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Plans (2) t HErEi\IF P MST2019-00323-14255 SW 168T"AVE-LOT 67 omi MST2019-00324-14271 SW 168T"AVE-LOT 68 FEB 07 2019 MST2019-00325-14279 SW 168T"AVE-LOT 69 MST2019-00326-14293 SW 168T"AVE-LOT 70 MiTek® 1 Y OF '1 1 IC1(E in MST2019-00327-14297 SW 168T"AVE-LOT 71 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,,Eo P R OFFss co ENGINEER io 87022PE v� cP cv p �A), OREGON 29 4� 0 RMBER ON �O A. H EP�P 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. t Job Truss Truss Type Qty Ply POLYGON 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?tdJYilz0X2xysiFDVpzsmU049ihtZExLNIi9sVFgPn8KwzFIRCahOWIN ULx1YU9HP I 1-9-12 2-6-0 Scale=1.17.7 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 11 S ° 7 3x5 3x4= 3x4= $$ 9-8-4 0 1$ 9-6i12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell 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(TL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 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 OF Stud/Std(flat) 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. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=688/0,3-4=688/0 BOT CHORD 7-8=0/430,8-7=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. ��R�p P R OFFS �Lc\� �NGINEFR S/Oy9 N ' 87022PE r Niy �4j, OREGON rL53 OyL �O R�BERAN On R. HE9' EXPIRES: 06/30/2019 October 12,2018 r A WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/201S BEFORE USE. Design valid for use only with MiTek® l bildi onent connectors.This design is based only upon parameters shown,and is for an individuaung comp ,not �` a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design isle the overall building design.Bracing indicated is to prevent buckling of IndlNdual truss web and/or chord members only.Additional temporary and permanent bracing I11 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 ANSI17P11 Quality Criteria,DSB-83 and BCSI Building Component 7777 Greenback Lana SafetyIMorm ation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qy Ply POLYGON R55803515 PL18-349_UPPER F02 Floor 12 1 Job Reference(oatiorr� Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:45 2018 Page 1 I D:5eV?tdjYilz0X2xysiFDVpzsmU O-YMG35vFZ6hlZn?43061Nt7 WQIr W EOnxvb8TXT9yU9 H0 0-9-4 , 2-6-0 Scale=1:23.4 1.5x3 I I 4x8 = 1.5x3 II 3X4= 1.5x3 I I 3x5 = 1.5x3 I I 1 2 3 4 5 8 7 V N., e e . 11 10 9 8 ' 4x4 = 4x8 = 3x8= 3x5= 01118 13-9-4 0-1-8 13-7-12 Plate Offsets(X,Y)— Ill:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deg L/d 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(LL) -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/TPI2007 Matrix-R Weight:67 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=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=-1028/0,3-0=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. '`� 0 PROp- c .c ‘GINS , % 2 ¢" 870 2PE 9r y NSA), OREGO ci, <4� 90 �cMBER "0 "c4O EXPIRES: 06/30/2019 October 12,2018 WARNING-Verifydesignparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII• —9 7a build i g component, BEFORE USE. a trusns vsystem. for usef only e,th lr�connectors.must design is based only upon parameterspare shown,andr is for individual sisg n into heoL not a truss system.Before use,the building designer mustg of the applicability of design parameters and properly incorporate this design into the overall is building design. Bracing indicated is to prevent buckling or individual truss web and/or chord members only.Addle mporary and permanent bracing MiTek- is always required tor stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSHIPII 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 95610 Job Truss Truss Type Oty NY POLYGON R55803516 PL18-349_UPPER F03 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:46 2018 Page 1 ID:5eV7tdjYilz0X2xysiFDVpzsmUO-0YgRIEGCt_?QO9feygpcPL2 b_Esu9F42gOC4?cyU9HN 2-1-4 I 2-6-0 Scale=1:25 8 1.5x3 II 4x6 = 1.5x3 I I 3x4 = 1.5x3 II 3x8= 1.5x3 II 1 2 3 4 5 6 7 - ''''11"-..v.,„,,, ,,6: a ,‘,77,..„.......„..,,,,,....., 2 1 10 9 a 3x5 = 4x8= 3x8 = 3x5 = 0--418 15-1-4 I 0.y-g 14-11-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl 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 0.30 Vel1(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress Ina 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 OF Stud/Std(Bat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=659/0-1-8,11 •59/0-1-12 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 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. • -'s P‘AGII R opFss ���\c, .... E0" 1p29 87022PE f N N y �4j, OREGON rtc Ozu 9Or,�M8ER \1 `s R. HES; EXPIRES: 06/30/2019 October 12,2018 __ A WARNING-Vmily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE IFII-7473 rev.10/03/201S BEFORE USE. Design valid for use only with Mlreklb 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 ANS9TPI1 Quality Criteria,D6B-89 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 R55803517 PL18-349_UPPER F04 Floor 6 1 I Job Reference(optional) Pacific Lumber&Truss Co., Beaverton.Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:47 2018 Page 1 I D:5eV?tdjYitz0X2xysiFDVpzsmUO-UkOpWBHge17H0JDq WXKryYbmgeDuu h9B3SyeY2yU9HM 0-4-9 2-6-0 I Scala=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 e e q R �a e e s a 11 to 9 8g 5x5= 4x8= 3x6 = 3x4 = 01178 13-4-0 0-1-8 13-2-8 Plate Offsets(X.Y1— 111:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (toe) Vdefl L/d 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 0.25 Vert(TL) -0.08 8-9 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.43 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 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 puffins, 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=581/0-1-5,11=581/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 23=899/0,3-4=-899/0,45=-1219/0,5-6=-1219/0 BOT CHORD 9-10=0/1230,8-9=0/802 WEBS 6-8=-936/0,6-9=0/486,410=-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. <(-‘\ .0 PR OFFS co GINE `rl �c\ 90'L cc 87022PE 9r y °Aj, OREG N ti�O�ti 9C FM13ER \1 v..? OS A. HE?' V% EXPIRES: 06/30/2019 October 12,2018 — A WARNING-Verfy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE m11. 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 stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSa1Pl1 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,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON , R55803518 PL18-349_UPPER F05 FLOOR GIRDER 2 1 .Job Reference(optional) Padlc Lumber&Truss Co., Beaverton.Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:48 2018 Page 1 ID:5eV?W/YiIz0X2xysiFDVpzsmU O-zxxCjwHSPcF8eTo03Fr4Vm8pH2WOd6DLI6hB4UyU9HL 1-8-8 2-6-0 Scale=1:24.9 3x4 II 4x10 = 1.5x3 I I 3x4= 1.5x3 II 4x8 = 3x4 I I 1 12 2 13 14 3 15 4 16 5 17 6 18 19 7 - e e Hii _ q A e a w 10 9 4x7= 4x12 = 4x8= 4x8= I 14-11-8 I 14-11-8 Plate Offsets(X.Y1— I1:Edae,0-1-81,18:Edge,0-1-81,111:Edge.0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl Lid 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 Incr 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(tlat) 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(Bat) BOT CHORD Rigid ceiling directly applied or 10-0-D 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=2030/0,3-4-2030/0,4-5=-2173/0,5-6=2173/0 BOT CHORD 10-11=0/1061,9-10=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 lb 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 c 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �,l�0D P R OFES Uniform Loads(plf) �'� ��N� s� Vert:8-11=-5,1-7=50 �c� �N FR p2.9 Concentrated Loads(Ib) Veil: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) 87022PE r y � M (11/1#61-4-11 A,p, OREGO E 9 MOO BER '\1O SA. HECA EXPIRES: 06/30/2019 October 12,2018 1 __ A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIF7473 rev.1eN3/2015 BEFORE USE. tilt 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 buss web and/or chord members only.Additional temporary and pemtanem bracing MI Ie 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 AN6ttTPl1 Quality Criteria,DSB.59 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 R55803519 PL18-349_UPPER FO6 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?tdjYilzOX2xysiFDVpzsmUO-vJ3y8cJixDVstnyPBgtYeBDHpsFL54del0AI8NyU9HJ 1-8-8 2-6-0 Scale=1:24.9 3x4 I I 3x5= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 3x4 I I 1 2 3 4 5 6 7 a er ® e ° --1471111111111.1.111°. 41411141111111111411111111111111111111111114111111111119- 10117111°11111. 414111411111111111114111411111111111111111111411111111166 — ; 10 9 3x6 = 3x6= 3x6= 3x6= I 14-11-8 14-11-8 Plate Offsets(X,Y)— 11:Edpe,0-1.81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft IJd 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 Inc/ NO WB 0.26 Horz(TL) 0.01 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=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. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-938/172,3-4=938/172,4-5=-997/156,5-6=997/156,6-7=351/351 BOT CHORD 10-11=-261/609,9-10=151/1054,8-9=-233/731 WEBS 6-8=-855/280,6-9=-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 2x8 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. rr11 Strongbacks to be attached to walls at their outer ends or restrained by other means. CLc�cO P R ack, ��c.. �co N61 NE�cR S/O�-9 87022PE r CV Ny1-oj, OREG N ti8 � 9 cj0 � 0ti8ER ii,*" �.3` A, HECk EXPIRES: 06/30/2019 October 12,2018 1 _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/034015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design Into the overall ; building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* ek- 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 ANSVTPr1 Quality Criteria,DSB.89 end SCSI Building Component 7777 Greenback Lane safety Information available from Truss Plate Institute,21 B N.Lee Street,Suite 312,Alexandria,VA 22314, Suite 109 Citrus Heights.CA 95610 Job Truss 'Truss Type Oty 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. Fri Oct 12 12:38:50 2018 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmuO-vJ3y8cJix0VstnyPBgtYaBDHAsHN581 e10A18NyU9HJ 0-11-4 2-6-0 1 1.5x3 II 2 3x4 = 31.5x3 II Scale=1:11.1 llrFjIIII.II I II II IIVA !NM 011111 M 5 F2 3x4= 3x4 = 1 3-8-4 1 36-12 LOADING (pst) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdef Lid 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 Ina 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=0%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 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=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 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 P ROFFS _4Gg �NGINE�IR 9 /029 87022PE 1' yN 1N �'oj, OREG N cp Oto 'AC' EMBER Al OS A. HEC 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. ' Design valid for use only with MiTek0 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 MiTe k"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 ANSUTP11 Quality Criteria,DSB-13 and BCSI Building Component 7777 Greenback Lane Safely information available front Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Sube 109 __ _ Citrus Heights.CA 95810 [b Truss Truss Type City 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?tdjYilz0X2xysiFDVpzsmUO-Ju15meLbD8uQkEh_soRFCpmt3J FI Vd4RNPyliyU9 HG 2-6-0 I 0-11-12 I 0-6-12 4x41= 1 1.5x3 II 2 3x4= 3 3x4 II 4 Scale=1]1.1 c 7 S 51.5x3 II 3x4 = 4r= 3-7-4 30-19 1 46-B 3-7-4 1- 0-8.4 0-1-8 Plate Offsets(X,Y)— f4:0-1-8,Edgel LOADING (psf) SPACING- 1-73 CSI. DEFL. in (loc) bdefl 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(LL) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P 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 2x6 strongbacks,on edge,spaced at 10-0-0 cc 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(pit) F Concentrated Loads(Ib)J80 Cr, 0NG1 NE `r/0 Vert:4=-125(F) �? 2 �� 022PE 9r y 0Aj, OREGON qz o4e 9On AMBER AN `S A- HECk EXPIRES: 06/30/2019 October 12,2018 t a WARNING-Vivify 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 NMI*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 iTe k" is always required for stability and to prevent colapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSSTPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available front Truss Plate Institute,218 N.Lee Street,Sule 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Oty Ply 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 ID:5eV?tdjYilz0X2xysiFDVpzsmU O-Ju15meLbD8uOkEh_soRFCpmy3J W I VY4RN PyliyU9HG 2-6-0 0-5-12 0-6-12 4x41= 11.5x3 II 2 434= 3 3x4 II 4 Scale=1:11.1 t5x3 II 7 5 3x4 -- 3-1-4 3r2-1eg 4-0-8 3-1.4 01-1.8 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/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 IBC2012/TP12007 Matra-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 OF No.1&Btr(flat) except end verticals. WEBS 2x4 OF StudlStd(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/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. 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 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) Vert:5-7=-8,1-4=80 <0' P R Opt61, Concentrated Loads ��\� �p1GVNE�eR 870 2PE • yCs'oj OREGO rt(,)OWN 90 AMBER tit ma`s A. NEik�P EXPIRES:06/30/2019 October 12,2018 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M147473 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 apphnability of design parameters and properly incorporate this design into 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 ANSITP11 Quality Criteria,DSB-39 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 - Sob Truss Truss Type DIY 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 11 5eV?tdjYdz0X2xysiF DVpzsmUO-n5JT_MD_SOHMOGAOVyUk00y7Tfd 1 yuDg 18WHByU9 HF 0-5-4 I 2-6-0 I1 1.5x3 I I 2 4x4= 3 1.5x3 I Scale=1 11.2 5 4x4 = 3x4 = IA 1¢1� 3-2-4 I 3-0-12 Plate Offsets(X,Y)— 15:Edoe,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TOLL 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 WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012rTP12007 Matrix-P Weight:18 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(Oat) 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. Strong backs to be attached to walls at their outer ends or restrained by other means. ���EO PROFFss we\� tJGiNEA> /0.0 87022P pf cv 7 4), OR GON (To coo 9O AMBER �1 VO �`) A. HE R4P EXPIRES: 06/30/2019 October 12,2018 a WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MI/-7473 rev.10R3/2015 BEFORE USE. ' Design valid for use only with MBeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a buss system,Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of lasses and truss systems,see ANSVTPII Quality Criteria,08689 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Sate 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 j Job Truss Truss Type Oty Ply POLYGON R55803524 PL18-349_UPPER F11 Floor 33 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:55 2018 Page 1 ID:5eV7tdjYilz0X2xysiFDVpzsmUO-FHVBJNd188zYrN_DTjHEw7ilx4mKANvhu3gayU9H E 1-11-4 2-6-0 Scale=1:25A 1.5x3 II 4x6= 1.5x3 II 3x4 = 1.5x3 II 3x8 = 1.5x3 II 1 2 3 4 5 8 7 e o 1 t0 g 8 3x5 = 4x8= 3x8= 3x5 = 14-11-4 0-1--88 14-9-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) lldefl 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 Incr YES WB 0.37 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012T7PI2007 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(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 651/0-1-8,11=851/0-1-12 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 3/919 WEBS 6-6=-1072/0,8-9=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 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. �G�S���NG1 NEF'7 S/o2 87022PE 9c y Aj, OREGON q 3 Ala 90 AMBER 1'% �O OS A. HE.C; EXPIRES: 06/30/2019 October 12,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1141II-7473 rev.10/0312015 BEFORE USE. 1 I 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 less web and/or chord members only.Additional temporary and permanent bracing Wok* is always required for stability and to prevent collapse weh possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPH Quality Criteria,DSB29 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 Job 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 10:5eV7ttljYilzOX2xysiFDVpzsmUO-kTQDPfNTW3G?biPZXwypRTlcGJzVoYW ILdcM1 yU9HD I 0-1 0-0 I 2-6-0 I Scale=1:19.2 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 1 4x4 = 2 3 4 5 6 a > y I:a . X e 1C 9 6 4x5 3x5 = 7 1.5x3 I I3x4 = I 11-4-0 11-4-0 Plate Offsets(X,Yl— f1:Edge,0-1-81 — I LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (roc) I/deg Lid 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 7-8 >999 380 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012ITP12007 Matrlx-R Weight: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 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=493/0-4-0,7=493/0-1-8 FORCES. (Ib)-Max.Camp./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=-927/0 BOT CHORD 8-9=0/795,7-8=0/656 WEBS 5-7=-766/0,5-8=0/315,3-9=-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. <CN-s-O PROj ��\co �NGINFF9 Sid 2 4c 87022PE �r y 1Aj OREGON ZN tUi �Or)FM8ER11 �O S A- HEC2` EXPIRES: 06/30/2019 October 12,2018 A WARMNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10R/3/2015 BEFORE USE. II• Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and Is for en individual building component,not a truss system.Before use,En 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 Milek' 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 ANSIITPII quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suds 312,Alexandra,VA 22314. Suite 109 Carus Heights.CA 95810 Job Truss Truss Type Qty Ply POLYGON R55803526 PL18-349_UPPER F13 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 12:38:57 2018 Page 1 ID:5eV?tdjYilz0X2xysIFDVpzsmUO-Cg_bc?O5HNOsDr 15eVBMf?TZgZ_E5agM?NAuTyU9HC 1-2-12 1-10-0 1-8-8 Scale=1:24.8 3x4 II 6x12 = 3x4 I I 3x4= 1.5x3 I I 3x4 = 1.5x3 II 4x8 = 384 II 1 2 3 4 5 6 7 8 9 ® e e a o + _ \ e o 0 13 12 11 5x8 = 6x16= 3x5 = 4x10 = 4x6 = I 14-11-4 I 14-11-4 Plate Offsets(X,Y)- f1:Edge,0-1-81.f10:Edae.0-1-81.114:Edoe,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (lac) Vdefi Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC D.16 Vert(LL) -0.08 12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC D.46 Vert(TL) -0.13 12-13 >999 360 BCLL 0.0 Rep Stress Inc/ 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=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) 14=1285/0-5-8,10=832/0-5-8 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=-2473/0,5-6=-2473/0,6-7=-1673/0,7-8=1673/0 BOT CHORD 13-14=0/1086,12-13=0/2559,11-12�/2168,10-11=0/960 WEBS 8-10=122210,8-11=0/920,6-11=-638/0,6-12=0/393,3-13=-967/0,2-13=0/1745,2-14=-164610 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 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 Uniform Loads(plf) Vert:Concentrated Loads(b)1-9-80 '\(QED NE pF`SS, Vert:3=825(F) DSO LNG �rY 0* 17 87022PE r � ti y 4j, °REGOrt, � 9 Or, M8ER \� O SA. HEY` EXPIRES: 06/30/2019 1 • October 12,2018 i 1, A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/201S BEFORE USE. Design valid for use only with MiTek®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 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,DSa.09 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Surte 312,AJexandrla,VA 22314. 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 12:38:582018 Page 1 ID:5eV?tdjYilz0X2xysIFDVpzsmUO-gsY_gLPj2g W1q?ZxtL1 QvsYb64xbzewpbf6jOvyU9HB 1 1-94 I 2-6-0 I Scale=1:24.8 3x4 II 4x8 = 1.5x3 II 3x4 = 1.5x3 I I 4x8 = 3x4 II 1 12 2 13 14 3 15 4 16 5 17 6 18 7 P a:7/2z m ..-"I —em T a ' 10 e 9 e 4x6 = 4x10= 4x8= 4x6= 1 _. 14-11-4 _ I 14-11-4 Plate Offsets(X.YI— 11:Edae.0-1-81.1B:Edoe,0-1-81 LOADING (psi) SPACING- 1-D-0 CSI. DEFL. in (bc) I/den Ud 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 BOLL 0.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.03 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight 74 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 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) 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=1758/0,34=1758/0,4-5=1867/0,5-6=1867/0 BOT CHORD 10-11=0/921,9-10m:/2D41,8-9=0/1245 WEBS 6-8=1444/0,6-9=0/726,410=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 5-6-2,89 lb down at 7-1-5,89 Ib down at 8-8-8,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 R&D P R o . Uniform Loads(plf) <(, S' Vert:8-11�,1-7=-50 o'< N( IN4- �'/,, Concentrated Loads(Ib) C? �- R 2 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) �� 870 2PE �< i • • CV yN Aj- OREGO Ro tt 9O AMBER ‘1 \O ma`s A. H59, EXPIRES: 06/30/2019 October 12,2018 t i A 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'S connectors.This design is based only upon parameters shown,and is loran individual building component,not Mil a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent bucklhg of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required far stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-e9 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 ' 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?tdjYilz0X2xysiFDVpzsmU0-826M1 hQLp_eaS988D3YfR45psUK9iAlypJsGzLyU9HA I 1-5-12 2-6-0 Scale=1:17.1 1,5x9 II 3x4 = 1.5x3 II 37.4 = 1.5x3 II 1 2 3 4 5 W 8 7v_ ��jJc ms/\/° 3x5 ' 334= 3x4 = Ori$ 9-4-4 I 0-1 9-2-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (toe) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Verl(LL) -0.01 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Verl(TL) -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 IBC2D12/TPI2007 Matrix-R Weight:46 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Blr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Blr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flet) 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 23=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. ����0 PR oFFss ��\� �NGINEFR /�2 cc 870 2 P E 9r y 1%), OREGO r)�,�1 ItN 9 � . `O� MBER \5� S` A. EXPIRES: 06/30/2019 October 12,2018 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ME-7473 rev.10A312015 BEFORE USE. Mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,end 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 andlor 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 ANSVTPl1 Quality Criteria,D5B89 and SCSI Building Component 7777 Greenback Lane Safety traumatic available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314, Suite 109 Cftms Heichls CA 99310 Job Truss Truss Type Oty Ply POLYGON R55803529 PL18-349_UPPER Fib 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:SeV?idjYilz0X2xysiFDVpzsmU0-4RE6SNRcLbuthTINMTa7WVA9CH TA1gFHdLN1 EyU9H8 I 1-11-8 2-6-0 Scale=1:25.4 1.5x3 I I 4x6 = 1.5x3 I I 3x4= 1.5x3 II 3x5 = 1.5x3 I I 1 2 3 4 5 6 7 a i a 1 10 9 e 3x5 = 4x8 = 3x8= 3x5 = I 14-11-8 I 14-11-8 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loci I/detl 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 0.29 Vert(LL) -0.10 5-9 >999 360 BCLL 0.0 Rep Stress Ina: YES WB 0.37 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012ITPI2007 Matrix-R Weight:71 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.i&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, SOT 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=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=951/0 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. <Cco P R OFFS ��co NGI NEFR % 2 870 2 P E Yc • • N N y Aj, OREGO /ry Le 9C �'�aER 1' c3 O`ei a A. HE�N.1,P EXPIRES: 06/30/2019 October 12,2018 I A WARNING-Verify design parameters anti READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekS 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 rYt I A IT®1. Il 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 ANSIITPII Quality Criteria,DSB49 and BCaI Building Component 7777 Greenback Lane Safety Information available frem Truss Plate Insttale,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Centerplate onjoint unless x, 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 /y y I (Drawings not to scale)offsets are indicated. Damage or Personal Injury MitDimensions are in ft-in-sixteenths. �� Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. 2. Truss bracing must be designed by an engineer.For 0-/15' 4 wide truss spacing,individual lateral braces themselves !)- may require bracing,or alternative Tor I :01 bracing should be considered. �� 3. stack exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c-s ca s H designer,erection supervisor,property owner and plates 0- 'he'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 ANSVTPI 1. Plate location details available in MiTek 20120 NUMBERS/LETTERS. software or upon request 8. Unleshall ss ot exceed 19%at lumber time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibiltyof 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. it.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/ore ;) Trusses are designed for wind loads in the plane of the spec tea. 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 AN$I/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. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. lkil=40 reaction section indicates joint -- -number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �— ►_. 18.Use of green or treated lumber may pose unacceptable � environmental,heath or performance risks.Consut with project engineer before use. Industry Standards: Mil ANSIITPI1: 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 �/.�a is not sufficient. BCSI:DSB-89: DesBuildingng Standard nt Bracing. M lie ice BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/-PI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.1 0/0 312 0 1 5