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Plans (2) fix C ��IF�� MST2019-00323-14255 SW 168T"AVE—LOT 67 mi ! MST2O19-00324-14271 5W 168T"AVE—LOT 68 FEB 07 2019 MST2019-00325-14279 SW 168T"AVE—LOT 69 MST2019-00326-14293 SW 168T"AVE—LOT 70 M lie k� L{I Y �F I Ila,' RE MST2019-00327-14297 SW 168T"AVE—LOT 71 BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL18-349_UPPER Fax 916/676-1909 POLYGON The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R55803514 thru R55803529 My license renewal date for the state of Oregon is June 30,2019. <C�ED PROfFss �c;c° 0NGINEFR 87022PE y%� OREGON ��OZUN 90 c�M$ER 5\ OS A. EX : 06/30 9 October 12,2018 Hernandez, Marcos 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 PlyPOLYGON ' R55803514 PL18-349_UPPER F01 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:44 2018 Page 1 I D:5eV?tdJYiIz0X2xyslF DVpzsmU049ihtZExL NIi9sV FQPn8KwzF82Cah0fMNUJ_xjyU9HP I-- 1-9-12 I 2-6-0 I Scale=1:17.7 1.5x3 H 3x4 = 1.5x3 II 3x4 = 1.5x3 II 1 2 3 4 5 a _ e 7 3x5 = 3x4= 3x4= 0��� 9-8-4l 0-1-k 9-6-12 LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.01 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(LL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress!nor YES NB 0.17 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight 47 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flal) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=420/0-4-0,8=420/0-4-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-688/0,3-4=-688/0 BOT CHORD 7-8=0/430,6-7=0/536 WEBS 4-6=626/0,2-7=0/300,2-8=-557/0 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��Q`Eo PROp LNG VNEF'7 /02444 � 87022PE <' y �4j, OREGON ti O4// 9O FM8ER 11 EXPIRES: 06/30/2019 October 12,2018 WOMB A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE NII-7473 rev.10/031201S 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 is always required far stability and to prevent colapse with possible personal injury and property damage. For general guidance regarding the MiTek- fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSIlTPl1 Quality Criteria,DSB-99 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 _ • Job Truss Truss Type Oty Ply POLYGON R55803515 PL18-349_UPPER F02 Floor 12 1 • Job Reference(optional) Pacific Lumber&Truss Co., Beaverton.Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:45 2018 Page 1 ID:5eV7tdjYilz0X2xysiFDVpzsmUO-YMG35vF26hlZn?4S06INI7 WQIr W EQnxvb8TXT9yU9H0 l 0-9-4 2-6-0 Scale=1:23.4 1.5x3 II 4x8 = 1.5x3 II 3x4= 1.5x3 I I 3x5 = 1.5e3 II 1 2 3 4 5 8 7 a w e 11 10 9 8' 4x4 = 4x8 = 358= 3x5= 011.8 13-9-4 I 0-1-8 13-7-12 Plate Offsets(X,Y)— 111:Edge.0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(TL) -0.09 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:67 lb FT=0%F,50,/uE LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 OF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=600/0-1-8,11=600/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1028/0,3-4=-1028/0,4-5=-1282/0,5-6=-1282/0 BOT CHORD 10-11=0/323,9-10=0/1326,8-9=0/834 WEBS 6-8=-973/0,6-9=0/523,4-10=-349/0,2-10=0/822,2-11=680/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �FREo PR(Fe •��c�5 �NGINEE9 /0_, 870 2PE c cP CV y �Aj, OREGON do��N 9O FM8ER \1 OS A. Heck EXPIRES:06/30/2019 October 12,2018 a WARN/NG•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.i g comp 5 BEFORE USE. ��" Design valid for use only with MTek0 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 A 1 Quality Criteria,DSB-S9 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,ria,VA VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qly Ply POLYGON R55803516 1 PL18-349_UPPER F03 Floor 12 1 1 I Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:46 2018 Page 1 I D:5eV?tdjYilzOX2xysiFDVpzsmU O-OYgRIEGCt_?Q09feygpcPL2b_Esu9F42goC47cyU9HN 2-1-4 2-6-0 Scale=1;25.6 1.5x3 I I 4x6 - 1.5x3 11 3x4 = 1.5x3 11 3x8= 1.5x3 II 1 2 3 4 5 6 7 R _ 1. 1 e 10 9 6' 3x5 = 4x8= 3x8 = 3x5 = 0-1118 15-1-4 0-1-8 14-11-12 LOADING (psf) SPACING- 1-7-3 C51. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:71 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(6at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=859/0-1-8,11=659/0-1-12 FORCES, (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1418/0,3-4=1418/0,4-5=-1476/0,5-6=-1476/0 BOT CHORD 10-11=0/811,9-10=0/1620,8-9=0/931 WEBS 6-8=1086/0,6-9=0/636,2-10=0/709,2-11=-995/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)8,11. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. <C�ED PRQp ����5 ,q„. F•T i02� 87022PE 9 �qj, OREGON (p �N 9On AMBER >> rO OS A. HE % EXPIRES:06/30/2019 October 12,2018 1 O 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 MiTak®connectors.This design is based only upon parameters shown,and is loran 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 lu prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSuTPI1 Quality Criteria,136B-69 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street.Sune 312,Alexandria,VA 22314. Cube 109 _._ Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803517 PL18-349_UPPER F04 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:47 2018 Page 1 I D:5eV?tdjYi Iz0X2xysiFDVpzsmUO-UkOpWaHgel7H0J Dq WXKryYbmgeDuuh9B3SyeY2yU9 HM P'-1 2-6-0 I Scale=1:22.6 5x8= 1.5x3 II 1.5x3 II 3X4 = 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 e a sa q W n e s e 11 10 9 8j 5x5 = 4x8= 3x6 = 3x4 = 0f118 13-4-0 1 0-1-8 13-2-8 Plate Offsets(X,V)— 111:Edge,0-1-81 LOADING (pst) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.08 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012ITP12007 Matrix-R Weight:65 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=581/0-1-8,11=581/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=899/0,3-4=-899/0,4-5=-1219/0,5-6=-1219/0 BOT CHORD 9-10=0/1230,8-9 3/802 WEBS 6-8=-936/0,6-9=0/486,4-10=-387/0,2-10=0/855,2-11=670/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. '<c-QED PROpt, ����5 �tJGINEF9 /O�9 87022PE I- t1� N y 1Aj, OREG N cJ J 9�, ccM13ER .N1 ? OS A. HECk EXPIRES: 06/30/2019 October 12,2018 t A WARNING-Verify design parameters and READ NOTES ON MIS AND INCLUDED MITEK • REFERENCE PAGE MII-7473 rev.10/03r2015 BEFORE USE. o Design valid for use only with MRek®connectors.This design is based only upon parameters shown,and is for en individual building component,notla a truss system.Before use,the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling or individual truss web and/or chord members only.Additional temporary and permanent bracing MiTe k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITTPII Qualify Criteria,BBB-Nand SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Tress Truss Type Oty PlyPOLYGON r ' R55803518 PL18-349_UPPER F05 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:48 2018 Page 1 I D:5eV?tdjYilz0X2xysi FDVpzsmUO-zxxCjwHS PcF8eTo03Fr4Vm8pH2 WOd6DLl6h B4UyU9HL 1-8-8 2-6-0 Scale=1:24.9 3x4 II 4x10 = 1.5x3 11 3x4= 1.54 11 4x8 = 3x4 11 1 12 2 13 14 3 15 4 16 5 17 6 18 19 7 q R 10 9 4x7= 4x12 = 4x8= 4x8= 1 14-11-8 I 14-11-8 Plate Offsets(X.Y)— 11:Edoe.0-1-81.18:Edae.0-1-81,I11:Edae.0-1-8] • LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/dell L/d I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.09 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.14 9-10 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.57 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:75 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=984/0-5-8,8=1040/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2030/0,3-0=-2030/0,4-5=2173/0,5-6=2173/0 BOT CHORD 10-11=0/1081,9-10=0/2360,8-9=0/1512 WEBS 6-8=1754/0,6-9=0/771,5-9=-257/0,4-10=385/0,3-10=360/0,2-10=0/1131,2-11=1386/0 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)152 lb down at 3-0-0,152 lb down at 13-2-8,121 lb down at 0-8-13,112 lb down at 3-11-3,112 lb down at 5-6-6,112 Ib down at 7-1-9,112 lb down at 8-8-12, 112 lb down at 10-3-15,and 112 lb down at 11-11-2,and 117 lb down at 13-6-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. 3)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 G_0 P R 0FFs Uniform Loads(plf) �y s Vert:8-11=-5,1-7=-50 G. NGiNE .' Concentrated Loads(Ib) �' 9 2 Vert:6=112(F)4=112(F)12=121(F)13=-152(F)14=112(F)15=-112(F)16=112(F)17=112(F)18=152(F)19=-117(F) Q� 87022PE 9� N y �Qj, GREGO Ro <v� 9O AMBER �1 �O OS A. HE.0 EXPIRES:06/30/2019 October 12,2018 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev.10/0311019 BEFORE USE. Design valid for use onlywith Mnek®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 ANSLTP11 Quality Criteria,D58-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus HeioMs,CA 95610 Joti Truss Truss Type Oty Ply POLYGON R55803519 PL18-349_UPPER F06 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:50 2018 Page 1 I D:5eV?tdjYilz0X2xysiFDVpzsmUO-vJ3y8cJixDVstnyPBgIYaBDHpsFL54delQAI8NyU9HJ I 1-8-8 2-6-0 I Scale=1:24.9 3x4 II 3x5= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4 II 1 2 3 4 5 6 7 ° e ° a 10 9 3x6 = 3x8= 3x6 = 3x6 = I 14-11-8 I 14-1 L8 Plate Offsets(X,Y)— f1:Edge.0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) -0.06 8-9 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.26 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC20121TP12007 Matrix-R Weight:75 lb FT=0°hF,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 11=404/0-5-8,8=404/0-5-8 Max Uplift 11=125(LC 6),8=125(LC 7) Max Gray 11=486(LC 3),8=486(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=938/172,34=938/172,4-5=-997/156,5-6=997/156,6-7=-351/351 BOT CHORD 10-11a 261/609,9-10=-151/1054,8-9=233(731 WEBS 6-8=-855/280,8-9=-310/611,4-9=-413/394,4-10=438/375,2-10=296/683, 2-11=-700/214 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=125,8=125. 3)This truss has been designed for a total drag load of 2000 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 14-11-8 for 133.7 plf. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Q P R O Strongbacks to be attached to walls at their outer ends or restrained by other means. FF �\�o �NGINEF�`�'<02 K.- 87022PE ter' fJ1 y C'C''O) OREG N 274 � 9 A Q O� MBER \ ? c` A. HeCk EXPIRES: 06/30/2019 October 12,2018 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IIIII Design valid for use any with MTeke 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 Mi Ie k" is always required to stability and to prevent collapse 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,DSB49 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights CA 96610 Job Truss Truss Type Qty Ply POLYGON R55803520 PL18-349_UPPER F07 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. En Oct 12 12:38:50 2018 Page 1 I D:SeV?tdjYilz0X2xysiFDVpzsmU O-vJ3y8cJ1xDVstnyPBgtYaBDHAsH N581 elQN8NyU9 HJ 0-114 2-6-0 I 1 1.5x3 II 2 3x4 = 3 1.5x3 I I Scale=1:11.1 11,111 ■ .11IrA ESE 5 qq 3.4- 3x4 = d-1A 3-8-4 I 3-6-12 LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress nor YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:20 lb FT=O%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, BOT CHORD 2x4 OF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=157/0-4-0,5=157/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced al 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strong backs to be attached to walls at their outer ends or restrained by other means. ��R�O PROpe ��co �NGINEF9 /O 87022PE 9c as fN -y �Aj, DREG N 4155 IUi 90 AMBER �1 �O OS A. HeCk EXPIRES: 06/30/2019 October 12,2018 ..I A WARNING•Wdly deign 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 MiTekt 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 budding 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,DSB89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Cltrub Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803521 PL18-349_UPPER F08 Floor 12 1 _ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:53 2018 Page 1 ID:5eV?IdjYiIz0X2xysiFDVpzsmUO-Ju15meLbD8uQkEh_soRFCpmt3JFI Vd4RNPyliyU9HG 2-6-0 0-11-12 1 1 0-6-12 4)(41= 1 1.5x3 II 2 3x4= 3 3x4 II 4 Scale=1.11.1 J 1.5x3 11 7 5 3x4 = 400-4 I 3-7-4 3re-1R 1 4-6-8 I 3-74 A1-8 0-8-4 0-1-8 Plate Offsets(X,Y)— 14:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) 0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P i Weight:28 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 7=128/Mechanical,6=385/0-6-0 Max Gray 7=152(LC 3),6=385(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x8 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 lb down at 4-5-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) QED PROFS Concentrated Loads(Ib)Vert:5-7=-8,1-4=-80 �'!0 NGI NEF�'s'/,-) Vert:4=-125(F) 87022PE N rN y �Aj, OREGON ti�O4� �cFMBEF \ Ok3 A. HECN\P EXPIRES: 06/30/2019 October 12,2018 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ma-7473 rev.10/03R015 BEFORE USE. Design valid for use only with Woke connectors.This design is based only upon parameters shown,and is for an individual building component,not - a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall' building design.Bracing indicated is to prevent buckling of individual truss web anew 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 ANSVrPII quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane 1 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alesandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Py POLYGON R55803522 PL18-349_UPPER F09 Floor 15 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:53 2018 Page 1 I D:5eV?tdjYilz0X2xysiFD VpzsmU OJuI5meLbD8uQkEh_soRFCpmy3J1NI V y4RNPyliyU9HG 2-6-0 0-5-12 0-6-12 4241= 1 1.5x3 II 2 4x4= 3 3x4 II 4 scale=1:11.1 1 7 51.5x3 II 3x4= 45 = 3-1-43r2-1? 4-0-8 3-14 d-1- 08-4 0-1-8 Plate Offsets(X,Y)— 14:0-1-8,Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) 0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 Matrix-P Weight:27 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 7=102/Mechanical,6=368/0-6-0 Max Gray 7=129(LC 3),6=368(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 lb down at 3-11-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Concentrated Loads(lb) .,cr3 GI EF�`ss/0 Vert:4=125(F) 870 2PE 9r y\ OREGO rL <l7� 0`S A. HECk ‘-‘P EXPIRES: 06/30/2019 October 12,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED INTER REFERENCE PAGE MII-7573 rev.10/03/2015 BEFORE USE. Design valid for use only with MRek8 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 ANSIITPI9 Quality Criteria,o5B89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Guile 109 Citrus Heights,CA 95810 Sob Truss Truss Type Qty Ply POLYGON R55803523 PL18-349_UPPER F10 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:54 2018 Page 1 ID:5eV?tdJYIIz0X2xysIFDVpzsmUO-n5JT_MD_SOHMOGAQVyUk0Oy7Tfd1yuDg 18WH8yU9HF 054 I 2-6-0 1 1.5x3 I I 2 4x4= 3 1.5x3 I Scale=1:11.2 • • 5 4x4 = 3x4 = q-1 3-2-4 I d1 3-0-12 Plate Offsets(X.Y)— 15:Edoe,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) 0.00 5 "'" 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES VUB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012)TP12007 Matrix-P Weight:18 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=135/0.4-0,5=135/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. PROF0 •5, � NGINEF /0 � 87022P 1c\4j, OR GON ryq IliN '9O BER �1 O AMS A. HE?' EXPIRES: 06/30/2019 October 12,2018 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/02/2015 BEFORE USE. leiDesign valid for use only with MiTekdt connectors.This design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall • c�building design.Bracing indicated is to prevent buckling of Individual truss web endlor 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 busses and truss systems,see ANSI/IPH Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heiohts,CA 95610 Job Truss Truss Type Oty Ply POLYGON • R55803524 PL18-349_UPPER F11 Floor 33 1 Job Reference footionall Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industes,Inc. Fri Oct 12 12:38:55 2018 Page 1 ID:5eV 7tdjYilz0X2xysiFD VpzsmU O-FHtrBJ Nr11882YrN_DTjHEw7jb14mKANvhu3gayU9H E 1-11-4 2-6-0 Scale=1:25.4 1.5x3 II 4x6= 1.5x3 II 3x4 = 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 i o� o e 1 "pxy' 10 9 8 L� 3x5 = 4x8= 348= 3x5 = 0-118 14-11-4 I 0-1-8 14-9-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. In (Ion) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.37 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:71 lb FT=0%F,50%E LUMBER. BRACING- TOP CHORD 2x4 OF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=651/0-1-8,11=651/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1369/0,3-4=1369/0,4-5=-1452/0,5-6=-1452/0 BOT CHORD 10-11=0/748,9-10=0/1583,8-9=0/919 WEBS 6-8=-1072/0,6-9=0/622,2-10=0/725,2-11--945/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��REO PROFFS �,,C �NGiNE�'V d/p29 87022PE r y A>, OREGON rye „.„ 9O AMBER AN �O ps A. HE.?` EXPIRES: 06/30/2019 October 12,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITE(REFERENCE PAGE 141I1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTekki connectors.This design is based only upon parameters shown,and is for an individual building component,notlit a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design Ho 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 ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Buie 312,Alexandria,VA 22314, Suite 109 Citrus Heights CA 95610 Joy Truss Truss Type Qty Ply POLYGON R55803525 PL18-349 UPPER F12 Floor 24 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:56 2018 Page 1 I D:5eV?td/YiIz0X2xysiFDVpzsmU O-kTQD PfNT W3G?biPZXwypRTlcGJzVOY W 7LdcM1 yU9HD 0-10-0 2-6-0 Scale=1:19.2 1.523 II 324= 1523 II 3x4= 1.5x3 I I 1 px,y = 2 3 4 5 8 :\c $ ,K 9 e 6 7 4x5= 325 = 3x4 = 1.5x3 II 11-4-0 I 11-4-0 Plate Offsets(X,Y)— 11:Edae,0.1.81 LOADING (psf) SPACING- 1-7-3 ' CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.02 8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL) -0.07 7-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weght:56 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=493/0-4-0,7=493/0-1-6 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=501/0,1-2=309/0,2-3=-309/0,3-4=927/0,4-5=-9 2 710 BOT CHORD 8-9 :11/795,7-8=0/656 WEBS 5-7=-766/0,5-8=0/315,3-0=-567/0,1-9=0/584 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strong backs to be attached to walls at their outer ends or restrained by other means. ��`00 LNG N Fi s/0 Q 87022PE St- C N -7 -0), OREGON c Ito 'AG, ccMBER 'N1 �`c A. Hec)k EXPIRES: 06/30/2019 October 12,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Mi-. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BcSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights CA 95810 Job Truss Truss Type Qty Ply POLYGON R55803526 PL18-349_UPPER F13 .FLOOR GIRDER 3 1 Job Reference(optional) j Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:57 2018 Page 1 • I D:SeV?tdjYilzOX2xysi FDVpzsmUO-Cg_bc?05H NOsDrJ5eVBMf?TZgZE5agM?NAuTyu9HC 1-2-12 l 1-10.0 I I 1-8-8 l Scale=1:24.8 3x4 I I ex12 = 3x4 II 3x4= 1,54 II 3x4= 1,5x3 II 4x8 = 3x4 II 2 3 4 5 6 7 8 9 e/ * _ TIN yaNlir A.. W • s 13 12 11 5x8 = 6x16 = 3x5 = 4x10 = 4x6 = I 14-11-4 14-11-4 Plate Offsets(X.YI— f1:Edge,0-1-81,f10:Edge,0-1-81.f14:Edge.0-1-81 - LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.08 12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(TL) -0.13 12-13 >999 360 BOLL 0.0 Rep Stress Ina NO WB 0.89 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:80 lb FT=O%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=1285/0.5-8,10=832/05-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2457/0,3-4=2458/0,4-5=-2473/0,56=2473/0,6-7=1673/0,7-8=1673/0 BOT CHORD 13-14=0/1086,12-13=0/2559,11-12=0/2168,10-11=0/960 WEBS 8-10=-1222/0,8-11=0/920,6-11=-638/0,6-12=0/393,3-13=-967/0,2-13=0/1745,2-14=-1646/0 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)825 lb down at 3-6-0 on lop chord. The design/selection of such connection device(s)is the responsibility of others. 3)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert 10-14=-8,1-9=80 0 PR pF Concentrated Loads(lb) <C' �ss Vert:3=-825(F) ��Co �NGINE&- /0 �, 2 ct 87022PE 9r y °.\Aj, OREGO n..(3. �� 9C FM$ER A\ O OS A. HER,i•xP EXPIRES:06/30/2019 October 12,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M147473 rev.10103/2015 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 parameter and properly incorporate this design into 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 colapse whh possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Duality Craerfa,DSB.9 and BC51 Bussing Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,219 N.Lee Street,Suite 312,Alexandria,VA22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803527 PL18-349_UPPER F14 FLOOR GIRDER 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MITek Industries,Inc. Fri Oct 12 12:38:58 2018 Page 1 ID:5eV7tdjYilz0X2xysiFDVpzsmUO-gsY_gLPj2gYi q?Zalt1 QvsYb64ttbzewpbf6jQvyU9HB I 1-8-4 I 2-6-0 I Scale=1:24.8 3x4 II 4x8 = 1,5x3 II 3x4 = 1.5x3 II 4x8= 3x4 II 1 12 2 13 14 3 15 4 16 5 17 6 18 7 e ® > e e je,,, R e a a W 10 9 4x6 = 4x10= 4x8= 4x6= l 14-11-4 14-11-4 Plate Offsets(X,Y)— 11:Edge,0-1.81,f8:Edoe,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.07 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.12 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO NIB 0.50 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:741b FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=873/0.5.8,8=833/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1758/0,3-4=-1758/0,4-5=1867/0,5-6=1867/0 BOT CHORD 10-11=0/921,9-10=0/2041,8-9=0/1245 WEBS 6-8=1444/0,6-9=0/726,4-10=-331/0,3-10=-308/0,2-10=0/977,2-11—1209/0 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)129 lb down at 3-11-8,129 lb down at 13-3-0,100 lb down at 0-8.9,95 lb down at 2-3-12,89 lb down at 5-8-2,89 lb down at 7-1-5,89 lb down at 8-6-8,and 89 lb down at 10-3-11,and 89 lb down at 11-10-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 3)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 REO PR Opt Uniform Loads( ) �`Co NG(NEF9 t-Vo Vert:8-1111=-5,1-7=50 Concentrated Loads(lb) Vert:6=89(B)4=89(B)12=100(B)13=95(B)14=-129(F)15=-89(B)16=89(B)17=-89(B)18=-129(F) P� 870 2PE �� • y ''''Aj- OREGO "y° ivy 9Cl cM8ER \1 0 OS A. H0; EXPIRES: 06/30/2019 October 12,2018 A WARNING-Verify design paremerars and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M I-7473 rev.10413f2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,notMI a truss system.Before use,the building designer must verify the applicabilitytrus of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of ossidual truss web and/or chord members only. nal temporary and permanent bracing MiTek" is always required for stability and to prevent collapse wsh possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see A 1 Quality Criteria,DSB-09 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Sude 312,Alexandria.ria.VA VA 22314. Suite 109 citrus Heights,CA 96610 Job Truss Truss Type Qty Ply POLYGON - R55803528 PL18-349_UPPER F15 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:59 2018 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmUO-826M1 hQLp_eaS988D3YfR45psUK9iAJypJsGzLyU9HA 1-5-12 I 2-6-0 Scale=1:17.1 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 II 1 2 3 4 5 R e/\ 8 7 gJ 335 = . \ 3x4= 3x4 = 011$ 9-4-4 0-1 9-2-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.01 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(LL) -0.07 6-7 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.17 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:46 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(8at) except end verticals. WEBS 2x4 DF Stud/Std(8at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=406/0-4-0,8=406/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-639/0,3-4=-639/0 BOT CHORD 7-8=0/356,6-7=0/511 WEBS 4-6=597/0,2-7=0/330,2-8=-504/0 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. <c��D PROFFS ��\co �CNG%NEFR s/0 870 2PE �c ui 7 •$, OREGO 2NU<� ma`s A. HER‘43)" EXPIRES:06/30/2019 October 12,2018 t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. .... Design valid for use onlywith MiTeke 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 applicabety of design parameters and properly incorporate this design into 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 ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA22314. Suite 109 Gams Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803529 PL18-349 UPPER F18 FLOOR 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:39:01 2018 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmU0-4RE6SNRcLbulhTI WKTe7WVA9CH_TA1 gFHdLN1 EyU9H8 1-11-8 2-6-0 Scale=1:25.4 1,5x3 II 44 = 1.5x3 II 3x4= 1.5x3 II 3x8= 1.54 II 1 2 3 4 5 6 7 e I ! 77.1-7..„ �nyer� e. a °Bpxp� 1'q 10 e 9 SV3 3x5 = 468 = 3x8= 365 = I 14-11-8 I 14-11-8 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (toe) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC20121TPI2007 Matrix-R Weight:71 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(fiat) except end verticals. WEBS 2x4 DF Stud/Std(6at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=652/0-1-8,11=652/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1376/0,3-4=-1376/0,45=1455/0,5-6=-1455/0 BOT CHORD 10-11=0/756,9-10=0/1588,8-9=0/920 WEBS 6-8=-1074/0,6-9=0/624,2-10=0/723,2-11=95110 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joints)8,11. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strong backs to be attached to walls at their outer ends or restrained by other means. ��,W) PR OFFS ��`c �NGINE'€c. LS,02 ' 870 2PE 9r y ), OREGO 9 ,� '9C FMBER 1\ tea, �`S A. HE:es EXPIRES: 06/30/2019 October 12,2018 1 Q 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 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 ANSVTPl1 Quality Criteria,DSB-E9 and SCSI Budding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 96610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4' Center plate on joint unless x,y offsets are indicated. ( (6 4-8 dimensions (Drawings shownnot into ft-in-siscale)xteenths Failure Damage too FollowPersonal CouldIn jury Cause Property r�� Dimensions are in ft-in-sixteenths. 11111k Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additionalolorsta bracing is foay ssre systuired. e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. Q�;1G ii 1M Fri 2. des bracing must designed by anb engineer.For wide truss spacing,individual lateral braces themselves 0 may require bracing,or alternative Tor I O .. bracing should be considered. U3. Never exceed the design loading shown and never d U stack materials on inadequately braced trusses. 1211111.1k O I— p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C .. c6-7 csb designer,erection supervisor,property owner and plates 0- 'r,d from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362, ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements, LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Trusses are designed for wind loads in theplane of the in all respects,equal to or better than that ��i Indicated by symbol shown and/or 9 specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or pudins 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. 411111 IL 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. ■=� reaction section indicates joint MIA, IIIIE number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �M =� ® 18.Use of green or treated lumber may ye unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. MIII 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 DSB-89: Design Standard for Bracing. Ay is not sufficient. BCSI: Building Component Safety Information, M iT�t/k� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015