715/4532,14-15=-653/3943,13-14=-631/3734,12-13=-780/3856 WEBS 2-19=-2689/611,4-18=-481/2096,2-18=-799/4742,3-18=-538/259,7-14=-1520/298, �O PROF 8-14=-13 /901,4-17=-61/595, /1235, /300, 5-17=-17773/319,8-13—452/2235,9-13=-307/170,110-1386143/1287,10 12=-4980/1003 ��cj���GINEI x'/02 NOTES- d ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;Enclosed;MWFRS K� 89200PE 9c- (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-10,Interior(1)2-10-10 to 4-2-10,Exterior(2)4-2-10 to 15-2-9,Interior(1) 15-2-9 to 23-9-7,Exterior(2)23-9-7 to 38-8-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for • members and forces&MFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q '� W 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 9G 2J OREGON 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs r N f* non-concurrent with other live loads. 2 5)200.01b AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. /O 4,1 -1-, �, f 4' O'3 6)Provide adequate drainage to prevent water ponding. FR R 1_.\- 7)All plates are MT20 plates unless otherwise indicated. 8)All plates are 2x4 MT20 unless otherwise indicated. EXPIRES: 12-31-2019 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 18,2019 Continued on page 2 __ ®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/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 Lennar K5621905 B1703790 A03 HIP1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:30:51 2019 Page 2 ID.ddyJ IzQd19_F46arEDmnsXyJ W7Z-fYwv7guO6HSC5YM WpMrynQE4YnoTfieufKH BTszu911 NOTES- 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,with BCDL=10.0psf. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Bearing at joint(s)19,12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=473,12=439. 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)173 lb down and 142 lb up at 9-8-9,148 lb down and 86 lb up at 12-0-12, 170 lb down and 144 lb up at 14-0-12,156 lb down and 144 lb up at 16-0-12,156 lb down and 144 lb up at 18-0-12,156 lb down and 144 lb up at 19-6-0,156 lb down and 144 lb up at 20-11-4,156 lb down and 144 lb up at 22-11-4,170 lb down and 144 lb up at 24-11-4,and 148 lb down and 86 lb up at 26-11-4,and 131 lb down and 177 lb up at 29-3-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 18)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:1-4=-64,4-8=-64,8-11=-64,18-19=-20,17-18=-20,14-17=-20,13-14=-20,12-13=-20 Concentrated Loads(Ib) Vert:4=-74 8=-32 27=-113(F)28=-100 31=-86 32=-86 33=-86 34=-86 35=-86 37=-100 38=-113(F)39=100 40=-100 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/TM 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 Lennar K5621906 - B1703790 AO3A HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:30:53 2019 Page 1 I D:ddyJ lzOd 19_F4,6arE Dm nsXyJ W 7Z-bx2gYMwGdu iwKrVvwntQsrJ RyaU i7cZB7em IYIzu91G -1-0-0. 5-1-14 9-6-8 16-7-0 19-6-0 22-5-0 26d-12 29-1-1 29.5.8 335-12 38-10-6 1-0-0' 5-1-14 4-4-10 7-0-8 2-11-0 2-11-0 3-11-12 2-8-5 0-0-7 4-1-4 53-10 ' Scale=1:73.8 8x12 4x6=== 2x4 ;i 4x6=_= 8x12 6.00 112 a .;.23 4 25 5 2627 2829 30_ 631.32 39 7 34_ ,.- -, ::C.: ' ;$ yW; ';'\i':--:'---- \i' 2x4 i''. 1,.,-. 2x4 3 od -'•µ,Vi 5x12 MT18H 22 10 0 dj 5x12'. 21 . -/ -='a. 2x4 II 20:= 18 - o;.t4 $--= ems- ,� 0-_-f.. ---------- -_- - - - - -...:_: _ � 8x12 ___ %Q' "' 8x12 === 35 36 17 16 3x8 II 15 14 12 193x8 5x12 MT18H=__ 3x6 5x12 MT18H=_= 8x8=_= 8x8=_= 8x12 ,:: X 3.00 12 5-3-10 32-7-6 5-0-2 5-1.14 9-10-0 22-5-0 26-4-12 32-3-13 32-5.10 38-108 5-0-2 0-1'-1'2 48-9 61-6-8-71-'2 5-10-0 3-11-12 5-11-1 0-1'-T3 6-3-0 0-1-13 0-1-13 Plate Offsets(X,Y)-- [2:0-3-0,0-1-12],[4:0-5-3,Edge],[8:0-5-0,0-3-8],[10:0-3-8,0-2-8],[12:0-2-7,Edge],[13:0-6-0,0-3-11],[15:0-2-4,0-2-4],[16:0-0-0,0-2-4],[17:0-5-8,0-2-8], 118:0-6-0,0-3-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 - Vert(LL) -0.34 16-17 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.63 Vert(CT) -0.73 16-17 >638 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.39 12 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:253 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 4-8:2x6 DF No.2 2-0-0 oc purlins(3-4-11 max.):4-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-17,10-12 2-19,11-12,2-18:2x4 DF No.1&Btr G,15-16:2x12 DF SS MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 19=2158/0-5-8,12=2102/0-3-14 Max Horz 19=111(LC 12) Max Uplift19=-449(LC 12),12=-411(LC 13) Max Gray 19=2622(LC 31),12=2507(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-5136/971,21-22=-4997/973,3-22=-4930/982,3-4=-5126/1108,4-23=-3078/724, 23-24=-3084/723,24-25=-3090/723,25-26=-3091/723,26-27=-3092/723,5-27=-3098/724, 5-28=-4290/900,28-29=-4290/900,29-30=-4290/900,6-30=-4290/900,6-31=-4290/900, 31-32=-4290/900,32-33=-4290/900,7-33=-4290/900,7-34=-3736/842,8-34=3724/842, 8-9=-5344/1157,9-10=-5380/1074 BOT CHORD 17-18=526/-3170,16-17=-678/4290,16-35=67 15-36=-678/4290,14-15=-619/3750,13-14=-603/3570,12-13=-756/3718 WEBS 2-19=-2564/595,4-18=-468/2031,2-18=-767/4487,3-18=-545/256,7-14=-1485/268, Ip PROF 6/1138, 5-17=-1778/311,8-13=-441/2175,9-13-310/169,110-13231227/1254,10-12=-4800/972 ��cj,5-16=0/372, ���GINE',�'/°� 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 K. 89200PE (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-10,Interior(1)2-10-10 to 4-2-10,Exterior(2)4-2-10 to 15-2-9,Interior(1) 15-2-9 to 23-9-7,Exterior(2)23-9-7 to 38-8-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for r ��00"; members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 - i+„• 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 10 3)Unbalanced snow loads have been considered for this design. 'y'2OREGON �(/� 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs - non-concurrent with other live loads. /Q '9r 1 4. 2O 5)200.OIb AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. M 6)Provide adequate drainage to prevent water ponding. .R RIO- 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12'3�'2U19 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. January 18,2019 Continued on page 2 __ ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek^ is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safetylnformation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 { Job Truss Truss Type 'Qty 'PlyLennar YP K5621906 B1703790 AO3A HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 Mi lek Industries,Inc.Fri Jan 18 07:30:53 2019 Page 2 I D:ddyJ IzQ d 19_F46arE D m n5XyJ W 7Z-bx2gYMwGdu iwKrVvwntQs rJ RyaU i7cZB7em lYlzu9lG NOTES- 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Bearing at joint(s)19,12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=449,12=411. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)142 lb down and 85 lb up at 12-0-12,119 lb down and 105 lb up at 14-0-12 ,150 lb down and 144 lb up at 16-0-12,150 lb down and 144 lb up at 18-0-12,150 lb down and 144 lb up at 19-6-0,150 lb down and 144 lb up at 20-11-4,150 lb down and 144 lb up at 22-11-4,119 lb down and 105 lb up at 24-11-4,and 142 lb down and 85 lb up at 26-11-4,and 131 lb down and 177 lb up at 29-3-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)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:1-4=-64,4-8=-64,8-11=-64,18-19=-20,17-18=-20,14-17=-20,13-14=-20,12-13=-20 Concentrated Loads(Ib) Vert:8=-32 23=-107(F)24=-49 27=-80 28=-80 29=-80 30=-80 31=-80 33=-49 34=-107(F)35=-100 36=-100 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 iVliTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job Truss Truss Type Qty 'Ply Lennar - K5621907 "' B1703790 AO4A HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:30:56 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-?VkoAOy8wp4VCJ EUcvQ7UUxx1 oURK?odpc_y83zu91D 11-10-15 27-5A -1-0-0. 9-10-4 .11-6-8 16-7-0 19-0-0 22-5-0 26-0-12 27-1-1 32-5-10 38-10-6 1-0-0' 9-10-0 '1-8-0 ' ' 4-8-1 2-11-0 2-11-0 3-11-12 0-8-5 5-0-2 6-4-12 ' 0-4-7 0-4-7 Scale=1:76.4 5x10 2x4 II 4x4=_, 5x12- 4 22 523 24 25 26 27 W8 29 30 Al 327 6.00 112 --- 2x4 „ 4x6 8 33 5x12 MT18H- 3 21.- `-'W. 3q o N N 5x12 MT18H PO ' \ � B 9 4x4 35 d 19- e i °_` 397x14 MT18H=== 9x16 MT18H=_= 16 36 37 15 38 2x4 11 14 13 18 5x12 MT18H=_= 5x12 MT18H=__ 3x6 I 5x12 MT18H=_= 4x12 =_= 2x4 II 8x8 = 3.00 112 32-7-6 0-7-12 5-0-2 5-3-10 9-10-4 16-7-0 22-5-0 26-0-12 32-3-13 32-5.10 38-4-4 38.10.6 0-7-12 4-4-6 0-3-5 4-6-9 6-8-12 5-10-0 3-11-12 5-11-1 0-1'13 5-8-13 0'6-2 0-1-13 Plate Offsets(X,Y)-- [2:0-3-0,0-1-12],[3:0-2-12,0-2-0],[4:0-5-0,0-2-4],[7:0-4-0,0-2-0],[9:0-5-4,0-2-4],[11:0-3-2,Edge],[14:0-3-9,0-2-4],[15:0-1-12,0-1-0],[15:0-1-12,2-8-0], [15:0-6-0,0-1-81117:0-8-0,0-3-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.47 13-14 >978 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.81 14-15 >573 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.47 11 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:251 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-7:2x6 DF No.2 2-0-0 oc purlins(2-9-7 max.):4-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-16,6-13,9-11 2-17,7-12:2x4 DF No.1&Btr G,14-15:2x12 DF SS MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=2353/0-5-8,11=2356/0-3-14 i Max Horz 18=129(LC 51) Max Upliftl8=-422(LC 12),11=-404(LC 13) Max Gray 18=2923(LC 31),11=2880(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-5878/938,19-20=-5770/941,3-20=-5740/952,3-21=-4045/721,4-21=-3887/741, 4-22=-4397/814,22-23=-4400/814,5-23=-4402/814,5-24=-4398/812,24-25=-4398/812, 25-26=-4398/812,26-27=-4398/812,27-28=-4398/812,28-29=-4398/812,6-29=-4398/812, 6-30=-3796/745,30-31=-3792/744,31-32=-3789/745,7-32=-3784/745,7-8=-6373/1140, 8-33=-6178/1028,33-34=-6261/1025,9-34=-6305/1019,9-35=-284/106,10-35=-396/95, 10-11=-377/117 BOT CHORD 16-17=-818/5325,16-36=-424/3452,36-37=-424/3452,15-37=-424/3452, 15-38=-512/4398,38-39=-512/4398,14-39=-512/4398,13-14=-512/4398,12-1 'EO PROF 4297 WEBS 2-18=-2864/573,2-17=-746/5161,68, 1 / 8-12=-471/217,3-17=-165/1454,3-16=-2121/459, `c' NGINEFFss/0 4-16=-123/327,7-12=-472/2718,5-15=-1148/407,4-15=-261/1831,6-14=0/361, v 7-13=-61/549,6-13=-1430/199,9-11=-5218/842,9-12=-144/1540 �� 89200PE 29r NOTES- �7•"%/� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS ,#• �_. (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-10,Interior(1)2-10-10 to 5-9-13,Exterior(2)5-9-13 to 16-9-12,Interior(1) , • �•••,rrr���""--- ___ 16-9-12 to 22-1-8,Exterior(2)22-1-8 to 33-1-7,Interior(1)33-1-7 to 34-9-15,Exterior(2)34-9-15 to 38-8-9 zone;cantilever left and right • (Z. exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip A OREGON l(/ DOL=1.60 7G� "`7,9 '5 iC 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 O Y 14, 2-0,6Y" 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ili&-ri R 10- non-concurrent with other live loads. 5)200.01b AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. EXPIRES: 12-31-2019 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. January 18,2019 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nip Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 • Job Truss Truss Type 'Qty 'Ply 'Lennar K5621907 B1703790 AO4A HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:30:56 2019 Page 2 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-?VkoA0y8wp4VCJEUcvQ7UUxxI oU RK?odpcy83zu9lD NOTES- 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Bearing at joint(s)18,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)18=422,11=404. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 lb down and 100 lb up at 14-0-12,248 lb down and 157 lb up at 16-0-12,248 lb down and 157 lb up at 18-0-12,248 lb down and 157 lb up at 19-6-0,248 lb down and 157 lb up at 20-11-4,248 lb down and 157 lb up at 22-11-4,and 125 lb down and 100 lb up at 24-11-4,and 289 lb down and 194 lb up at 26-11-14 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=-64,17-18=-20,16-17=-20,13-16=-20,12-13=-20,11-12=-20 Concentrated Loads(Ib) Vert:22=-59 23=-178 26=178 27=-178 28=-178 30=-178 31=-59 32=-190 38=-100 39=-100 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek^ is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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,VA22314. Corona,CA 92880 l Job Truss Truss Type Qty Ply Lennar - K5621908 - B1703790 AO5A HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:30:58 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-yusYb3_PSRKDRdOsjKTbZv1 Fvb53oxLwGwT3Dyzu9IB 1-1-0 11-4-11 13-10-15 27-5-8 ,1-0-0. L 9-2-12 9.10-0 11-6-8 16-7-0 19-6-0 22-5-0 22-6-0 25-1-1 26-10-12 35-6-2 36-10-6 1-0-0 8-1-12 0'7-8 1-6-8 2-0-7 2-8-1 2-11-0 2-11-0 0-1'-0 2-7-1 1-9-11 8-0-10 3-4-4 1-1-0 0-1-13 0-6-12 Scale=1:75.2 5x10 9 5 2x4 i 4x4=_= 6.00';•12 4 - _ 6,„ - - -7 _ 24 266 27 28 29 30 31 35 � 23 33 34 ,,�'•;,, 2x4 4x6 10 - 5x12 MT18H- 5x12 MT18H 22 oq 3o!i 51 ::b:% - '- -` 37 0 t. 21 �- 4x4 1 '`•�;=_'-_--.........................' i1f( -" --- d; '. A-- _19- __-__- ------�� `: 'o o b A:;;_-.-- 14 --_--------:------&14 -_-_ - �_iy a `¢ ie 7x14 MT18H= _J'p u. 9x16 MT18H=_= 18 38 39 17 40 3x8 'u 16 41 15 13 203x8 i; 5x12 MT18H=== 5x12 MT18H=_= 8x8 8x8 3x6 ,, 5x12 MT18H= ___ _ 3.00 IH2 11-4-11 1-1-0. 5-0-2 9-2-12 9.10-0 16-3-7 16:70 19-6-0 22-5-0 22-6-0 26-4-12 26-10-12 32-3-13 32.0-6 38-0-8 38-10,6 1-1-0' 3-11-1 4-2-10 0'7-81-6-8 ' 4-10-12 0-3-9 2-11-0 2-11-0 0-0- 3-10-12 0-6-0 5-5-1 0-3-9 5-5-2 8-9-14 Plate Offsets(Xy)-- L2:0-3-0,0-1-121,,13:0-2-12,0-2-0],18:0-4-0,0-2-4],[11:0-5-4,0-2-41 j13:0-3-2,Edge1,[16:0-3-9,0-2-41,117:0-2-4,0-2-4],[19:0-8-0,0-3-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.49 15-16 >953 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 1.00 Vert(CT) -0.77 15-16 >599 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.43 13 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:258 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 end verticals,and 4-8:2x6 DF No.2 2-0-0 oc purlins(3-5-4 max.):4-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 7-15,11-13,3-18 2-19,8-14:2x4 DF No.1&Btr G,16-17:2x12 DF SS MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 20=2186/0-5-8,13=2167/0-3-14 Max Horz20=161(LC 9) Max Uplift20=-337(LC 12),13=-298(LC 13) Max Grav20=2909(LC 31),13=2880(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-5945/1532,21-22=-5832/1533,3-22=-5742/1542,3-23=-4139/1234, 4-23=-3858/1248,4-24=-4206/1524,24-25=-4207/1524,6-25=-4208/1524, 6-26=-4205/1522,26-27=-4205/1522,27-28=-4205/1522,28-29=-4205/1522, 29-30=-4205/1522,30-31=-4205/1522,31-32-4205/1522,32-33=4205/1522, 7-33=-4205/1522,7-34=-3777/1429,34-35=-3775/1429,8-35=-3771/1430, 8-36=-6103/1730,10-36=-6299/1716,10-37=-6236/1672,11-37=-6290/1665, 11-12=-392/122,12-13=-371/125 BOT CHORD 18-19=-1314/5408,18-38=-935/3558,38-39=-935/3558,17-39=-935/3558, 17-40=-1040/4205,40-41=-1040/4205,16-41=-1040/4205,15-16=1040/4205, V PROF WEBS 2- 95-12675242,10 14=-394187,6- 7=-770/324,4-17=-205/1444,7-16=-48/268, `cj'S NGINFF 6 6'/o 8-15=-203/470,7-15=-1211/233,11-13=-5229/1383,11-14=-302/1508,3-19=-269/1473, 89200PE At-' 3-18=-2098/448,8-14=-541/2637,2-20=-2850/841 *4 Z'9 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 /.i/ (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-10,Interior(1)2-10-10 to 8-5-0,Exterior(2)8-5-0 to 16-9-12,Interior(1) 1 ,.O+ 16-9-12 to 22-1-8,Exterior(2)22-1-8 to 30-7-0,Interior(1)30-7-0 to 34-9-15,Exterior(2)34-9-15 to 38-8-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip y OREGON to DOL=1.60 476,74)„. N� A 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 14 2� t��- 3)Unbalanced snow loads have been considered for this design. ' Qj` 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ERR IL\- non-concurrent with other live loads. 5)200.OIb AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. EXPIRES: 12-31-2019 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. January 18,2019 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 city Ply 'Lennar K5621908 51703790 AO5A HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:30:59 2019 Page 2 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-Q4PxoP?1DkS43mz3H1_g66ZQf?RIXOb4VaDclOzu91A NOTES- 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Bearing at joint(s)20,13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)20=337,13=298. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)99 lb down and 65 lb up at 16-0-12,99 lb down and 65 lb up at 18-0-12,99 lb down and 65 lb up at 19-6-0,99 lb down and 65 lb up at 20-11-4,and 99 lb down and 65 lb up at 22-11-4,and 269 lb down and 163 lb up at 24-11-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)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:1-4=-64,4-5=-64,4-8=-64,8-9=-64,8-12=-64,19-20=-20,18-19=-20,15-18=-20,14-15=-20,13-14=-20 Concentrated Loads(Ib) Vert:25=-64(F)28=-64(F)30=-64(F)32=-64(F)34=-64(F)35=-190 40=-100 41=-100 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. bur Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job 'Truss Truss Type Qty 'Ply 'Lennar K5621909 - B1703790 A14A HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:01 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-MTXhD5OHIMjn147ROSOIBXfnApAE?IbNyuijgHzu918 27-5-8 11-6-8 26-6-8 36-6-8 38-105 .1-0-0. 5-1-14 9-8-8 9-10-4 .13-10-15 . 16-7-0 22-5-0 25-1-1 26-4-12., , 31-5-10 , 34-1-11 ,36-4-12 38-6-13 1-0-0' 5-1-14 4-6-10 0-1'12 ' 2-4-7 2-8-1 5-10-0 2-8-1 1-3-11' 4-0-2 2-8-1 ' 2-3-1 0-1'12 0-3-9 1-8-4 0-1-12 2-0-5 Scale=1:75.2 0-11-0 5x10 5 9 2x4 i i 4x4 =_= 5x10 6.00112 .-; w 25 26 2128 29 30 31 32 33 '•,-IR--35 36 37 '' 38 2x4 ii 10 4x12 3 11 oli qr. 24 ate'..-- •'•t 2x4 i i d 5x12 MT18H 23 t •= 12 4x6 r' - -T- _L,t�.. -.y:, ,M v --- 21 - -_;gym ,, a - b ,'•m-`t.. 16 4 cS 0 ~' 7014 MT18H=_= PO 40 41 42 43 17 5x10 === "= 19 3x8 N 18 15 14 22 3x8 5x12 MT18H=- 3x6 5012 MT18H --- 808=_= 8x8 =_= 7014 MT18H===2x4 i! 3.00 112 37-2-4 31-7-7 36-9-4 0.7-4 5-0-2 5-1.14 9-10-4 .11-6-8 . 16-3-7 16.7.0 22-5-0 26-4-12 26-6-8 31-3-14 31-5.10 36-4-12 36-6-8 38-10-6 0-7-4 4-4-14 0-1-12 4-8-6 '1-8-4 ' 4-8-15 0-35 5-10-0 3-11-12 0-0-12 4-9-5 0-1-33 4-95 0-1-12'1-8-2 ' 0-1-13 0-2-12 0-5-0 Plate Offsets(X,Y)-- 12:0-3-0,0-1-121,13:0-2-12,0-2-01,j8:0-4-4,0-2-8],[11:0-4-12,0-1-8],[16:0-5-0,0-3-01L18:0-3-9,0-2-41,119:0-2-4,0-2-4],121:0-6-4,0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.35 19-20 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.71 19-20 >615 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.29 15 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:263 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 end verticals,and 4-8:2x6 DF No.2 2-0-0 oc purlins(3-6-10 max.):4-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-20,7-17,11-15 2-21:2x4 DF No.1&Btr G,18-19:2x12 DF SS MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 22=2057/0-5-8,15=2296/0-7-12 Max Herz 22=160(LC 9) Max Uplift22=-327(LC 12),15=-315(LC 13) Max Grav22=2737(LC 31),15=3052(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-23=-5545/1423,23-24=-5432/1424,3-24=-5343/1433,3-25=-3832/1149, 4-25=-3551/1164,4-26=-3711/1388,26-27=-3712/1388,6-27=-3713/1388, 6-28=-3711/1386,28-29=-3711/1386,29-30=-3711/1386,30-31=-3711/1386, 31-32=-3711/1386,32-33=-3711/1386,33-34=-3711/1386,34-35=-3711/1386, 7-35=-3711/1386,7-36=-3095/1244,36-37=-3094/1244,8-37=-3088/1244, 8-38=-3714/1106,10-38=-3889/1093,10-11=-3875/1072 BOT CHORD 20-21=-1214/5038;-20-40=-859/3273,40-41=-859/3273,-191-==859/327-3, 19-42=-905/3711,42-43=-905/3711,18-43=-905/3711,17-18=-905/3711, 16-17=-790/3119,15-16=-479/2148 ` c D PROF WEBS 2-22=-2678/794,2-21=-1169/4885,3-20=-1990/419,4-20=-76/261,6-19=-632/299, 'S`� Fs(P 4-19=-180/1169,7-18=0/419,8-17=-84/725,7-17=-1445/291,3-21=-242/1372, ,Gj 0AGINEF /� 10-16=-303/143,12-15=-368/146,11-15=-3747/984,11-16=-407/1733,8-16=-128/699 V ?j NOTES- 1Z� ,t920OP 9r 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS / (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-10,Interior(1)2-10-10 to 8-5-0,Exterior(2)8-5-0 to 16-9-12,Interior(1) 16-9-12 to 22-1-8,Exterior(2)22-1-8 to 30-7-0,Interior(1)30-7-0 to 34-9-15,Exterior(2)34-9-15 to 38-8-9 zone;cantilever left and right —.1.4 � .--- • AMP exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 "Pi. OREGON2.0 +��(/� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. <Q 4 y 1 4, 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. MFR R IL\' 5)200.OIb AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. 6)Provide adequate drainage to prevent water ponding. EXPIRES: 12'31-2Q19 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 18,2019 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Lennar K5621909 61703790 AI4A HIP1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:01 2019 Page 2 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-MTXhD5OHIMjn147ROSOIBXfnApAE?IbNyuijgHzu918 NOTES- 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Bearing at joint(s)22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)22=327,15=315. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)99 lb down and 65 lb up at 16-0-12,99 lb down and 65 lb up at 18-0-12,99 lb down and 65 lb up at 19-6-0,99 lb down and 65 lb up at 20-11-4,and 99 lb down and 65 lb up at 22-11-4,and 269 lb down and 163 lb up at 24-11-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)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:1-4=-64,4-5=-64,4-8=-64,8-9=-64,8-13=-64,21-22=-20,20-21=-20,17-20=-20,16-17=-20,15-16=-20,14-15=-20 Concentrated Loads(Ib) Veil:27=-64(B)30=-64(B)32=-64(B)34=-64(B)36=-64(B)37=-190 42=-100 43=-100 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualify 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 'Lennar K5621910 - B1703790 A15 HIP 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:34:08 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-ORKNT1 HaipGFEpwOsEt9GzujiBzWJsJuyUV6uxzu9iD 27-5-8 1 11-6-8 27-1-1 36-6-8 38-10-6 .1-0-0 5-1-14 9-8-8 9-104 11-10.15 16-7-0 , 22-5-0 26-4-12 26-6-8. . 31-5-10 . 34-1-11 .36-4-12 ..38-6-13 1-0-0' 5-1-14 4-6-10 0-1"12 0-4-7 4-8-1 5-10-0 3-11-12 0-1'12' 4-0-2 2-8-1 ' 2-3-1 0-1''-12 0-3-9 1-8-4 0-6-9 2-0-5 Scale=1:74.4 0-4-7 5x10 4x6 =- 5x8=__ 4 29 30 ,. 5,8,1 32 .33 34_ 35 nt86 37 38 `3 407 ' 6.00 12 ... -- ... - - 4x6 8 --p.:-- 41 4x12 . d 4-- 42 0 7x14 MT18H 27 •' � 10 4x6= 1- 26 \,::,,,,,-,-,--::k,;::„___ 11 43 oma_: u, 7x14 MT18H=_= 18 44 45 46 47 15 5x10 =__ 17 3x8 ;i 16 13 12 20 3x8 i''� 5x12 MT18H=== 5x12 MT18H=_= 8x8=_= 8x8 =_= 7x14 MT18H=__ 3x6 ii 3.00 112 31-7-7 37-4-12 5-1-14 31-5-10 36-9-4 0.74 4-3-2 5-0-2. 9-10-4 .11-6-8 , 16-3-7 16.7-0 22-5-0 26-4-12 26-6-8 30-7-7 31.3-14, 36-4-12 36-6-8 38-10-6. 0-74 3-7-14 0-9-0' 4-8-6 '1-8-4 ' 4-8-15 0-3-9 5-10-0 3-11-12 0-1--12 4-0-14 0-8-7" 4-9-5 0-1-12 15-10' 0-1-12 0-1-13 0-2-12 0-1-13 0-7-8 Plate Offsets(X,Y)-- [2:0-2-12,0-2-4],[3:0-2-8,0-2-0],[7:0-2-12,0-1-4],[9:0-4-8,0-1-8],[13:0-2-4,0-1-0],[14:0-5-0,0-3-0],[15:0-2-4,0-1-0],[16:0-3-9,0-2-4],[17:0-2-4,0-2-4], L18:0-5-12,0-2-81_j18:0-2-4,0-1-01,119:0-6-12,0-3-121,121:0-2-3,0-1-0] 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 0.91 Vert(LL) -0.45 17-18 >979 240 MT20 ' 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.93 Vert(CT) -0.83 17-18 >529 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.30 13 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:285 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 end verticals,and 4-7:2x6 DF No.2 2-0-0 oc purlins(2-2-0 max.):4-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-18,6-15,9-13 2-19:2x4 DF No.1&Btr G,16-17:2x12 DF SS MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 20=2368/0-5-8,13=2552/0-7-12 Max Horz 20=128(LC 11) Max Uplift20=-456(LC 12),13=-472(LC 13) Max Grav20=2929(LC 31),13=3116(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-26=-5881/914,26-27=-5771/918,3-27=-5743/929,3-28=-4070/702,4-28=-3918/723, 4-29=-4153/770,29-30=-4155/771,30-31=-4158/771,5-31=-4161/771,5-32=-4157/769, 32-33=-4157/769,33-34=-4157/769,34-35=-4157/769,35-36=-4157/769, 36-37=-4157/769,6-37=-4157/769,6-38=-3239/654,38-39=-3234/654,39-40=-3230/654, 7-40=-3228/654,7-8=-4045/763,8-41=-3948/667,9-41=-3986/661 BOT CHORD 18-19=-891/5323,18-44=-477/3471,44-45=-477/3471,17-45=-477/3471 17-46=-515/4157,46-47=-515/4157,16-47=-515/4157,15-16=-515/4157, 14-15=-363/3176,13-14=-313/2198 ``nnEp PROPc WEBS 2-20=-2869/563,2-19=-753/5163,3-18=-2088/475,4-18=-75/374,5-17=-925/411, '```` `s(r 4-17-229/1401,6-16=0/434,7-15=-109/1046,6-15=-1976/302,3-19=-184/1438, ,Cj 0NG►NEF• 'o 8-14=-403/181,10-13=-381/144,9-13=-3829/608,9-14=-230/1814,7-14=-166/797 ,� 4. NOTES- 89200PE r 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-10,Interior(1)2-10-10 to 5-9-13,Exterior(2)5-9-13 to 16-9-12,Interior(1) t� 16-9-12 to 22-1-8,Exterior(2)22-1-8 to 33-1-7,Interior(1)33-1-7 to 34-9-15,Exterior(2)34-9-15 to 38-8-9 zone;cantilever left and right •+ -� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 - OREGON b CO 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 li 4 \ 3)Unbalanced snow loads have been considered for this design. 7O '9r 14, 2.0 $' 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. MER RIO- 5) IL\- 5)200.01b AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. 6)Provide adequate drainage to prevent water ponding. EXPIRES: 12-31-2019 7)All plates are MT20 plates unless otherwise indicated. 8)All plates are 2x4 MT20 unless otherwise indicated. January 18,2019 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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,VA22314. Corona,CA 92880 • Job Truss Truss Type 'Qty Ply 'Lennar K5621910 B1703790 A15 HIP 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:34:08 2019 Page 2 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-ORKNT1 HaipGFEpwOsEt9GzujiBzWJsJuyUV6uxzu9iD NOTES- 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,with BCDL=10.0psf. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)20=456,13=472. 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 165 lb up at 11-11-9,221 lb down and 139 lb up at 14-0-12,259 lb down and 158 lb up at 16-0-12,259 lb down and 158 lb up at 18-0-12,259 lb down and 158 lb up at 19-6-0,259 lb down and 158 lb up at 20-11-4,259 lb down and 158 lb up at 22-11-4,and 221 lb down and 139 lb up at 24-11-4,and 131 lb down and 176 lb up at 27-0-7 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:1-4=-64,4-7=64,7-11=-64,19-20=-20,18-19=-20,15-18=-20,14-15-20,13-14=-20,12-13=-20 Concentrated Loads(Ib) Vert:29=-119 30=-155 31=-189 34=-189 35=-189 36=-189 38=189 39=-155 40=-32 46=-100 47=-100 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Lennar - K5621911 - B1703790 A15A HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:07 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-BduyU852KCTx0?ablj7jRovsgEF2P?uFLg911xzu912 27-5-8 11-6-8 27-1-1 36-6-8 38-10-6 -1-0-0. 5-1-14 9-8-8 9-10-4 11-10.15 16-7-022-5-0 26-4-12 26-6-8 , 31-5-10 . 34-1-11 .36-4-12 38-6-13 1-0-0' 5-1-14 4-6-10 0-1'12 0-4-7 4-8-1 5-10-0 3-11-12 0-1=12' 4-0-2 2-8-1 ' 2-3-1 0-1-12 0-35 1-6-4 0-6-9 2-0-5 Scale=1:74.6 0-4.7 5x10 2x4 4x6 === 5x8 4 24 , 5.2,5 26 27 28 29 630 31 32 3.3 347 6.00 V,1-2 i -`-: ; ':--0-(.' at h'°r 2x4 4x6 8 3 23 ; , 35 4x12 . 9 m d do's,,-- 2x4 d 5x12 MT18H%' 22 `, � '~ }' 10 4x6= 37 �. - 19 --', -- ,n'-`-i o e- :-91 :.--::-:--- 14 _ -__ `lli= -,,. 4 "' 7x14 MT18H=_= 18 38 39 40 R 41 15 5x10 =_- 17 3x8 iI 16 13 12 20 3x8 ;; 5x12MT18H=== 3x6 5x12 MT18H=_= 8x8 --- 8x8 =_= 7x14 MT18H==.-2x4 i 3.00,12 37-4-12 31-7-7 36-9-4 0.7-0 5-0-2 5-1..14 9;1100_6-4 �11-6-6 � 16-3-7 16.7.0 22-5-0 26-4-12 26-6-8 31-3-14 31-5.10 36-4-12 36-6-6 38-10-6 0'7-0 4-4-14 0-1-12 1-6-0 48-15 0-9-9 5-10-0 3-11-12 0-1'-12 4-95 0-1'13 4-9-5 0-1'-12 {1-5-10' 0-1-13 0-2-12 0-7-8 Plate Offsets(X,Y)-- [2:0-3-0,0-1-121,_17:0-2-4,0-1-121,19:0-4-12,0-1-81[14:0-4-4,0-2-12],[16:0-3-9,0-2-41[17:0-2-4,0-2-41[19:0-6-4,0-3-8j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.32 17-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(CT) -0.68 17-18 >638 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.29 13 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:257 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 end verticals,and 4-7:2x6 DF No.2 2-0-0 oc purlins(3-3-7 max.):4-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-18,6-15,9-13 2-19:2x4 DF No.1&Btr G,16-17:2x12 DF SS MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 20=2212/0-5-8,13=2497/0-7-12 Max Horz 20=128(LC 51) Max Uplift20=-405(LC 12),13=-428(LC 13) Max Grav20=2751(LC 31),13=3052(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-5479/866,21-22=-5370/870,3-22=-5340/881,3-23=-3739/663,4-23=-3583/684, 4-24=-3891/728,24-25=-3894/728,5-25=-3896/728,5-26=-3893/727,26-27=-3893/727, 27-28=-3893/727,28-29=-3893/727,29-30=-3893/727,30-31=-3893/727,6-31=-3893/727, 6-32=-3120/619,32-33=-3115/618,33-34=-3112/619,7-34=-3108/619,7-8=-3935/725, 8-35=-3842/628,9-35=-3881/622 BOT CHORD 18-19=-784/4955,18-38=-390/3167,38-39=-390/3167,17-39=-390/3167, 17-40=-. : • .a-' --' = =• •-4-1=-498/389' 15-16=-428/389 14-15=-323/3088,13-14=-275/2143 WEBS 2-20=-2692/542,2-19=-682/4804,3-18=-2013/451,4-18=-115/368,5-17=-937/429,4-17=-293/1498, ED PROF 8-14=393/186,10-13=-378/143,9-1 3=-3736 573 9-14=-212/1760,856, - 7-14=-162/7778, C 350, N�4 GINE&'�'/GI2 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 $9200PE (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-10,Interior(1)2-10-10 to 5-9-13,Exterior(2)5-9-13 to 16-9-12,Interior(1) 16-9-12 to 22-1-8,Exterior(2)22-1-8 to 33-1-7,Interior(1)33-1-7 to 34-9-15,Exterior(2)34-9-15 to 38-8-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip • • DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 -p Q OREGON 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs L/Q Y 14 2•.°N �.41 non-concurrent with other live loads. - 5)200.Olb AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. R R 10 - 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. EXPIRES: 12-•31'2U1 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 18,2019 Continued on page 2 __ ®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 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 Lennar K5621911 B1703790 A15A HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:07 2019 Page 2 ID:ddyJlzQd19_F46arEDmnsXyJW/Z-BduyU852KCTx0?ablj7jRovsgEF2P?uFLg911xzu912 NOTES- 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)20=405,13=428. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 lb down and 100 lb up at 14-0-12,248 lb down and 157 lb up at 16-0-12,248 lb down and 157 lb up at 18-0-12,248 lb down and 157 lb up at 19-6-0,248 lb down and 157 lb up at 20-11-4,248 lb down and 157 lb up at 22-11-4,and 125 lb down and 100 lb up at 24-11-4,and 289 lb down and 194 lb up at 26-11-14 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=-64,7-11=-64,19-20=-20,18-19=-20,15-18=-20,14-15=-20,13-14=-20,12-13=-20 Concentrated Loads(Ib) Vert:24=-59 25=-178 28=-178 29=-178 30=-178 32=-178 33=-59 34=-190 40=-100 41=-100 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and 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 Oty 'Ply 'Lennar - K5621912 - B1703790 A16 HIP 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:09 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ WIZ-700jvg6lspjfFJk_s89BWD_8P 1 wotrEYo7e86pzu910 29-7-4 28-6-8 2s-5-8 ,1-0-0. 5-1-14 9-6-9 9-10-15 16-7-0 22-5-0 26-1-3 264.12 20%1,31..31-5-10 344-12 36-6-6 38-10-6 1-0-0' 5-1-14 44-10 0'4-7 6-8-1 5-10-0 3-8-0 0-3-9 2-1-12 1-10-0 2-11-2 2-1-12 2-3-14 0-4-7 Scale=1:76.5 0-1-13 7x14 MT18H:;- 7x14 MT18H 4x6 =_= 2x4 H 4x6=__ 6.00 112 4 . 8 , 9 30 5 31 32 33,,-, 34 ,,',35636 7 399„ 7 3$:- g 2x4 it S•= 9 2x4 ;; t1. y�,. `` 7,:- '8^- 5x12 MT18H=__ 3 4x6= o A 0 5x12 MT18H 26 10 o d dl ,. •---: - � :--- •-, - E- .® - 1A -'- :_-----�'-eL ¢ ei T9 F 5'=. t ``=G `t' ',"::. 2x4 �' 41 y 2x4 ;; 8x12 ===2x4 - - 8x12 Zr: 18 17 40 3x8 i i 16 15 13 12 20 2x4 i; 308 l 5x12 MT18H=__ 3x6 ;; 5x12 MT18H=== 8x8 =_= 8x8 =_= 7x14 MT18H=__ 3.00[12 3x6 5-3-10 31-7-6 5-0-2 5-1.44 9-10-4 16-7-0 ' 22-5-0 26-4-12 : 28-6-8 29-74,311-150-,_610 344-12 : 36-6-8 :38-10-6 ' 5-0-2 0-1'7'2 4-6-9 6-8-12 5-10-0 3-11-12 2-1-12 i-0-12' 2-sS 2-1-12 2-3-14 0-1-13 0-1-13 Plate Offsets(X,Y)-- [2:0-3-0,0-1-12],[4:0-5-0,0-3-4],[8:0-5-0,0-2-8],[10:0-2-12,0-2-0],[11:0-3-9,Edge],[15:0-5-12,Edge],[16:0-2-4,0-2-4],[17:0-0-0,0-2-4],[18:0-6-12,Edge], 119:0-5-4,0-3-121,[21:0-2-4,0-1-01,122:0-2-4,0-1-0],[23:0-2-4,0-1-0],[24:0-2-4,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.38 17-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.80 17-18 >579 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.32 12 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-RH Weight:270 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-8:2x6 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 8-3-12 oc bracing. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-18 2-19,11-13:2x4 DF No.1&Btr G,16-17:2x12 DF SS MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 20=2251/0-5-8,12=2132/0-3-14 Max Horz 20=129(LC 9) Max Uplift20=-458(LC 12),12=-427(LC 13) Max Grav20=2718(LC 31),12=2538(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-26=-5400/990,26-27=-5261/993,3-27=-5172/1001,3-4=-5421/1139,4-28=-3189/720, 28-29=-3195/720,29-30=-3201/720,30-31=-3202/719,31-32=-3204/719,5-32=-3209/720, 5-33=-4411/907,33-34=-4411/907,34-35=-4411/907,6-35=-4411/907,6-36=-4411/907, 36-37=-4411/907,37-38=-4411/907,7-38=-4411/907,7-39=-3801/854,8-39=-3789/854, 8-9=-4876/1088,9-10=-4928/976,10-11=-2709/577,2-20=-2668/600,11-12=-2516/518 BOT CHORD 18-19=-499/3291,17-18=-644/4411,17-40=-644/441-1,40-44=-644/4411, --- -- 16-41=-644/4411,15-16=-589/3814,14-15=-554/3603,13-14=-458/2387 WEBS 4-19=-506/2216,2-19=-766/4728,4-18=-44/576,3-19=-615/279,9-14=-473/243, ei D PROF A 5-17=0/391,5-18=-1761/279,6-16=-775/300,7-16=-202/1249,7-15=-1565/282, <(''‘‘. 61(3 8-15=-125/923,8-14=-410/1864,10-14=-274/2008,10-13=-1804/414,11-13=-552/2753 ,S) 0Nc'�NFF9 /02 OWnd ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS • 89200PE 9% (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-10,Interior(1)2-10-10 to 4-2-10,Exterior(2)4-2-10 to 15-2-9,Interior(1) 15-2-9 to 23-9-7,Exterior(2)23-9-7 to 38-8-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for 4„„....... 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=1.10Cli ft 3)Unbalanced snow loads have been considered for this design. y OREGON to 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 4-. 4JgY L. 20N A. non-concurrent with other live loads. Q 14 A 5)200.01b AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. c �` 6)Provide adequate drainage to prevent water ponding. �`R MLA- 7) L-7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12-•31'2U19 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. January 18,2019 Continued on page 2 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2019 BEFORE USE. MI. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty 'Ply LennarI, K5621912 B1703790 A16 HIP 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:09 2019 Page 2 I D:ddyJ lzQd19_F46arEDmnsXyJ W7Z-700jvg6lspjfFJk_s89B WD_8P l wotrEYo7e86pzu910 NOTES- 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)20=458,12=427. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)223 lb down and 191 lb up at 9-8-9,142 lb down and 85 lb up at 12-0-12, 119 lb down and 105 lb up at 14-0-12,150 lb down and 144 lb up at 16-0-12,150 lb down and 144 lb up at 18-0-12,150 lb down and 144 lb up at 19-6-0,150 lb down and 144 lb up at 20-11-4,150 lb down and 144 lb up at 22-11-4,119 lb down and 105 lb up at 24-11-4,and 142 lb down and 85 lb up at 26-11-4,and 131 lb down and 177 lb up at 29-3-7 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:1-2=-64,2-4=-64,4-8=-64,8-11=-64,19-20=-20,18-19=-20,15-18-20,14-15-20,13-14=20,12-13=-20 Concentrated Loads(Ib) Vert:4=-124 8=-32 28=-107(F)29=-49 32=-80 33=-80 34=-80 35=-80 36=-80 38=-49 39=-107(F)40=100 41=-100 _ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekIS 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 'Lennar _ K5621913 B1703790 A16A HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:12 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-XairXs9B9k5D6m SZYGju8scfTFxp4Cq_U5soh8zu9kz 29-7-4 28-6-8 29-5.8 -1-0-0, 5-1-14 9-6-8 9-10-15 16-7-0 22-5-0 26-1-3 26-4.12 29-1,1,,.31-5-10 34-0-12 36-6-8 :38-10-6 1-0-0' 5-1-14 4-4-10 0i-7 6-8-1 5-10-0 3-8-3 0-3-52-1-12 0�5�1-10-6 2-11-2 ' 2-1-12 2-3-14 0-4-7 Scale=1:76.7 0-1-13 8x12 4x6 =_= 2x4 H 4x6 === 10x10 6.00 112 4 -_,24 -,,25 26 5 27,28 296 ..- 30 -.31 32,.3 3435 82x4 -_ 7 ,, - 2x4 „ ;T:8-8- 'p, ',::1 e. --- 9 23;:;d'" / - - 4x6 o A cj 5x12 MT18H 22 ;-' 10 d si' 19 a,� '1- e, i e% ;tee' 1-:...- ::14 _ -I--,--I 1-'11-1- 7r 4�-' 8x12=_= 18 17 3x8 16 37 15 7x14 MT18H==_ 13 12 2 203x8 i 5x12 MT18H-_ = 5x12 MT18H _= 8x8=_= 8x8=_= 5x16 =_= 3x6 ii 3.00;12 9x16 MT18H ;! 5-3-10 31-7-6 5-0-2 5-1,14 9-10-4 22-5-0 66-1236-1-01--1122 22-81-61-82 21%71-42:311-1%10 1971-42'311-15-60 34-02-9--512 r 23-61--61-26 328--31-01-64' 5-0-2 0-1=72 4.6-9 ' 5-10-0 0-1-13 0-1-13 Plate Offsets(X,Y)- [2:0-3-0,0-1-12],[4:0-5-3,Edge],[5:0-2-12,0-2-0],[7:0-2-8,0-2-0],[8:0-3-8,0-5-0],[10:0-2-12,0-1-12],[12:Edge,0-3-9],[12:0-0-0,0-1-13],[13:0-6-12,0-2-4], [16:0-2-4,0-2-41,117:0-0-0,0-2-4],118:0-5-0,0-2-8],[19:0-4-12,0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.38 17-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.75 17-18 >614 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.34 12 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:256 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-8:2x6 DF No.2 2-0-0 oc purlins(2-8-1 max.):4-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-18 2-19,11-13:2x4 DF No.1&Btr G,16-17:2x12 DF SS MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 20=2400/0-5-8,12=2345/0-3-14 Max Horz20=116(LC 11) Max Uplift20=-475(LC 12),12=-436(LC 13) Max Grav20=2864(LC 31),12=2750(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-5689/1007,22-23=-5550/1009,3-23=-5483/1017,3-4=-5678/1143,4-24=-3478/766, 24-25=-3484/765,25-26=-3490/765,26-27=-3491/765,27-28=-3493/765, 5-28=-3502/766,5-29=-5004/975,29-30=-5004/975,30-31=-5004/975,6-31=-5004/975, 6-32=-5004/975,32-33=-5004/975,33-34=-5004/975,7-34=-5004/975,7-35=-4266/902, 8-35=-4253/902,8-9=-5329/1126,9-10=-5408/1019,10-11=-2959/593,11-12=-2718/530 BOT CHORD 18-19=-542/3578,17-18=-713/5004,17-36=-713/5004,36-37-713/5004,-- 16-37=-713/5004,15-16=-638/4285,14-15=-598/4021,13-14=-473/2592 WEBS 4-19=-466/2172,2-19=-799/4981,4-18=-98/811,3-19=-542/256,9-14=-414/242, 'p PROF 5-17= /371, 91/352, 1468, =-1670/305, 8-15=0134/993,8-141-400/9 9160-14=-298 2238,10-13=-1944/435 11-13=-562/2928, "SC.NGINE�rnF`S'X'"o 2-20=-2804/611 4 19 ?j NOTES- 1' ;92 OP r 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-10-10,Interior(1)2-10-10 to 4-2-10,Exterior(2)4-2-10 to 15-2-9,Interior(1) 15-2-9 to 23-9-7,Exterior(2)23-9-7 to 38-8-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 y OREGON b <(/i 3)Unbalanced snow loads have been considered for this design. L 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs /Q 14 Zd A non-concurrent with other live loads. M Y 0 5)200.01b AC unit load placed on the bottom chord,19-6-0 from left end,supported at two points,5-0-0 apart. ER R I LA- 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. EXPIRES: 12-,31-2(]1 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 18,2019 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek^ is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 'Lennar K5621913 B1703790 A16A HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:12 2019 Page 2 I D:ddyJ IzQd19_F46arEDmnsXyJ WIZ-XairXs9B9k5D6m SZYGju8scfTFxp4Cq_U5soh8zu9kz NOTES- 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)20=475,12=436. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)142 lb down and 85 lb up at 12-0-12,119 lb down and 105 lb up at 14-0-12 ,248 lb down and 157 lb up at 16-0-12,248 lb down and 157 lb up at 18-0-12,248 lb down and 157 lb up at 19-6-0,248 lb down and 157 lb up at 20-11-4,248 lb down and 157 lb up at 22-11-4,119 lb down and 105 lb up at 24-11-4,and 142 lb down and 85 lb up at 26-11-4,and 131 lb down and 177 lb up at 29-3-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)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:1-4=-64,4-8=-64,8-11=-64,19-20=-20,18-19=-20,15-18=-20,14-15=-20,13-14=-20,12-13=-20 Concentrated Loads(Ib) Vert:8=-32 24=-107(B)25=-49 28=-178 29=-178 30=-178 31=-178 32=-178 34=-49 35=-107(B)36=-100 37=-100 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty 'Ply Lennar K5621914 - B1703790 A17 Hip 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:15 2019 Page 1 ID:ddyJ IzQd19_F46arEDmn5XyJ W7Z-y9N_9tB3SfTozEB8DPGbm U ECfSyRHcIQA35S ITzu9kw 9-10-4 31-5.8 5-1-14 7-6-8 7-10-15 14-1-10 22-1-6 26-0-12 29-0-12 31-1-1 36-6-8 38-10-6 1-0-0' 5-1-14 2-4-10 0'4-71-11-5 4-3-7 7-11-11 4-3-6 3-0-0 1-850-07 5-1-0 2-3-14 Scale=1:73.5 204 I 4x8=_= 2x4 i8x12 6.00 12 4x4=_= 404 =__ 4 `' ;,25 2@_,,6 ,_,27 7,„28 2,9 30:„8 31,-„ 32,-v 9 33.34 35,-,, p0 36 2x4 H •,�9, � 'r ,,r -- ,. . 4x6 11 5x6 0 4 5x10 ' d mom= - : 19 - --F44,;'. '•: ,'" ,` - 15 - 8x12 =_= _18 17 16 7x14 MT18H = 14 13 20 2x4 ;; 3x4=_= 5x12 MT18H=_= 2x4 H 2x4 3x6 i'', _ 2x4 H 5x12 MT18H=_= 5x12=_= 5x6 i I 3.00 12 5-3-10 5-1-14 31-5-10 3-5-8 5-0-2 9-10-0 16-1-e 26-4-12 � 29-0-12 : 31-5A 33-6-8 : 36-6-8 : 38-10-6 3-5A '1-6-10"' 4-6-9 a-3.4 8-3-4 3-0-0 2-0-12 2-0-14 3-0-0 2-3-14 0-1-12 0-0-2 0-1-13 Plate Offsets(X,Y)-- [2:0-2-12,0-2-0],[4:0-5-0,0-3-4],[6:0-1-12,0-2-0],[10:0-5-0,0-3-8],[11:0-2-12,0-1-12],[12:0-2-12,0-2-4],[13:Edge,0-3-9],[14:0-3-12,0-2-4],[21:0-2-4,0-1-0], L22:0-2-4,0-1-01,123:0-2-3,0-1-0],124:0-2-3,0-1-0] 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 0.77 Vert(LL) -0.39 17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.84 16-17 >553 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.35 13 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-AS Weight:236 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-7,7-10:2x6 DF No.2 2-0-0 oc purlins(2-5-1 max.):4-10. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-18 2-20,12-14,2-19,11-15:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 20=2192/0-5-8,13=2176/0-3-14 Max Horz 20=94(LC 11) Max Uplift20=-591(LC 12),13=-677(LC 13) Max Grav20=2591(LC 32),13=2513(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5060/1240,3-4=-5011/1351,4-5=-3796/1084,5-25=-3787/1078,25-26=-3787/1078, 6-26=-3787/1078,6-27=-5097/1409,7-27=-5097/1409,7-28=-5097/1409, 28-29=-5097/1409,29-30=-5097/1409,8-30=-5097/1409,8-31=-4569/1366, 31-32=-4569/1366,9-32=-4569/1366,9-33=-4553/1361,33-34=-4553/1361, 34-35=-4553/1361,35-36=-4553/1361,10-36=-4553/1361,10-11=-5040/1499, /- 11-12=-2695/789,12-13=-2483/713 BOT CHORD 18-19=-829/3515,17-18=-1207/4849,16-17=-1326/5192,15-16=-1277/4590, 14-1 =-651/2356 WEBS 4 185-302/1146,6-18=-1562/487,5-18=-594/176,6-17=-53/423,9-16=-514/195, <C 4.761 PROFFscS' 11-14=-1756/562,2-20=-2536/715,12-14=-747/2654,8-16=-917/267,10-16=-220/375, �Gj GNGINEF9 io 4-19=-463/1777,2-19=-995/4417,3-19=-458/247,10-15=-299/1394,11-15=-689/2374 ,� ?/9 NOTES- 89200PE r 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 13-2-9,Interior(1)13-2-9 to 25-11-9,Exterior(2)25-11-9 to 38-8-9 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 y OREGON 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 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs L<0 M Y 14 1 A'.r non-concurrent with other live loads. ' 5)Provide adequate drainage to prevent water ponding. FR R10- v 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. EXPIRES: 12'31'2U19 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. January 18,2019 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �W a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,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 Lennar K5621914 B1703790 A17 Hip 3 1 Job Reference.(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:15 2019 Page 2 ID:ddyJ IzQd19_F46arEDmn5XyJ W7Z-y9N_9tB3StTozEB8DPGbmUECfSyRHcIQA35S ITzu9kw NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)20=591,13=677. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated Ioad(s)223 lb down and 191 lb up at 7-8-9,108 lb down and 99 lb up at 10-0-12, 177 lb down and 139 lb up at 12-0-12,72 lb down and 103 lb up at 14-0-12,150 lb down and 144 lb up at 16-0-12,150 lb down and 144 lb up at 18-0-12,150 lb down and 144 lb up at 19-6-0,150 lb down and 144 lb up at 20-11-4,150 lb down and 144 lb up at 22-11-4,72 lb down and 103 lb up at 24-11-4,177 lb down and 139 lb up at 26-11-4, and 110 lb down and 100 lb up at 28-11-4,and 320 lb down and 358 lb up at 30-11-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-10=-64,10-12=-64,19-20=-20,18-19=-20,16-18=-20,15-16=-20,14-15=-20,13-14=-20 Concentrated Loads(Ib) Vert:4=-124 6=-3 5=-43 25=-107 27=-80 28=80 29=-80 30=-80 31=-80 32=-3 33=-107 35=-43 36=-221 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 far use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty 'Ply 'Lennar - K5621915 B1703790 A17A Hip 1 1 Job Reference[optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 Mi fek Industries,Inc.Fri Jan 18 07:31:18 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-Mk36ovDylasNghwiuXglN7sj?fz2U_pttl J6vozu9kt 9-104 31-5-8 ,1-0-0. 5-1-14 7$$7-10-15 14-1-10 22-1-6 26-4-12 29-4-12 .31-1-1 36-6$ 38-10-6 1-0-0' 5-1-14 2-0-10 0'4-71-11-5 4-3-7 7-11-11 4-3-6 3-0-0 '1-8-504-7 5-1-0 2-3-14 Scale=1:73.5 5x10 7x4 I I 4x8=_= 2x4 N 8x12 6.00[12 4x4 =_= 4x4=__ 45 ,-,2122 24 6 24 2$,n 7 26 27 i3,, 28 29 -9 30 3,1 32,_ A 0 33 2x4 .. -.o. .;. :' -# :1_71 '5''.. .T.', 3 , 4x6 11 5x6 0 5x10 •/.-` o C ----- 19 -----::::=14-Y _---_-_-44 A•; .. ' 'Ai:- 15 Q r' h rr -- 8x12 =_= 17 7x14 MT18H=_= 18 16 14 13 20 3x4=_= 5x12 MT18H=__ 3x6 i'' _ 5x12 MT18H=_= 5x12 =_= 5x6 I: 3.00 H2 5-3-10 5-1-14 31-5-10 3-5$ .5-0-2 9-10-4 18-18 26-4-12 29-0-12 31-5833fi$ 36-6$ 38-10$ 3-5-8 '1-6 10 "' 4$-9 8-3-0 6 -3-4 3-0-0 2-0-12 2-0-14 3-0-0 2-3-14 0-1-12 0-0-2 0-1-13 Plate Offsets(X,Y)-- [2:0-2-12,0-2-01,14:0-4-0,0-2-4],[6:0-1-12,0-2-0],[10:0-5-0,0-3-81111:0-2-12,0-1-121[12:0-2-12,0-2-41,[13:Edge,0-3-91,[14:0-3-12,0-2-41,119:0-6-0,0-3-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.39 16-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.84 16-17 >552 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.35 13 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:226 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 end verticals,and 4-7,7-10:2x6 DF No.2 2-0-0 oc purlins(2-4-8 max.):4-10. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-18 2-20,12-14,2-19,11-15:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 20=2202/0-5-8,13=2189/0-3-14 Max Horz 20=97(LC 11) Max Uplift20=-617(LC 12),13=-673(LC 13) Max Grav20=2573(LC 31),13=2518(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5020/1352,3-4=-4968/1458,4-5=-3876/1183,5-21=-3887/1186,21-22=-3887/1186, 22-23=-3887/1186,6-23=-3887/1186,6-24=-5161/1484,7-24=-5161/1484, 7-25=-5161/1484,25-26=-5161/1484,26-27=-5161/1484,8-27=-5161/1484, 8-28=-4608/1412,28-29=-4608/1412,9-29=-4608/1412,9-30=-4591/1407, 30-31=-4591/1407,31-32=-4591/1407,32-33=-4591/1407,10-33=-4591/1407, 10-11=-5050/1539,11-12=-2699/808,12-13=-2487/729 BOT CHORD 18-19= 1713579,17-18=-1284/4923,16-17=-1379/5245,15-16=-12R0/45n _ 14-15=-656/2360 c 6 WEBS 4-18=-300/931,6-18=-1525/473,5-18=423/174,6-17=43/430,9-16=-513/195, GD PROP 4194-463/ 731,2- 9=-1095/4381,3- 94-456244510-815=-301//396,111-15=707/2392 , r\ON , GINEFA'�'/3 NOTES- 9 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS 89200PE (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 12-10-0,Interior(1)12-10-0 to 25-11-9,Exterior(2)25-11-9 to 38-8-9 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; /dip 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=1.10 3)Unbalanced snow loads have been considered for this design. y A_OREGON 44 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 4 \ - A, non-concurrent with other live loads. �O -/r 14, 2� P 5)Provide adequate drainage to prevent water ponding. r L`•7)6)All plates are MT20 plates unless otherwise indicated. 111`R R 11.-\- 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 EXPIRES: 12-31-2019 fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. January 18,2019 Continued on page 2 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 'Lennar K5621915 B1703790 A17A Hip 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:18 2019 Page 2 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-Mk36ovDylasNghwiuXq IN7sj?fz2Uptt1 J6vozu9kt NOTES- 10)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)20=617,13=673. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)288 lb down and 197 lb up at 10-0-12,177 lb down and 139 lb up at 12-0-12,72 lb down and 103 lb up at 14-0-12,150 lb down and 144 lb up at 16-0-12,150 lb down and 144 lb up at 18-0-12,150 lb down and 144 lb up at 19-6-0,150 lb down and 144 lb up at 20-11-4,150 lb down and 144 lb up at 22-11-4,72 lb down and 103 lb up at 24-11-4,176 lb down and 137 lb up at 26-11-4,and 107 lb down and 97 lb up at 28-11-4,and 320 lb down and 358 lb up at 30-11-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-10=-64,10-12=-64,19-20=-20,18-19=-20,16-18=-20,15-16=-20,14-15=-20,13-14=-20 Concentrated Loads(Ib) Vert:6=-3 5=-190 22=-107 24=-80 25=-80 26=-80 27=-80 28=-80 29=-3 30=-107 32=-42 33=-221 Al 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 tut 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 trek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job Truss Truss Type Qty 'Ply Lennar - K5621916 B1703790 A18 HIP GIRDER 3 �f 2 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:22 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-FWIddHGSopMpJJDU7NuEYzOVYHLpQp9SnfHK2Zzu9kp 5-10-15 -1-0-0. 3-5-8 . 5-6-7 L1 9-10-4 15-5-0 20-10-0 26-4-12 315-10 36-6-8 :38-10-6 1-0-0' 3-5-8 '2-0-15 ' ' 3-11-5 5-6-12 5-5-0 5-6-12 5-0-14 5-0-14 1 2-3-14 0-4-8 Scale=1:72.3 4x4 =__ 8x8 =__ 6.00 112 4x4 =_= 4x4=== 4x8=_= 4x8=== 4x6=_= 5x10=_= 2x4 i i 5x10 4,, x,24 25„,`9 -�26 _27 6s 28 :.a 29 ,60 7,6 3,1y 32. 9 36, 6,4 --r 10 35 3� 11 1,2 3 a 2x4 % .,;'. d d - -----------o _ - d --ia, ---,L.:�- � ith � - - 'd, 22 38 21 16 48 49 5015 8x8=== 39 20 19 18 17 47 8x8=_= 51 14 52 13 23 8x8=_= 40 41 42 43 44 45 46 8x8 r__ 7x14 MT18H=_= 4x4= 7x14 MT18H= • Job Truss Truss Type city 'Ply 'Lennar K5621916 B1703790 A18 HIP GIRDER 3 2 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:22 2019 Page 2 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-FWIddHGSopMpJJDU7NuEYzOVYHLpQp9SnfHK2Zzu9kp NOTES- 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 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)Bearing at joint(s)23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=1577,23=1596. 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 12-0-0 oc max.starting at 12-0-12 from the left end to 36-11-4 to connect truss(es)to front 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)587 lb down and 325 lb up at 5-8-9,196 lb down and 148 lb up at 8-0-12, 201 lb down and 179 lb up at 10-0-12,195 lb down and 174 lb up at 12-0-12,196 lb down and 175 lb up at 14-0-12,195 lb down and 174 lb up at 16-0-12,195 lb down and 174 lb up at 18-0-12,195 lb down and 174 lb up at 19-6-0,195 lb down and 174 lb up at 20-11-4,195 lb down and 174 lb up at 22-11-4,196 lb down and 175 lb up at 24-11-4,227 lb down and 196 lb up at 26-11-4,177 lb down and 146 lb up at 28-11-4,357 lb down and 101 lb up at 30-11-4,316 lb down and 92 lb up at 32-11-4,and 260 lb down and 160 lb up at 34-11-4,and 206 lb down and 164 lb up at 36-11-4 on top chord,and 386 lb down and 163 lb up at 5-11-7,66 lb down and 38 lb up at 8-0-12,67 lb down at 9-10-4,14 lb down at 26-11-4,71 lb down and 50 lb up at 28-11-4,31 lb down and 105 lb up at 30-11-4,and 31 lb down and 101 lb up at 32-11-4,and 59 lb down and 33 lb up at 34-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 19)Special hanger(s)or other connection device(s)shall be provided at 31-11-4 from the left end sufficient to connect truss(es)to front face of bottom chord.The design/selection of such special 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:1-2=-64,2-4=-64,4-12=-64,22-23=-20,21-22=-20,20-21=-20,17-20=-20,16-17=-20,15-16=-20,14-15=-20,13-14=-20 Concentrated Loads(lb) Vert:4=-514 20=-47(F)5=-131 11=147 7=-125 18=-38(F)24=-130 26=-125 27=127 28=-125 29=-125 30=-125 31=-125 32=-127 33=-157 34=-107 35=-287 36=-246 37=-190 38=-386 39=-66(F)40=-38(F)41=-38(F)42=-38(F)43=-38(F)44=-38(F)45=-38(F)46=-38(F)47=-6(F)48=-71(F)49=-13(F)50=-13(F)51=-59(F)52=-47(F) ®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 ivi iTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty 'Ply 'Lennar - K5621917 81703790 A18A HIP GIRDER 1 2 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:25 2019 Page 1 ID:ddyJlzOd19_F46arEDmnsXyJW7Z-f5_mGIJL5kkNAmy3oVSxAbe0yUMrdBGvUdW fuzu9km -1-o-c 56-8 1 5-6-7 5-10-15 9-10-4 15-5-0 20-10-0 26-4-12 31-5-10 36.6-8 38-10-6 1-0-0' 2-6-8 ' 2-11-15 04-8 3-11-5 5-6-12 5-5-0 5-6-12 5-0-14 5-0-14 ' 2-3-14 ' Scale=1:72.3 4x4=__ 6.00'x'12 2x4 ! 4x4=_= 4x8=_= 4x8=_= 2x4 i'', 5x12 =_= 2x4 4 , 2 233ra5 ,_,24 .-r 25 6 26 ,_,27 , 8 7,,§ 24y 3.40 9 3.1, 32 -..10 33 34 3k 11 1y2 °.1 M- '^ ... : '- .., ^'# - -'-� -Pi 3 aq a 2x4 4= di _ ? • - d d 2 11 ' gib: q -g== 20 -a=:�__1 15 =- 8x12 =_= 13 8x8 =_= 19 36 37 18 38 39 40 17 41 42 16 14 21 5x6=_= 6x6=__ 7x14 MT18H=_= 4x4=_= 8x8=== 6x6-,---- 4x4 4x4=__ 3.00 112 6-10-4 33-6-8 5-6-7 31-7-6 5-0-1 5-1.14 9-10-4 15-5-0 20-10-0 26-0-12 31-3-13 31-5.70 36-6-8 38-10-6 ' 5-0-1 0-1=13 3-0-0 5-6-12 5-5-0 5-6-12 4-11-2 0-1'-7'3 3-0-0 2-3-14 0-4-9 0-1-13 1-3-13 1-11-2 Plate Offsets(X,Y)- [3:0-3-12,0-1-12],[4:0-4-12,0-2-8],[11:0-0-1,0-0-0],[13:0-3-0,0-4-0],[14:0-3-0,0-3-0],[15:0-6-0,0-4-12],[16:0-4-0,0-4-12],[19:0-7-0,0-4-4],[20:0-4-0,0-4-8], [21:0-1-8,0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.36 17-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.75 17-18 >621 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.25 13 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-RH Weight:516 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins, 1-4:2x4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(5-1-12 max.):4-12. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. WEBS 2x4 DF Std G*Except* 9-15,11-15:2x4 DF No.1&Btr G REACTIONS. (lb/size) 13=2998/0-3-14,21=3377/0-5-8 Max Horz 21=168(LC 7) Max Upliftl3=-1281(LC 7),21=-1430(LC 10) Max Grav13=3216(LC 25),21=3601(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-7576/3235,4-22=-8285/3651,22-23=-8290/3656,5-23=-8302/3656, 5-24=-8273/3644,24-25=-8273/3644,6-25=-8273/3644,6-26=-9642/4393, 26-27=-9642/4393,27-28=-9642/4393,7-28=-9642/4393,7-8=-9595/4394, 8-29=-9595/4394,29-30=-9595/4394,9-30=-9595/4394,9-31=-8590/3565, 31-32=-8590/3565,32-33=-8590/3565,10-33=-8590/3565,10-34=-8590/3565, 34-35=-8590/3565,11-35=-8590/3565,2-21=-292/107 BOT CHORD 20-21=-2005/4506,19-20=-2886/6586 19-36=-4378/9642,36-37=-4378/9642, 18-37=-4378/9642,18-38=-4377/9595,38-39-4377/9595,39-40=-4377/9595, 17-40=-4377/9595,17-41=-3591/8192,41-42=-3591/8193,16-42=-3591/8193, �p PR'Fcc 15-16=3668/8375,14-15=-818/1911,13-14=-798/1860 ,`�,� Csv WEBS 9-15=-221/803,5-19=-1043/465,9-16=-1878/914,6-19=-1896/930,6-18=-11/474, �C3 lNGINFF (J/O 11-15=-3098/7354,11-14=-387/248,11-13=-3747/1542,7-17=-793/548,9-17=-983/1860, e„.<0 V •7 /Ij 4-20=-793/2009,4-19=-1262/2501,3-20=-1070/2672,3-21=-6160/2583,10-15=-537/240 lr� :9200P 9� NOTES- 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. -4P.41#11119, AMP Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. OOREGON �rr 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 -;74. NDS l•C connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,e6 '9r f 4 2O t 3)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 A� + 0- (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 FR R ILS- V 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs EXPIRES: 12-31-2019 non-concurrent with other live loads. January 18,2019 C7arRgygpgwjftgot2 drainage to prevent water ponding. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTekE connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 Oty 'Ply Lennar K5621917 B1703790 A18A HIP GIRDER 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:25 2019 Page 2 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-f5_mGIJL5kkNAmy3oVSxAbeOyUMrdBGVUdW fuzu9km 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)Bearing at joint(s)21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=1281,21=1430. 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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 12-0-12 from the left end to 24-11-4 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)268 lb down and 140 lb up at 8-0-12,120 lb down and 307 lb up at 10-0-12 ,195 lb down and 174 lb up at 12-0-12,196 lb down and 175 lb up at 14-0-12,195 lb down and 174 lb up at 16-0-12,195 lb down and 174 lb up at 18-0-12,195 lb down and 174 lb up at 19-6-0,195 lb down and 174 lb up at 20-11-4,195 lb down and 174 lb up at 22-11-4,196 lb down and 175 lb up at 24-11-4,59 lb down and 56 lb up at 26-11-4, 74 lb down and 56 lb up at 28-11-4,306 lb down and 146 lb up at 30-11-4,208 lb down and 106 lb up at 32-11-4,and 208 lb down and 106 lb up at 34-11-4,and 208 lb down and 106 lb up at 36-11-4 on top chord,and 1124 lb down and 510 lb up at 10-0-1 on bottom 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:1-2=-64,2-4=-64,4-12=-64,20-21=-20,19-20=-20,16-19=-20,15-16=-20,14-15=-20,13-14=-20 Concentrated Loads(Ib) Vert:19=-1124(B)5=48 11=-108 7=-125 17=-38(B)22=-157 24=-125 25=-127 26=-125 27=-125 28=-125 29=-125 30=-127 32=-15 33=-180 34=-108 35=-108 36=-38(B) 37=-38(B)38=-38(B)39=-38(B)40=-38(B)41=-38(B)42=-38(B) MIME ®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 MiTek5t connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty 'Ply 'Lennar • - K5621918 B1703790 A27 Roof Special Girder 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fd Jan 18 07:31:26 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-7HY8TeKzs1 sEowXFMCzAipBBquq?Mhg2iH FYBKzu9kl -1-0-0 2-2-14 .2-8-4 . 5-11-13 10-0-0 1-0-0 2-2-14 0-5-5 3-3-9 4-0-3 Scale=1:18.8 4x4 4x8=-- 2x4 6.00;12 3. 4. -- S" :. , 12 13 i o 44 —J-e-,'6--- 3x6 2 N 1 .---- N :"p s--__L_,.__� ,i.e-r - o 10 15 16 9 17 8 3x8=_= 2x4 i 11 3x6 =_=7 3x6 H 2-2-14 5-11-13 10-0-0 ' 2-2-14 3-8-15 4-0-3 __Plate offsets_(x,Y)—_ j3:0-1-12,0-2-01,j8:0-2-4,0-1-8],_[10:0-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.03 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.05 9-10 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.01 8 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-RH Weight:52 lb FT=10% BCDL 10.0 , LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 9-5-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=566/Mechanical,11=792/0-5-8 Max Horz 11=102(LC 7) Max Uplift8=-334(LC 7),11=-417(LC 10) Max Grav8=770(LC 25),11=905(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-864/448,3-12=-769/421,12-13=-769/421,4-13=-769/421,2-11=-926/453 BOT CHORD 10-15=-486/972,15-16=-486/972,9-16=-486/972,9-17=-486/972,8-17=-486/972 WEBS 4-8=-1108/533,2-10=-429/880 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;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Ex^B;F "y 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �`Q�p P R pFL�sA non-concurrent with other live loads. ``` C (i 5)Provide adequate drainage to prevent water ponding. �Cj INGINErA /O 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V •7 /fj 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 <Gf 9 fit between the bottom chord and any other members. 89200PE 8)A plate rating reduction of 20%has been applied for the green lumber members. //)) 9)Refer to girder(s)for truss to truss connections. /.(1 C�. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=334, ,, ` X77•`%%'�"I�- 11=417. fi, 'Cr 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OREGON $4, 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. L 2J �` 13)Use Simpson Strong-Tie TJC37(6 nail,30-90)or equivalent at 2-8-4 from the left end to connect truss(es)to front face of bottom /O qy 14, 2p\ Q. chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. 14)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 4-0-12 M&-RR 10- from L`'from the left end to 8-0-12 to connect truss(es)to front face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. EXPIRES: 12-31-2019 January 18,2019 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle SafetyInformation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty Ply 'Lennar K5621918 B1703790 A27 Roof Special Girder 2 1 Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Job Dec115 8e(optional) D 1 Apr 21 2018 Print:8.220 s 5 2 2018 MiTek Industries,Inc. Fri Jan 18 07:31:26 2019 Page 2 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-7HY8TeKzs1 sEowXFMCzAipBBquq?Mhg2iHFYBKzu9kl NOTES- 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)157 lb down and 128 lb up at 4-0-12,and 29 lb down and 51 lb up at 6-0-12,and 73 lb down and 117 lb up at 8-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)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:1-2=-64,2-3=-64,3-5=-64,5-6=-64,7-11=-20 Concentrated Loads(Ib) Vert:9=-8(F)13=-53 14=-14 15=-368(F)16=-6(F)17=-8(F) Al WARNING-Verity 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 tut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,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 'Lennar - K5621919 B1703790 A28 Hip 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:27 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-bT6Wh_KbdL_5Q46RWwU PFOkLrIBy54VBxx?5jmzu9kk -1-0-0 3-7-2 ,40-8, 10-0-0 ' 1-0-0 3-7-2 '0-5-5' 5-11-8 Scale=1:23.1 4x4 4x8=_= 2x4 6.00112 '<� `�` ; � r- --T_j-"___—13 '14 8- y 3x4 12 dA dj St ry - •-- -----'--�--� - cS - - - .-..10 4x4-- -- --- --- _-- N j------- ------ 3x8------ r.' - t:" 3.00[12 11 7 2x4 11 3x6= 3-7-2 5.1-14 5-310 10-0-0 3-7-2 1-6-12 0-1-13 4-8-5 Plate Offsets(X,Y)-- 12:0-1-12,0-1-81,-13:0-1-12,0-2-0],19:0-2-D,0-2-4j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.03 9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.08 8-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.04 8 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-RH Weight:54 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=524/Mechanical,11=545/0-5-8 Max Horz 11=134(LC 9) Max Uplift8=-191(LC 9),11=-165(LC 12) Max Gray 8=668(LC 27),11=709(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-751/281,3-12=-688/291,3-4=-603/294,5-8=-259/101,2-11=-679/314 BOT CHORD 9-10=-449/1095,8-9=-450/1103 WEBS 3-10=-103/317,4-9=-187/580,4-8=-1232/488,2-10=-137/629,4-10=-732/297 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lu••- I• - -, •- - • '• 0• = 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. so PROFF 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �,`f(, w`G`NE��sla non-concurrent with other live loads. .7 5)Provide adequate drainage to prevent water ponding. �e'? 2v 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 89200PE v fit between the bottom chord and any other members. / 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. -.110 10)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Q capacity of bearing surface. AA__OREGON �C/ 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=191, -rz, "rl,9 ,\� 11=165. Q y 141 2 Q. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ill`R RIO- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)330 lb down and 201 lb up at 6-0-12,and 25 lb down and 99 lb up at 8-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of EXPIRES: 12-31-2019 others. January 18,2019 Calvi lecASE 62andard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/0312015 BEFORE USE. imi • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI 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 'Lennar K5621919 B1703790 A28 Hip 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:28 2019 Page 2 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-3fguuKLD0e6y1 EhdUd?enEGWbhXBgXBLAbkeGDzu9kj LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-3=64,3-5=-64,5-6=-64,9-11=-20,7-9=-20 Concentrated Loads(Ib) Vert:13=-169 =NM 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 MiTekw is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty Ply 'Lennar K5621920 01703790 A29 Flat Girder 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:28 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-3fguuKLDOe6y1 EhdUd?enEGYshWmgajLAbkeGDzu9kj 4-7-9 9-1-5 13-10-6 4-7-9 I 4-5-12 I 4-9-1 Scale=1:23.7 2x4 N 3x6=_= 4x8 =_= 2x4 r'>,-"1 12>< IT-;: 2 ;'UK-y i]S: 3 i'''>10,1 --17 =.4' 5 N - N , 44•••••••••••••••••••••••••••••••••i.i se 18 _ 19 20 21 22 ' 7 .....•.00-O.•.•O.•.�.�.�.�.�.�w�+�0 9 3x4 -_- 8 11 10 2x4 H 6 4x4=_= 5x6 ==_ 2-0-6 4-7-9 9-1-5 13-10-6 2-0-6 I 2-7-3 4-5-12 I 4-9-1 Plate Offsets(X Y)— [7:0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) 0.05 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.07 8-9 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.02 7 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-RH Weight:76 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-5, except end verticals. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 8-7-4 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=377/2-3-14,7=611/Mechanical,10=295/0-3-8 Max Horz 11=-83(LC 6) Max Upliftl 1=-312(LC 4),7=-482(LC 5),10=-191(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-778/654,14-15=-778/654,3-15=-778/654 BOT CHORD 10-11=-690/778,10-18=-690/778,9-18=-690/778,9-19=-815/946,19-20=-815/946, 8-20=-815/946,8-21=-815/946,21-22=-815/946,7-22=-815/946 WEBS 2-11=-849/726,3-7=-1033/871 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;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. D 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Qtp P R04- fit etweati the bottom chord2 %and any been members. ��``w`G'NE&*-s/aA 6)A plate rating reduction of 20%has been applied for the green lumber members. r.�Gj c.7 -!/ 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=312, 89200PE 17_,,,.7=482,10=191. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,• 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 3-11-2Ps /� from the left end to 11-11-2 to connect truss(es)to front face of bottom chord. Q' 12)Fill all nail holes where hanger is in contact with lumber. -9 A"OREGON Ati 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)56 lb down and 126 lb up at ►� �yy9 O\� 1-11-2,51 lb down and 91 lb up at 3-11-2,51 lb down and 91 lb up at 5-11-2,51 lb down and 92 lb up at 7-11-2,and 54 lb down and Y 14, 2 P 100 lb up at 9-11-2,and 55 lb down and 107 lb up at 11-11-2 on top chord. The design/selection of such connection device(s)is the � L responsibility of others. R R IL 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard EXPIRES: 12-31-2019 January 18,2019 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. tiff Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,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 'Lennar K5621920 B1703790 A29 Flat Girder 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:28 2019 Page 2 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-3fguuKLDOe6yl EhdUd?enEGYshWmgajLAbkeGDzu9kj 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=-64,6-11=-20 Concentrated Loads(Ib) Vert:12=-18 13=-14 14=-14 15=-14 16=-14 17=-14 18=-8(F)19=-8(F)20=-8(F)21=-8(F)22=-8(F) MOMWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mut 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 Lennar - K5621921 B1703790 A30 Roof Special 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:29 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-YsDH5gMr9yEpfNGg1 LWtKRpj05tQZ1 iUOFUCofzu9ki 2-3-14 7-4-12 12-5-10 13-10-6 2-3-14 5-0-14 5-0-14 1-4-12 ' Scale=1:24.4 2x4 H 3x6=_= 3x4 =__ 3x4 =_= 3x6=__ �-' ': 13 14=:1 ;'15i-I 3 -I.E -';17 18 :-=19 4 "-.Tv-'g- 4 . tom' - ---m--' ------ -- _ _- -- 10 -- —--- - - 5x8=__ -- - ---- 11 9 8 -'_ 3.00;12 12 5x8=_= 5x8=_= 7 2x4 H 2x4 2-3-14 7-4-12 12-5-10 13-10-6 ' 2-3-14 5-0-14 5-0-14 1-4-12 ' Plate Offsets(X Y)-- 19:0-2-12,0-2-81,-111:0-2-12,0-2-81 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 0.24 Vert(LL) -0.04 10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.14 10-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-RH Weight:79 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-6, except end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=564/0-3-14,8=588/Mechanical Max Horz 12=128(LC 7) Max Upliftl2=-193(LC 6),8=-218(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-543/206,1-2=-381/193,2-13=-1135/447,13-14=-1135/447,14-15=-1135/447, 3-15=-1135/447,3-16=-1135/447,16-17=-1135/447,17-18=-1135/447,18-19=-1135/447, 4-19=-1135/447,5-8=-570/229 BOT CHORD 10-11=-213/375 WEBS 1-11=-246/656,2-11=-551/266,2-10=-318/824,3-10=-340/216,4-10=-407/982, 4-9=-630/355,5-9=-308/681 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)0-1-12 to 3-1-- • - '• - - • I- 1-• •- •- 1-• • 3-10-6 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber 0 2)TCLL:ASCE 7-10;Pf=25.0 pse grip sffO(flatl.60 roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 '����0 PROFFcSO 3)Provide adequate drainage to prevent water ponding. SCJ �NG1NEe �O 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ?j 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will „,„_`4-/ 89200PE 9� fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=193, 8=218. Q j5-' 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 74. OREGON 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)26 lb down and 101 lb up at /O -9y 14 2.4 Q. 1-11-2,26 lb down and 101 lb up at 3-11-2,26 lb down and 101 lb up at 5-11-2,102 lb down and 87 lb up at 7-11-2,and 34 lb down and 120 lb up at 9-11-2,and 34 lb down and 120 lb up at 11-11-2 on top chord. The design/selection of such connection device(s)is MER R I I►\- the responsibility of others. LOAD CASE(S) Standard EXPIRES: 12-31-2019 January 18,2019 Continued on page 2 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mll. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty Ply Lennar K5621921 81703790 A30 Roof Special 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:29 2019 Page 2 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-YsDH5gMr9yEpfNGg1 LWtKRpj05tQZ1 iUOFUCofzu9ki 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=-64,11-12=-20,10-11=-20,9-10=-20,7-9=20 ®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/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 Job Truss Truss Type 'Qty 'Ply Lennar K5621922 81703790 A31 Flat Girder 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:30 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-02nfJONTwGMgHXrOb216sfMuJVCrlTbedvDlK5zu9kh 4-7-9 9-1-5 . 13-10-6 II 4-7-9 4-5-12 4-9-1 Scale=1:23.7 2x4 i i 3x6--- 4x8=_= 2x4 7•'. 11,'-•-;,j 72:;;y 2 i s: , r''>1.51 ::j -]d;� 3 =16 "•`1:5 N 0 17 18 19 20 21 22 -- 9 3x4 =_= 8 7 10 2x4 ii 6 5x6 Zr: 5x6=__ 4-7-9 9-1-5 13-10-6 4-7-9 4-5-12 4-9-1 Plate Offsets(X,Y)-- 17:0-3-0,0-2-121,,,110:0-3-0,0-2-121 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 0.23 Vert(LL) 0.05 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.07 8-9 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.46 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-RH Weight:76 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-5, except end verticals. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 8-5-1 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=631/0-3-14,7=656/Mechanical Max Horz 10=-83(LC 20) Max Uplift10=-468(LC 4),7=-510(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-1033/817,13-14=-1033/817,3-14=-1033/817 BOT CHORD 10-17=-853/1033,17-18=-853/1033,9-18=-853/1033,9-19=-873/1036,19-20=-873/1036, 8-20=-873/1036,8-21=-873/1036,21-22=-873/1036,7-22=-873/1036 WEBS 2-10=-1128/897,3-7=-1131/934 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p p 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 �G GD r ROp fit between the bottom chord and any other members. ,c�(, Slip 6)A plate rating reduction of 20%has been applied for the green lumber members. Gj` !NC?INE `� /O 7)Refer to girder(s)for truss to truss connections. C� - ?i 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=468, �/ 9 7=510. K" 89200PE V 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. / 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-11-2 -41. from the left end to 11-11-2 to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. teA'OREGON , 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)51 lb down and 91 lb up at 1-11-2, l. •y N 51 lb down and 91 lb up at 3-11-2,51 lb down and 91 lb up at 5-11-2,51 lb down and 92 lb up at 7-11-2,and 54 lb down and 100 lb /Q dg 14 `L� Q. up at 9-11-2,and 55 lb down and 107 lb up at 11-11-2 on top chord. The design/selection of such connection device(s)is the 4, responsibility of others. `R R t L 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard EXPIRES: 12-31-2019 January 18,2019 Continued on page 2 _®WAR ..- A WARNING NING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. jut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty 'Ply 'Lennar K5621922 B1703790 A31 Flat Girder1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:30 2019 Page 2 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-02nfJONTwGMgHXrOb216sfMuJVCrITbedvDlK5zu9kh LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(Of) Vert:1-4=-64,4-5=-64,6-10=-20 Concentrated Loads(Ib) Vert:11=-14 12=-14 13=-14 14=-14 15=-14 16=-14 17=-8(B)18=-8(B)19=-8(B)20=-8(B)21=-8(B)22=-8(B) 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/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Lennar 1 - K5621923 B1703790 A32 Roof Special 1 1 , Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:31 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-UEL1WLN5hZUXuhPC9mZLPsuO?vXY1u8nsZzJsYzu9kg 6-4-12 , 12-5-10 13-10-6 6-4-12 6-0-14 1-4-12 ' Scale=1:24.6 2x4 i 4x8 =_= 2x4 H 4x6 _ 11.,_:1 12 -.J. ,,.'i I154:;12 :'-16-': I 46; 17 :.:1$ 3 ,'.4-:5 io --1 ?v -- I to ---_- — -- — 5x8=__ y I>:' 3I12 8 7 10 5x6=_= 3x6= Job Truss 'Truss Type Qty Ply Lennar K5621923 B1703790 A32 Roof Special 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:31 2019 Page 2 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-UEL1WLN5hZUXuhPC9mZLPsuO?vXY1u8nsZzJsYzu9kg 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=-64,9-10=20,8-9=-20,6-8=-20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/TP11 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 'Lennar - K5621924 131703790 B05 GABLE 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:33 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-QdTnx1 PMDBIF8?ZbGAbpUH_PviGzVuM4JsSPxQzu9ke -1-0-0 7-8-0 10-5-12 14-10-8 15-0.0 1-0-0 7-8-0 2-11-12 4-4-12 0-1'8 4x4 _- Scale=1:34.7 4 6.00112 28 3 _ _ ii" irI 29 1 27 3x4 „--<=-'' 3x64 r`1' :RI 2 , `= - , o 13 ❖::....00.❖.•..00 oo oo ••000000000••••.>. 4x8 4x8 =__ 12 11 10 9 8 10-7-8 4-4-8 5-7-0 7-8-0 9-5-0 ' 10-5-12 14-10-8 4-4-8 1-2-8 1-11-0 1-11-0 ' 1-0-120-1-12 4-3-0 Plate Offsets(X,Y)-- [2:0-1-12.0-1-8114:0-2-0.0-0-8],[6:0-1-12,0-1-8],[26:0-1-10,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.00 11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.00 10-11 >999 180 TCDL 7.0 Rep Stress'nor YES WB 0.20 Horz(CT) 0.00 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-RH Weight:106 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 6-3-0. (Ib)- Max Harz 12=110(LC 9) Max Uplift All uplift 100 lb or less at joint(s)11,9 except 12=-231(LC 12),8=-161(LC 13) Max Gray All reactions 250 lb or less at joint(s)10,11,9 except 12=820(LC 19),8=666(LC 20),8=556(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-27=-321/340,3-27=-314/413,3-28=-216/302,4-28=-214/365,5-29=-195/293 BOT CHORD 11-12=-137/260,10-11=-137/260,9-10=-137/260,8-9=-137/260 WEBS 2-12=-316/409,6-8=-201/256,3-12=-313/215,5-8=-340/239,4-12=-365/232 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-6-0,Exterior(2)4-6-0 to 10-5-12,Interior(1)10-5-12 to 11-10-3,Exterior(2)11-10-3 to 14-10-3 zone;cantilever -• -•: ':• - •t -: ;-•: -•' -• -•r • - =_ --'- -for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry `) PROp Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. .f\tl `sn 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 `Cj NGI NEF9 (7/� 4)Unbalanced snow loads have been considered for this design. �� 4. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs LC• 89200PE 9t! non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •411111. •'gr• 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Q fit between the bottom chord and any other members. 7 OREGON Ix � 10)A plate rating reduction of 20%has been applied for the green lumber members. '76'7. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,9 except(jt=lb) y 14 Q,0 12=231,8=161. M •p ' .3� 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. FF7 RI l.N- LOAD CASE(S) Standard EXPIRES: 12-31-2019 January 18,2019 __ ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss 'Truss Type Oty Ply Lennar K5621925 B1703790 HRA3A DIAGONAL HIP GIRDER 2 1 Job Reference j_optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:34 2019 Page 1 ID:ddyJ IzQd19_F46arEDm nsXyJ W7Z-up199NQ_Ut6198nqu621 V WUy6dUEO4DYWBzTszu9kd 3-8-2 3-10-9 5-9-10 8-9-12 11-5-7 17-1-5 3-8-2 0-2-7 1-11-1 3-0-3 2-7-10 5-7-14 Scale:1/4"=1' 16 9 8 oo 15 3x6 14 4.24 112 g7 tr= 2x4 13 2 3x4 17 10 12 11 2x4 !! 4x6 0-0-6 3-8-2 0-0-6 3-7-12 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) 0.00 11-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 11-12 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.04 Horz(CT) -0.00 8 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Weight:46 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except(jt=length)11=Mechanical,12=0-7-0,5=0-4-7. (Ib)- Max Horz 12=139(LC 7) Max Uplift All uplift 100 lb or less at joint(s)3 except 11=201(LC 10),4=-132(LC 15),5=-179(LC 6),7=191(LC 6),8=-230(LC 7) Max Gray All reactions 250 lb or less at joint(s)11,12,3,4 except 5=381(LC 16),7=378(LC 18),8=624(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.8 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. ` ED PROF s 8)Refer to girder(s)for truss to truss connections. ,c`� 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,7,8. \ NGINEF -r/ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 11=201,4=132,5=179,7=191,8=230. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8. 89200P 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Use Simpson Strong-Tie TJC37(4 nail,30-90)or equivalent at 2-10-3 from the left end to connect truss(es)to front face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. . +-; 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)19 lb down and 46 lb up at 2-10-3, OREGON 165 lb down and 140 lb up at 5-7-7,338 lb down and 159 lb up at 8-5-6,276 lb down and 147 lb up at 11-3-5,299 lb down and 152 lb �‘.740'74.4)' bi up at 14-1-4,and 151 lb down and 60 lb up at 16-11-3,and 67 lb down and 27 lb up at 19-9-2 on top chord. The design/selection of /O '9 y 14 `40\ such connection device(s)is the responsibility of others. �P 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). MR R I L`' LOAD CASE(S) Standard EXPIRES: 12-31-2019 Continued on page 2 January 18,2019 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/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty Ply Lennar K5621925 BI703790 HRA3A DIAGONAL HIP GIRDER 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 Mirek Industries,Inc.Fri Jan 18 07:31:34 2019 Page 2 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-upl 99NQ_Ut6198nqu621 V WUy6dUEO4DWUBzTszu9kd LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-32,2-9=-32,10-12=-10 Concentrated Loads(lb) Vert:6=-194 4=-90 5=-209 8=-126(B)15=-240 16=-45(B)17=-62(F=-9,B=-53) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 'Lennar K5621926 B1703790 JA15A Jack-Open 4 1 Job Reference joptional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:34 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-up199NQUt6198nqu621 V WZD6YzEO iDYWBzTszu9kd 2-7-12 3-10-7 2-7-12 1-2-11 Scale=1:19.9 3 6.00[12 2 N 2x4 di 1 vs i 3 1 iL 5 4 3x4 2-7-12 2-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert(CT) -0.01 4-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-R Weight:11 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=89/0-3-8,4=26/Mechanical,2=172/0-1-8 Max Horz 5=86(LC 9) Max Uplift4=-5(LC 12),2=-130(LC 12) Max Gravy=89(LC 1),4=46(LC 5),2=185(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PR ft,*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 CntG P R ft fit between the bottom chord and any other members. .`�(,``w`G'NE�� s/O 7)A plate rating reduction of 20%has been applied for the green lumber members. Gj 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. nn 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=1b) $ 200P E 2=130. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ! LOAD CASE(S) Standard G 4 OREGON�� k�C/� <O gy14, `Lo 11144.#�FRRIL�-� EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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/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 Lennar K5621927 B1703790 JA16 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fd Jan 18 07:31:35 2019 Page 1 I D:ddyJ IzQd 19_F46arE Dm nsXyJ W 7Z-MObYMj Qcko?zN Ij_O bd HZi3h6 Wn izrN N nAx WDJzu9kc 3-3-8 5-10-7 3-3-8 2-6-15 Scale=1:26.3 6.00 112 2x4 i' 7 2 0o a 4 5 4x8 6 3x6 3.00 112 3-3-8 5-10-7 3-3-8 2-6-15 Plate Offsets(X,Y)-- 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 0.48 Vert(LL) 0.12 5-6 >585 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.81 Vert(CT) -0.17 5-6 >403 180 TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.11 3 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-P Weight:21 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=238/0-3-8,3=149/Mechanical,4=89/Mechanical Max Horz 6=109(LC 12) Max Uplift6=-14(LC 12),3=-96(LC 12),4=-29(LC 12) Max Gray 6=242(LC 18),3=166(LC 18),4=92(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed fora 10.0 psf bottom chord live load••• •• •-• • -• • •- ' - •-•-. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 1� fit between the bottom chord and any other members. Q�p PROFF 6)A plate rating reduction of 20%has been applied for the green lumber members. �(`` is 7)Refer to girder(s)for truss to truss connections. Gj !NG1NEk.� s/O2 8)Refer to girder(s)for truss to truss connections. v 9)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity �<C/ of bearing surface. 89200PE 10)1Provideis is mechanical cd in accordance (by nc others)o2015truss to bearingplate capable of withstanding n230 1.1a lb uplift nt Jed 6,3,4. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 411101111* LOAD CASE(S) Standard 7 OREGON to <O -9y 14, 2p Pr- MRRILYVP - EXPIRES: 12-31-2019 January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss 'Truss Type 'Qty 'Ply Lennar K5621928 B1703790 JA16A Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fd Jan 18 07:31:35 2019 Page 1 I D:ddyJ lzOd 19_F46arEDm n sXyJ W 7Z-M0bYMj Qcko?zN lj_O bd HZi3im WsnzryNnAxVW Jzu9kc 2-7-12 5-10-7 2-7-12 32-11 ' Scale=1:25.1 4 6.00[12 3 - N 0 d 2 01 m 4 k'' 4 3x4 yy 1 d rb J 6 5 3x4 H 2-7-12 2-7-12 Plate Offsets(X Y)-- [6:0-1-12.0-0-121 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 0.44 Vert(LL) 0.01 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.01 5-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix-R Weight:14 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)6=0-3-8,5=Mechanical. (Ib)- Max Horz 6=118(LC 9) Max Uplift All uplift 100 lb or less at joint(s)5 except 2=-110(LC 18),3=-152(LC 9) Max Gray All reactions 250 lb or less at joint(s)6,5,2 except 3=353(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. D 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. TO r R Q c 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 .`�(,�`�`�`N��nC s/O fit between the bottom chord and any other members. .� v` •7 7)A plate rating reduction of 20%has been applied for the green lumber members. ,G� 4. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. it. 89200P E 11_,.. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=1b) / 2=110,3=152. 04 1116411P0 :" 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OREGON Ix �Q LOAD CASES) Standard -9L<0�'9 ' 14, e•'• Ix /liFRRI0- EXPIRES: 12-31-2019 January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek^ 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 'Lennar K5621929 B1703790 JA17 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:36 2019 Page 1 I D.ddyJ IzQd19_F46arEDm nsXyJ W7Z-gC9wZ3REV67q?S IAyJ8W6wbsSw5OiIV W?gg3Ylzu9kb 2-1-12 6-0-0 7-10-7 2-1-12 3-10-4 1-10-7 Scale:3/8"=1' 4„ 6.00[12 10 011 0,1 th t1 9 2x4 „ 8 2 d 1 a __- 5L1 -- - _ `6 - id 4x8 7 3x6 3.00[12 2-1-12 6-0-0 6-012 7-10-7 2-1-12 3-10-4 0-0'212 1-9-11 Plate Offsets(X,Y)-- [1:Edge,0-1-121,-16:0-4-0.0-2-12],17:0-3-0.0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) 0.13 5-6 >515 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.19 5-6 >368 180 TCDL 7.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.12 4 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-P Weight:24 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8 except(jt=length)4=Mechanical,5=Mechanical,3=0-1-8. (Ib)- Max Horz 7=142(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 3=-145(LC 12) Max Gray All reactions 250 lb or less at joint(s)7,4,5 except 3=250(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 3-6-12,Exterior(2)3-6-12 to 7-9-11 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 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 QED PROFF fit between the bottom chord and any other members. ``w`G`N � s O 6)A plate rating reduction of 20%has been applied for the green lumber members. Gj V E 7)Refer to girder(s)for truss to truss connections. 2 8)Refer to girder(s)for truss to truss connections. 9)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity 89200PE of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) !_ ' 3=145. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. ' OREGON 44/CC 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 2 �� LOAD CASE(S) Standard ,O�FRR1t_‘-0P EXPIRES: 12-31-2019 January 18,2019 MIME ®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 tut 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 M Trek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/I-PH 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 city Ply 'Lennar K5621930 91703790 JA17A Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:36 2019 Page 1 ID:ddyJ IzQd19_F46arEDmn5XyJ W7Z-gC9wZ3REV67q?S IAyJ8Vu'6Wbr?wAKiIC W?gg3Ylzu9kb 2-7-12 7-10-7 2-7-12 5-2-11 Scale=1:30.4 5 6.00 112 4 m 10 d rTS -%c?t 3 9 8 j 4 3x4 1 -i J 7 6 3x4=__ 2-7-12 2-7-12 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 0.53 Vert(LL) 0.01 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.01 6-7 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.03 4 n/a n/a BOLL 0.0 Code IBC2015/TP12014 Matrix-R Weight:17 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)7=0-3-8,6=Mechanical,4=0-3-2. (Ib)- Max Horz 7=145(LC 9) Max Uplift All uplift 100 lb or less at joint(s)6,3 except 2=-121(LC 12),4=-137(LC 9) Max Gray All reactions 250 lb or less at joint(s)7,6,2,3 except 4=296(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-275/60 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)0-1-13 to 3-1-13,Interior(1)3-1-13 to 3-7-8,Exterior(2)3-7-8 to 7-10-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ```tp P R04- 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 1 G`NE/Cn �Q fit between the bottom chord and any other members. �� (X" ,7 .Ij 7)A plate rating reduction of 20%has been applied for the green lumber members. 17 8)Refer to girder(s)for truss to truss connections. ‘C :9200P E 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,3 except(jt=lb) 2=121,4=137. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OREGON ktt LOAD CASE(S) Standard to ll r 14 ZOO A4- All)" EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 'Lennar - K5621931 B1703790 JA18 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:37 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-JOi InPSsGPFgcctMVOfIf78yvKPORISgEUQd4Bzu9ka 6-0-0 9-10-7 2. 6-0-0 3-10-7 Scale=1:35.3 4 csi i$ , _ 3 6.00 112 9 2 '• 8 , A N oi <4 d vy 3x4 H 4 rw 6 5 5x6 6-0-0 6-0-0 ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) 0.09 5-6 >806 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.17 5-6 >413 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.11 4 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:25 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)6=0-3-8,4=Mechanical,5=Mechanical. (Ib)- Max Horz 6=174(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,3 except 2=-176(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,4,5,3 except 2=259(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 5-6-12,Exterior(2)5-6-12 to 9-9-11 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 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 3-5-0_talLtzy 2-0-0 wide will fit between the bottom chord and any other members. p 6)A plate rating reduction of 20%has been applied for the green lumber members. `k_O PROF 7)Refer to girder(s)for truss to truss connections. �` G`NE Css/ 8)Refer to girder(s)for truss to truss connections. Gj G n 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. �� v� ''7 a4. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3 except(jt=lb) 4G "9 2=176. 89200PE 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3. This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 0 ..---- 12) 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ti OREGON\� Azo LOAD CASE(S) Standard �G/'Ligj, i 4 2° ��RRILk-R, EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Ivor 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 ANSIFTPl1 Quality Criteria,DSB-89 and SCSI Building Component 250 Nag Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Type 'Qt Ply 'Lennar Job Truss Truss y K5621932 B1703790 JA18A Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 5 Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:37 2019 Page 1 I D:ddyJ IzOd19_F46arEDmn5XyJVV7Z-JOiInPSsGPFgcctMVO II784ZKTmRtYgEUQd4Bzu9ka 2-11-4 6-0-0 8-1-8 9-10-7 2-11-4 3-0-12 2-1-8 1-8-15 ' Scale=1:35.3 6 ,w 6.00 112 14 2x4 H 'd 11 4 , 3„1....h:_• m , It2 e5: g 3x6 ,..-A 12 8 10 7 2x4 H! 5x6=-= 5x6 2-11-4 6-0-0 6-1,9 2-11-4 3-0-12 0-1119 Plate Offsets(X,Y)-- [2:0-2-12,0-1-81,_18:0-3-0,0-3-0jJ9:0-3-0,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.03 8-9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.70 Vert(CT) -0.06 8-9 >999 180 TCDL 7.0 Rep Stress Incl NO WB 0.44 Horz(CT) -0.01 4 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-P Weight:41 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8 except(jt=length)8=Mechanical,4=0-3-2,5=0-1-8. (Ib)- Max Horz 10=173(LC 7) Max Uplift All uplift 100 lb or less at joint(s)except 10=-200(LC 10),8=-514(LC 10),4=-113(LC 16),5=-143(LC 7) Max Gray All reactions 250 lb or less at joint(s)4 except 10=795(LC 1),8=1192(LC 1),5=316(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-824/228,1-2=-956/257 BOT CHORD 9-12=-376/831,8-12=-376/831 WEBS 2-8=-1118/506,2-9=-388/1001,1-9=-245/895 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 p 3)Unbalanced snow loads have been considered for this design. �f�� PROp 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs Co( .w`G'N��n s/O non-concurrent with other live loads. V` ,7 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 .� 89200PE 1F! fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. /�i 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 200 lb uplift at joint 10,514 lb uplift at joint 8,113 lb uplift at joint 4 and 143 lb uplift at joint 5. y A_OREGON 444, 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5. L 4 Q� .1�` 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Q y 14 2 13)Use Simpson Strong-Tie LUS24(4-SD9112 Girder,2-SD9212 Truss,Single Ply Girder)or equivalent at 2-8-8 from the left end to cR RIO- P connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. �` 14)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 4-0-12 from the left end to connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. EXPIRES: 12-31-2019 15)Fill all nail holes where hanger is in contact with lumber. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). January 18,2019 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. in' 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type city Ply 'Lennar K5621932 B1703790 JA18A Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:38 2019 Page 2 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-nbGg_ITU1 jNXEmSY3kB_BLhFJjp?A6opT89Acezu9kZ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,7-10=-20 Concentrated Loads(Ib) Vert:9=-750(F)12=-648(F) MUM ®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 i '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 'Lennar K5621933 B1703790 JA22 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:38 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-nbGg_ITU1 jNXEmSY3kB_BLhB WjyjAB?pT89Acezu9kZ 2-9-4 348. 6-0-0 8-1-8 11-10-7 2-9-4 0-7-4' 2-7-8 ' 2-1-8 3-8-15 Scale=1:42.8 5 6.00 1112 4 11 3 . :r. �y 3x4 zt `V `- N 2 dr r -41 1 d 8 7 9 4x4 2x4 I4x4 3.00;12 2-9-4 34-8 6-0-0 6-012 11-10-7 2-9-4 0-7-4' 2-7-8 00'212 5-9-11 Plate Offsets(X,Y)-- [1:0-1-12,0-1-81 17:0-2-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) 0.22 7 >312 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.32 7 >217 180 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.11 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:38 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except • BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)9=0-3-8,S=Mechanical,6=Mechanical. (Ib)- Max Horz 9=205(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 3=193(LC 12) Max Gray All reactions 250 lb or less at joint(s)9,5,6,4 except 3=285(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-283/161 BOT CHORD 8-9=-349/162 WEBS 1-8=-148/346 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 7-6-12,Exterior(2)7-6-12 to 11-9-11 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 ckEo PROFFss/� 3)Unbalanced snow loads have been considered for this design. 'N F 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Cj :19G2 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� '7fit between the bottom chord and any other members.6)A plate rating reduction of 20%has been applied for the green lumber members. 00PE� 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. / 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 4 •��`� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) rt 3=193. 17L OREGON R l(/ 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. -J 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/7P'1. <Q �.1Y 14 2(''' fr /I LOAD CASE(S) Standard R R 10- ` EXPIRES: 12-31-2019 January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,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 Lennar K5621934 B1703790 JA22A Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:38 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-nbGg_ITU1 jNXEmSY3kB_BLh9pjpxACipT89Acezu9kZ 2-7-12 11-10-7 2-7-12 9-2-11 Scale=1:40.9 6 w { 'd 6.00 112 5 10 4 i N a rb 4x4 N 1 8 7 4x4 2-7-12 2-7-12 Plate Offsets(X,Y)-- L8:0-1-12,0-0-81 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 0.64 Vert(LL) 0.01 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.01 7-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 6 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-R Weight:23 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)8=0-3-8,6=Mechanical,7=Mechanical,4=0-3-2. (Ib)- Max Horz 8=205(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7,3,4,5 except 2=-151(LC 12) Max Gray All reactions 250 lb or less at joint(s)8,6,7,2,3,4,5 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-356/163 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)0-1-13 to 3-1-13,Interior(1)3-1-13 to 7-6-12,Exterior(2)7-6-12 to 11-9-11 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp_B_Fully Fxp;Ct=1 10 [� 3)Unbalanced snow loads have been considered for this design. PRO4-6, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G`lik03 O - 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �*St G'N�c�C s�O fit between the bottom chord and any other members. `.T 6)A plate rating reduction of 20%has been applied for the green lumber members. ?i 7)Refer to girder(s)for truss to truss connections. �� _92�OP 17 8)Refer to girder(s)for truss to truss connections. 7 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3,5. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7,3,4,5 except (jt=lb)2=151. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4,5. i �' 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OREGON LOAD CASE(S) Standard �L 'gY14, 2�� Q'{� MERRILA- EXPIRES: 12-31-2019 January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �'rt 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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,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 Lennar K5621935 B1703790 JA23 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print 8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:39 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-Fng2C5U7o1VOswlldRiDkYDL777YvfSyiovk94zu9kY 2-10-12 6-0-0 8-1-8 9-10-15 2-10-12 3-1-4 2-1-8 1-9-7 ' Scale=1:35.3 5 4 6.00 12 =- : 10 . tj 3 9 ,o N ch o u5 2 3x4 1 3I -61 t' 4x8 177 - 6 8 3x6 --- 3.00[12 2-10-12 6-0-0 6-0..12 9-10-15 2-10-12 3-1-4 0-0112 3-10-3 ' Plate Offsets(X,Y)-- [1:Edge,0-1-121,-17:0-4-0,0-2-8],[8:Edge,0-0-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) 0.14 7 >502 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(CT) -0.19 7 >366 180 TCDL 7.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.12 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:28 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)8=0-3-8,5=Mechanical,6=Mechanical. (Ib)- Max Horz 8=174(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,6,4 except 3=-143(LC 12) Max Gray All reactions 250 lb or less at joint(s)8,5,6,3,4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-274/101 NOTES- 1)Wind:ASCE 7-10;VuIt=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)0-1-13 to 3-0-9,Interior(1)3-0-9 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 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. C GG0 PR0 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �`�` IN F`sA fit between the bottom chord and any other members. �Gj` �`C? �F,, V/aA 6)A plate rating reduction of 20%has been applied for the green lumber members. ,�? v 7)Refer to girder(s)for truss to truss connections. "9 8)Refer to girder(s)for truss to truss connections. 89200P E I 9)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. �� 10)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. ./0 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6,4 except(jt=lb) 3=143. OREGON pi 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 474011 2J 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7O '9Y 14 2C A LOAD CASE(S) Standard MER A ILA- EXPIRES: LA-�` EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mi rek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality 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 'Lennar K5621936 B1703790 JA23A Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:40 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-jzORPQU IZKdFT4bxB9DSGmm WHXXVe6B6wSeHh Wzu9kX 2-7-12 9-10.7 2-7-12 7-2-11 Scale=1:35.6 6 N , $ . 5 6.00[12 11 Is 4 - 10 3 R N m -- 9 rJ d v5 3x4 i ra •. q 8 7 3x4 === 2-7-12 ' 2-7-12 ' Plate Offsets(X,Y)-- L1:Edge,0-1-12j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) 0.01 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.64 Vert(CT) -0.01 7-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 6 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-R Weight:20 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)8=0-3-8,6=Mechanical,7=Mechanical,4=0-3-2. (Ib)- Max Horz 8=174(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7,3,4,5 except 2=-144(LC 12) Max Gray All reactions 250 lb or less at joint(s)8,6,7,2,3,4,5 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-309/133 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)0-1-13 to 3-1-13,Interior(1)3-1-13 to 5-6-12,Exterior(2)5-6-12 to 9-9-11 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - -- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roofsnow);Category II;Exp B;Fully Fxp Ct=1 10 3)Unbalanced snow loads have been considered for this design. P 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Cp PROF? 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4 N.- GPROi , fit between the bottom chord and any other members. Gj •7 (7 6)A plate rating reduction of 20%has been applied for the green lumber members. LCA ?j 7)Refer to girder(s)for truss to truss connections. '� 8)Refer to girder(s)for truss to truss connections. K- 89200PE r 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3,5. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7,3,4,5 exceptj' (jt=lb)2=144. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4,5. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OREGON LOAD CASE(S) Standard �L" ../i' 14, 20� e+At!/ MRRILk- EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mi'# Design valid for use only with MiTekr6 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 NI.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 Job Truss Truss Type 'Qty 'Ply 'Lennar K5621937 B1703790 JA24 Jack-Open 2 1 Job Referencejoptional) Builders FirotSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:40 2019 Page 1 ID:ddyJ IzQd19_F46arEDmn5XyJ W7Z-jzORPQUIZKdFT4bxB9DSGmmZuXdAe5e6wSeHh Wzu9kX 2-9-4 , 6-0-0 , 7-10-7 2-9-4 3-2-12 1-10-7 ' Scale:3/8"=1' 4 3x4 H 6.00';12 3csi 10 d , j: 3x4 9 6 6 2 4 v 2x4 d 4 1 , . F.{;. _j d =5 c, 4x6 - -d H 6 7 2x4 ll 4x4== Job Truss Truss Type Qty Ply Lennar K5621938 B1703790 JA24A Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:40 2019 Page 1 ID:ddyJ IzOd19_F46arEDmnsXyJ WIZ-jzORPQUIZKdFT4bxB9DSGmmX_XXGe6B6wSeHhWzu9kX 2-7-12 7-10-7 2-7-12 5-2-11 Scale=1:30.4 5 6.00[12 4 m 10 3 ',q 9 2 rh oh 3x4 3 qp -;1 7 6 3x4 ==_ 2-7-12 2-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) 0.01 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.01 6-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-R Weight:17 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)7=0-3-8,6=Mechanical,4=0-3-2. ---------- (Ib)- Max Horz 7=145(LC 9) Max Uplift All uplift 100 lb or less at joint(s)6,3 except 2=-136(LC 12),4=-143(LC 9) Max Gray All reactions 250 lb or less at joint(s)7,6,2,3 except 4=330(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-275/60 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)0-1-13 to 3-1-13,Interior(1)3-1-13 to 3-7-8,Exterior(2)3-7-8 to 7-10-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs L� non-concurrent with other live loads. ac```D PROFcss 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4:9G2 �GNE�`n fit between the bottom chord and any other members. V •7 7)A plate rating reduction of 20%has been applied for the green lumber members. C/ 9 8)Refer to girder(s)for truss to truss connections. 89200P E 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,3 except(jt=lb) ,� 2=136,4=143. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. - OREGON �CC LOAD CASE(S) Standard leO -9y 14, 2'0 Q0" EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Trek' 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/TM 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 Lennar K5621939 B1703790 JA25 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:41 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-BAypdmVNKe165DA7kskhpzJkBxzPNYxF960gDyzu9kW 2-0- 6-0-0 7-5-12 2-0-4 3-2-12 1-5-12 Scale=1:31.0 4 3x4 6.00 112 3 ,N 3x4 v 2x4 I; 4 v , 5 M 4x6 H 6 7 !! 4x4 2x4 3.00;12 6-1-8 2-9-45-9-0 6.0-5 2-9-4 3-0-0 0-2-12' 0-1-8 Plate Offsets(X,Y)-- L2:0-1-12,0-1-81J3:0-3-2.0-0-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.10 6 >653 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.24 6 >283 180 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.31 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-P Weight:33 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=225/0-3-8,3=325/0-1-8,5=33/Mechanical Max Horz 7=139(LC 9) Max Uplift3=-89(LC 12),5=-81(LC 12) Max Grav7=225(LC 1),3=374(LC 19),5=67(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 6-7=-279/77,5-6=-284/88 WEBS 2-5=-89/303 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �` PRO4- non-concurrent with other live loads. NGF �O 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r'j G 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� v ?j fit between the bottom chord and any other members. � 8921::PE 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 1dr/ 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,5. lap 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. mac/ 13)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. \ Ix j' 2 LOAD CASE(S) Standard LIQ ,a f 4,OREGON so t, RRI0- EXPIRES: 12-31-2019 January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TRH 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 Lennar K5621940 B1703790 JA25A Jack-Open 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:41 2019 Page 1 I D:ddyJ IzQd 19_F46arEDmnsXyJ W7Z-BAypdmV N Ke165DA7kskhpzJizxum NZRF960gDyzu9kW 2-7-12 7-5-8 2-7-12 4-9-12 Scale=1:29.3 5 6.00[12 4 d , 4 2 0 u yy d 3x4 .F7 b k Jr 7 6 3x4 2-7-12 2-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) 0.01 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.01 6-7 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.03 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-R Weight:17 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)7=0-3-8,6=Mechanical,4=0-3-2. (Ib)- Max Horz 7=137(LC 9) Max Uplift All uplift 100 lb or less at joint(s)6,3 except 2=-135(LC 12),4=-105(LC 9) Max Gray All reactions 250 lb or less at joint(s)7,6,2,3,4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-264/64 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MFRS 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=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of minrooflive load• t • • • .• ••- - •• •-• • • • • overhangs -- non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. QGGp P R 0 6)*This truss has been designed fora 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 ,Cf(..• ` ��� fit between the bottom chord and any other members.W4!NG�NF�.`n VOA 7)A plate rating reduction of 20%has been applied for the green lumber members. t� V -7 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. 89200PE r 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,3 except(jt=lb) 2=135.4=105. /''• 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4. -AL -• �� • 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7OREGON�� ti ° LOAD CASE(S) Standard L 2j +^ llk 4, P M2 FR R I IA- EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 Job Truss Truss Type '.;Qty Ply 'Lennar K5621941 81703790 JA26 Jack-Open 12 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:42 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-fMWBg6W?5ytzjNIKIZFwMBrspL9b601 POm701Pzu9kV 1-11-8 6-0-0 7-5-12 ' 1-11-8 4-0-8 1-5-12 ' Scale=1:29.3 4 6.00 112 ,a 2x4 2 qq� dg 1 - Np - 511 o ter- 6 ` d .?-;ii, 4x8= Job Truss Truss Type Qty Ply Lennar K5621942 B1703790 JA27 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print 8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:42 2019 Page 1 I D:ddyJ IzQd19_F46arEDmnsXyJ W7Z-fM WBg6 W?5ytzj NIKIZFwMBroYL7k6OhPOm701Pzu9kV 6-0-0 7-5-12 6-0-0 1-5-12 Scale=1:31.0 3 c, N , 6.00[12 2 J N 2 2x4 ii 5 4x6 =_= 4 6-0-0 6-0-0 Plate Offsets(X,Y)- 15:Edge,0-1-81 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 0.79 Vert(LL) 0.09 4-5 >815 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.17 4-5 >413 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.11 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:21 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-5-8 except(jt=length)3=Mechanical,4=Mechanical,2=0-1-8. (Ib)- Max Horz 5=136(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,3 except 2=-162(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,3,4 except 2=254(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 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-hptfnm rhnrd in all are s where a rertangle n-6-0 tall by2-Q-Qwide will - - fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. r_cj P ROp 7)Refer to girder(s)for truss to truss connections. ,<<(, IN ss 8)Refer to girder(s)for truss to truss connections. Gj` !,�`�? F 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. sp. ' ' �� s* 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3 except(jt=lb) �/ '9 2=162. 89200PE 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 4/ ,.7, O�EGONO\ +4 i O 14, Q. MER R I IA- EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 tut 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty 'Ply Lennar K5621943 B1703790 JA27A Jack-Open 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc.Fri Jan 18 07:31:43 2019 Page 1 ID:ddyJlzQd19_F46arEDmnsXyJW7Z-7Y4Z1 SXdsF?gKXKWsHm9u00x3kgErTxYcQtxlrzu9kU 2-7-12 7-5-8 2-7-12 4-9-12 Scale=1:29.3 5 6.00 j12 4 'm d d , 3 ------1":-- 0 2 4 uS d 4 4 • , ,--_,:A., 6 7x14MT18H ii 2-7-12 2-7-12 ' Plate Offsets(X,Y)-- 11:0-0-14.0-1-131,17:0-0-0,0-1-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.00 6-7 >999 240 MT18H 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.01 6-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 4 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-R Weight:17 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)7=0-5-8,6=Mechanical,4=0-3-2. (Ib)- Max Hors 7=137(LC 9) Max Uplift All uplift 100 lb or less at joint(s)3 except 2=-170(LC 12),4=-105(LC 9) Max Gray All reactions 250 lb or less at joint(s)7,6,2,3,4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-295/74 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs QDbOFc non-concurrent with other live loads. ``GD G r C 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,c�(, s 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��`Gj` �GNG�NEF9 s/pA9 fit between the bottom chord and any other members. V •7 v 7)A plate rating reduction of 20%has been applied for the green lumber members. gg200P E 8)Refer to girder(s)for truss to truss connections. I 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. I 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=1b) ` �� 2=170,4=105. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4. Q 4t 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OREGON t(/ LOAD CASE(S) Standard 7L��'9Y f 4 2P6 '{'� vo- 1/1RRILk-'3 EXPIRES: 12-31-2019 I January 18,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ow Design valid for use only with MiTekr6 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job Truss Truss Type Qty Ply Lennar K5621944 B1703790 JA28 Jack-Open 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Apr 21 2018 Print:8.220 s Dec 15 2018 MiTek Industries,Inc. Fri Jan 18 07:31:43 2019 Page 1 ID:ddyJ IzQd19_F46arEDmnsXyJ W7Z-7Y4Z1 SXdsF?gKXKWsHm9uOO1 TkZErTxYcQtxlrzu9kU 2-7-12 7-5-8 2-7-12 4-9-12 Scale=1:29.3 5 6.00;-12 4 d , 3 t:, 0 2 9 Il o 3x4 lit. 7=- 6 3x4=__ 2-7-12 2-7-12 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 0.52 Vert(LL) 0.01 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.01 6-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 4 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-R Weight:17 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)7=0-5-0,6=Mechanical,4=0-3-2. (lb)- Max Horz 7=137(LC 9) Max Uplift All uplift 100 lb or less at joint(s)6,3 except 2=135(LC 12),4=-105(LC 9) Max Gray All reactions 250 lb or less at joint(s)7,6,2,3,4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-264/64 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load-of 1R 0 psf or 2 00 times flat roof had of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ! �0 PROFr 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,``!� `Ss � fit between the bottom chord and any other members. � �iNG`NE.k. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. n '9 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. 89200PE F! 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,3 except(jt=lb) +�/�, 2=135,4=105. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OREGON �� t ' LOAD CASE(S) Standard �Li �q 0\11. -4^ O Y 14, 2 Q. �FRRIL�- v EXPIRES: 12-31-2019 January 18,2019 ®WARNING-Verily 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Sute 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 3 " Centerplate onjoint unless x, dimensions shown in ft-in-sixteenths Failure to Follow CouldCause Property —►, �--� /4 Y offsets are indicated. (Drawings not to scale) Damage or Personal Injury MSCDimensions are in ft-in-sixteenths. U4 Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 1 �� 2. Truss bracing must be designed by an engineer.For 0-'16" 4 wide truss spacing,individual lateral braces themselves CI may require bracing,or alternative Tor I 41.111111M- p bracing should be considered. O Ir I � 250('I) �� O 3. Never exceed the design loading shown and never 0 U stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building c7-8 c6-7 C5-6 designer,erection supervisor,property owner and For 4 x 2 orientation,locate 9 p p p y BOTTOM CHORDS all other interested parties. plates 0- 1/16"from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIITPI 1. connectorlates. THE LEFT. P 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to I x to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that �i�� IPIndicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. =d, reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MINI Mil,el 18.Use of green or treated lumber may pose unacceptable 11*- 11 environmental,health or performance risks.Consult with Industry Standards: MI ANSI/TP11: National Design Specification for Metal project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. m e k s BCSI: Building Component Safety Information, ' 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSITTPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015