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Plans (2) ® . I V F . MST2019-00323-14255 SW 168TH AVE-LOT 67 ! MST2O19-00324-14271 SW 168TH AVE-LOT 68 FEB 0 7 Z01° MST2019-00325-14279 SW 168TH AVE—LOT 69 MST2019-00326-14293 SW 168TH AVE—LOT 70 MiTektDIVISIO l l Of" I �C�Yi6 r1 MST2019-00327-14297 SW 168TH 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. PROFt 04GIN4;9 >0 87022PE y SAT OREGON et, <utY C 1 tcP8EF OS A. HeP�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. Job Truss Truss Type Oty Ply POLYGON r 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?tdjYilz0X2xysiFDVpzsmU049ihtZExLNli9sVFgPn8KwzFfRCahO W IN UDOyU9HP 1-9-12 2-6-0 Scale=1:17.7 '1.5x3 I I 3x4 = 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 e e 7 3x5 = 3x4 = 3x4 = 011 9-&4 0-1-8 9-6-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl 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 0.16 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 IBC2012rTP12007 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 Slud/Std(6at) 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=0/430,6-7=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. MI5 �NGINEF9 /02 kc. 87022PE 1-14 9r N �y � N Aj, OREGON o ie./ 9 6..4,,O� SER � r S` A. HO; EXPIRES:06/30/2019 October 12,2018 MOM A WARNING-Verify design parameters and READ NOTES ON TNIS 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 reset verify the applicability of design parameters and properly incorporate this design into 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 colapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of teases and truss systems,see ANSBTPII Quality Criteria,DS13-89 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 951311) Job Truss Truss Type Qty 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:5eV ildlYilz0X2xysiFDVpzsmUO-YMG35vFZ6htZn?4S061Nt7WQIrWEQnxvb8TXT9yU9H0 I 043_4 1 2-6-0 1 Scale=1:23.4 1,5x3 II 4x8 = 1.5x3 II 3x4= 1.5x3 II 345 = 1.543 II 1 2 3 4 5 6 7 1 1/ ..... g 11 1D 9 8 4x4 = 448 = 3x8= 3x5= 01118 13-9-4 I 0-1-8 13-7-12 Plate Offsets(X,Y)-- I11:Edoe,O-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loci Vdefl lid 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 VVB 0.42 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:67 lb FT=O%F,50%E LUMBER- BRACING. TOP CHORD 2x4 DF No.t&Blr(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) 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(e)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. ���EO P ROFccS z�\� �NGINEF•7 %% Q 870 2PE gyN(A), OR EGO 20 44 90 `AMBER \` \o ma`s A. HECk EXPIRES: 06/30/2019 October 12,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE Ma-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 ror Stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage.dekvery.erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-09 and SCSI Building Component 7777 Greenback Lane Safely Information available front 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 e 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 I D:5eV?tdjYilz0X2xysiFD VpzsmUO-0YgRIEGCI_?009feygpcPL2b_Esu9F42goC4?cyU9HN 2-14 2-6-0 Scale=1:25.6 1.5x3 I I 4x6 = 1.5x3 II 3x4 = 1.54 II 3x8= 1.5x3 I I 1 2 3 4 5 6 7 ''''''''''''''''''''''''''''''''''',...."-;e e 9 a 1 10 9 8 3x5 = 4x8= 3x8 = 3x5 = 01118 15-1-4 I 0-1-8 14-11-12 LOADING (pst) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/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 1BC2012/TPI2007 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-Doc 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=659/0-1-8,11=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 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. �� �0 P NO� EFxi `Cio 2 � 87022PE 9r N y �4j, OREGON rye O4LN 90 ccMgER �1 �`S A- H59` EXPIRES: 06/30/2019 October 12,2018 1 _. A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekle 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 pemlanent bracing MiTek' is always required for stabity 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/TSB Quality Criteria,036-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Sale 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON PL18-349_UPPER F04 Floor 6 1 R55803517 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 ID6eWtdjYi1z0X2xysiFDVpzsmUO-UkOp WeHge17HOJDOVXKryYbmgeDuuh9B3SyeY2y1J9HM Q-0-9 2-6-0 1 Scale=1:22.6 5x8= 1.5x3 II 1.5x3 II 3x4 = 1.5Y3 II 34 = 1.5x3 II 1 2 3 7 • 4 5 fi s — e A. -. 11 10 9 8 5x5 = 4x8= 3x6 = 3x4 = 1-8 13-4-0 0-1-8 13-2-8 1 Plate Offsets(X,Y)- 111:Edoe,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (roc) I/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 0.25 Vert(TL) -0.08 8-9 >999 360 BOLL 0.0 Rep Stress Ina 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 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=581/0-1-8,11=581/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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=0/802 WEBS 6-8=936/0,6-9=0/486,4-10=-387/0,2-10=0/855,2-11=870/0 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. <Cof PR0Fk. 4;o tNGINEE9 /O 2 Q 87022PE 9r N N y0A), OREG N 2� 14N 9O �M&ER �` =O On A. HE.C) EXPIRES: 06/30/2019 October 12,2018 1 A WARNING-Vuily design parametersand READ NOTES ON MS AND INCLUDED NITER REFERENCE PAGE M&7473 rev.10N3/1015 BEFORE USE. ..... Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must 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 M I l;� e 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 Pusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-SS 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 _ n Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON , R55803518 PL18-349_UPPER F05 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 12:38:48 2018 Page 1 ID:58V itdjYilz0X2xysIFDVpzsmUO-zxxCjwHSPcF8eTo03Fr4Vm8pH2WOd6DLI6hB4UyU9HL 1-8-8 2-8-0 I Scale=1:24.9 3x4 11 4x10 = 1.5x3 II 3x4= 1.5x3 11 4x8= 3x4 I I 1 12 2 13 14 3 15 4 18 5 17 8 18 19e. 10 9 4x7= 4x12 = 4x8= 4x8= 14-11-8 1 14-11-8 Plate Offsets(X,Y)- 11:Edge,0-1-81,I8:Edge,0-1-81,f11:Edde,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.09 9-10 >999 460 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.14 9-10 >999 360 BOLL 0.0 Rep Stress Ina NO WB 0.57 Horz(TL) 0.04 8 nla n/a Weight:75 lb FT=0%F,50%E BCDL 5.0 Code l6C2012/TPI2007 Matrix-R LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(fiat) 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-Doc bracing. REACTIONS. (lb/size) 11=984/0-5-8,8=1040/05-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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=011512 WEBS 6-8=-1754/0,6-9=0/771,5-9=-257/0,4-10—385/0,3-10=-360/0,2-10=011131,2-11=-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)-Floc) Standard tacGo PR o� s 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 1- E- Uniform Loads(ply LNG)NEF,q s4o2 Vert:8-11=-5,1-7=-50 Concentrated Loads(lb) �Cr 9 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) 4 87022PE r y ‘1‘qT OREGO ti O �Or, ""SER 11 �,� SA, HEY` EXPIRES: 06/30/2019 October 12,2018 1 r .... Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI47473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MTek'S connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Reface use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required tar stability and to prevent colpse with possible personal injury and property damage. For general guidance regarding the Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPIl Quality Criteria,DSB.89 and BCSI Building Component 7777 77it7 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22374. Citrus Heights,CA 95610 Jot; Truss Truss Type City 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:SeV?tdjYilz0X2xysiF DVpzsmUO-yny8cdixD VsanyPBgtYaBDHpSPL54deIQA18NyU9HJ 1-8-8 2-6-0 Scale=1:24.9 3x4 II 3x5_ 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x4 I I 1 2 3 4 5 8 7 v 10 9 3x6 = 3x6= axe= 3x8 = i 14-11-8 14-11-8 Plate Offsets(X,Y)— I1:Edee,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (roc) Vdefi 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 IBC2012/TPI2007 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 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=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=-938/172,3-4=-938/172,45=-997/156,5-6=-997/156,6-7=-351/351 DOT 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=Ib) 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. c Strongbacks to be attached to walls at their outer ends or restrained by other means. ,�C�,fR�10 P R()Fe, �,N. .�GINEFR Sio2 87022PE p` y1ATOREG N ryeP 9C FMBER 11 �e �`SA. HE , EXPIRES: 06/30/2019 October 12,2018 t �r Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER(REFERENCE PAGE MB-7473 rev.10/0312015 BEFORE USE. le 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 veiny the applicability of design parameters and properly incorporate this design into 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 Hei_ghk,CA 95610 Job Truss Truss Type Oly Ply POLYGON r 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-vJ3y8cJixDVstnyPBgtYaBDHAsHN581 elOA18NyU9HJ 0-11-4 I 2-6-0 1 1.54 I I 2 3x4 = 31.5x3 II Scale=1:11.1 III II PAIIIIIIII J 111 IjA/1111111111111116. el/ MN MIN 5 n 3x4= 3x4 = 1111 343-4 3-6-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 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/TPI2007 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. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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. '< b PROFS. ��\ 619 , ..,. ? �029 87022PE r 7 N ' N "5, OREG N rJ / 90 �M$ER \'' On A. HEY' EXPIRES: 06/30/2019 October 12,2018 ...- A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 rev.10/0312015 BEFORE USE, Design valid tar use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not - a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into 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 fie k- is always required hsr stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSlTPI1 Quality Criteria,D56-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Insthute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qy Ply POLYGON R55803521 PLIB-349_UPPER FO8 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:532018 Page 1 I D:5eV?tdjYllz0X2xysiFO VpzsmU OJul5meLbDBuQkEh_soRFCpmt3JF IVd4RNPykyu9HG 2-6-0 0-11-12 0-6-12 4x41= 1 1.5x3 II 2 3x4= 3 3x4 I I 4 Scale=1:11.1 4 7 5 1.5x3 I I 3x4 = '000.4 I 3-7.4 8-1Q 4-6-8 H 3-7-4 d-1-tl 0-8-4 0-1-8 Plate Offsets(X,Y)— f4:0-1-8,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 0.21 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 Incr 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. (Ib/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 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 c_ e Uniform Loads(plf) '�` `D PROF- ss Veit:Loads,1-4=80 �5 PNCaVNEF� /� Concentrated Loads(Ib) 2 Vert:4=-125(F) rG R < 87022PE 9< N N y �Aj- OREGON pro �N y0 AMBER .V1 �O EXPIRES: 06/30/2019 October 12,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MNI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mrrek®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 or design parameters and property 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 Ml;lek- is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPI7 Quality Criteria,Dee-an and BCSI Building Component 7777 Greenback Lane Safety Information available front Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Suite 109 Chrus 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 112018 MiTek Industries.Inc. Fri Oct 12 12:38:53 2018 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmUO-Jul5meLbD8uQkEh_SORFCpmy3JNA VY4RNPyliyU9HG I 2-6-0 I 0-5-12 0-6-12 4x41= 11.5)(3 II 2 4x4 = 3 3x4 II 4 Scale=1:11.1 1 W C < /_ 1.5x3 II 7 5 3x4= 4u . 3-14 3r2-19 I 4-0.8 I 3-1-40-1.9 0.84 0.1-8 Plate Offsets(X,Y)— I4:0-1-8.Ednel LOADING (psi) SPACING. 1-7-3 CSI. DEFL. in (lac) I/defl Lid 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 Ina NO WB 0.06 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012/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 OF 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 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 3-11-12 on top • chord. The design/selection of such connection device(s)is the responsibility of others. I, 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 Vert:5-7=—B,1-4=-80 <C"�NG NEFR`51 Concentrated Loads(Ib) \ yen:4=-125(F) 4G/ -- w 870 2PE r N CV y �4> OREGO /ry Oli 9On AMBERS OS A. HEk EXPIRES:06/30/2019 October 12,2018 Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mlt.7473 rev.10/03Q015 BEFORE USE. Nit Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required tar stability and to prevent colapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of Misses and truss systems,see ANStTP11 Quality Criteria,DSBA9 and BOSI Building Component 7777 Greenback Lane Safety Information available from Truss Piate Instnure,21$N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Sob - Truss Truss Type City 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 I D:5eV7tdjYilz0X2xysiFD1/0zsmUO-n5JT_MD_SOHMOGAQVyUk00y7Tfd1 yuDg18WH8yU9HF I 0-5.4 I 2-6-0 I 1 1.5x3 I I 2 4x4= 3 1.54 I I Stale=1:11 2 J — ) 5 4x4 = 3x4 = 3-2-4 0-1-8 3-0-12 Plate Offsets(X,Y)- 15:Edee,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 0.17 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 IBC20121TP12007 Matrix-P Weight:18 lb FT=O%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flet) 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. Q`ED P R OFFS �� NGtNE ,s 87022P r r4 V. �'oj, OR CON (yam oto 'AO 6•4i OS A HEp' EXPIRES: 06/30/2019 October 12,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev.10103/2015 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 vents/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 andfor 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 untrusses and truss systems,see ANSIRPI1 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. Salts 109 Citrus Heights,CA 95610 Job Truss Truss Type Oy Ply POLYGON ' R55803524 PL18-349_UPPER F11 Floor 33 1 Job Reference lootional) 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-F HtrBJNr1188zYrN_DTjHEw7jtx4mKANvhu3gayU9HE 11-0 2-6-0 Scale=125.4 1.583 II 486= 1.5x3 II 3x4 = 1.583 I I 3x6= 1.5x3 II 1 2 3 4 5 6 7 e 12 10 s sk 3x5 = 4x8= 3x8= 34 = 011)8 14-11-4 I 0-1-8 14-9-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/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 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(9at) except end verticals. WEBS 2x4 OF Stud/Std(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=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=-1369/0,34=-1369/0,4-5=1452/0,5-6=1452/0 BOT CHORD 10-11=0/745,9-10=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. Stronghacks to be attached to walls at their outer ends or restrained by other means. ���'Eo PRCIpk. ��(� 619 0 •,.. EFR /0�-� 87022PE r 1 'oj, OREGON cf? OIL 9O �MaEf1 \� O.. ..4. A. HE.ck EXPIRES: 06/30/2019 October 12,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ASI-7473 rev.10f03/2015 BEFORE USE. j f Design valid for use any with MTeke connectors.This design Is based onlyupon parameters shown,and is for an individual building component,not I1111111 •a truss system.Before use,the building designer must verify the applicabaly of design parameters and properly incorporate this design into 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 or trusses and truss systems,see ANSI/TPII Quality Criteria,058-09 and BCSI Building Component 7777 Greenback Lane Safety Information avatable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Suite 109 Citrus Hel5hts,CA 95610 Job Truss Truss Type Oty Ply POLYGON R55803525 PL18-349_UPPER F12 Floor 24 1 Job Reference(optional) 1 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:SeV?tdjYilzOX2xysiFDVpzsmUO-kTOD PfNTN3G7bIPD(wypRTlcGJzVoY W7 LdcM1 yU9HD 0-10-0 2-6-0 Scale=1:19.2 1.54 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 4x4 = 2 3 4 5 6 e e a L `o! 11 9 e 8 ///✓✓✓����\\ 7 4x5= 3x5 = 1.5x3 II 3x4 = I 114-0 I 11-4-0 Plate Offsets(X,Y)— f1:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ltd 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 >999 360 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 Weight:56 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flaf) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF Ne.i&Btr(flal) 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=493/04-0,7=493/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-At forces 250(Ib)or less except when shown. TOP CHORD 1-10=-501/0,1-2=309/0,2-3=309/0,3-4e 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. Strongbacks to be attached to walls at their outer ends or restrained by other means. <R D P R OFFS wc`o .AGI NEF9 S/02 87022PE 9r -7 N�Aj, OREGON ti� ivy 90 AMBER 11 o des A. HEes EXPIRES:06/30/2019 October 12,2018 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MN-747S rev.10A73/2015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual bulding 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 It iTe k isalways 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 ANSNTPII Quality Criteria,DSB49 and BCSI Building Component 7777 Greenback Lane Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type ch. PlyPOLYGON b. R55803526 PL18-349 UPPER F13 FLOOR GIRDER 3 1 Job Reference(optional) Pacific Lumber 8 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?05HNOsDr 15eVBMf7TZgZ_E5agM?NAuTyU9HC I 1-2-12 I 1-10-0 1 I 1-8-8 Scale=1:24.8 384 II 6812 = 3x4 II 384= 1.5x3 II 3x4= 1.583 II 4x8 = 3x4 1 2 3 4 5 6 7 6 9 ° a _ a \ S.N6'''- e 13 12 11 588 = 6x16= 3x5 = 4810 = 4x6= I 14-11-4 I 14-11-4 Plate Offsets(X.Y1— 11:Edae,0-1-81.110:Edaa,0-1-8L 114:Edae.0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) I/de8 Lid 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 BCLL 0.0 Rep Stress Ina NO WB 0.89 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code IBC20121TP12007 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 OF No.1&Btr(flat) except end verticals. WEBS 2x4 OF Stud/Std(8at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=1285/05-8,10=832/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2457/0,34=-245810,45=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=0/2168,10-11=0/960 WEBS 8-10=1222/0,8-11=0/920,8-11=-638/0,6-12=0/393,3-13=967/0,2-13=0/1745,2-14=1646/0 NOTES- 1)Recommend 2x6 srongbacks,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(pip bt-9=-80 '�0� PF�S Concentrated Loads(l) E � Vert:3=825(F) 5NjF /�\ � R- 2� 9 kr- 87022PE r N y �'oj OREGO ryq Ok/N �C1 AMBER 11 OS A. HE��P EXPIRES: 06/30/2019 October 12,2018 ORM A WARMNO-Verify design panmetem end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ME.7473 rev.15ro]rt015 BEFORE USE. III Design valid for use only with MrrekO)connectors.This design is based only upon parameters shown,and is far 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 MIT®k is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Instaute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803527 PL16-349_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:5eWldjYilz0X2xysiFDVpzsmUO-gsY_OPj2g W1q?afL1 OvsYb64xbzewpbf610vyU9HB 1-8-4 2-6-0 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 8 18 7 b a ® a a a .a. e 0 e g 4x5 = 4x10= 4x8= 4x8= I 14-11-4 14-11-4 Plate Offsets(X,VI— f1:Edge,0-1-81.f8:Edge,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (lac) I/del L/d 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(LL) -0.12 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.03 8 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 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 5-6-2,89 lb down at 7-1-5,89 lb down at 8-8-8,and 89 lb down at 10-3-11,and 89 lb down at 11-10-14 on tap 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 -0 PR�F Uniform Loads(pIf) ,-' ess Vert:8-11=5,1-7=50 Concentrated Loads(Ib) ,N. ' ' �F9 io 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) 2.9 kc 870 2PE r y0 1N �4 OREGO /ti AO 9O ��BER '`� On A. HERNA EXPIRES:06/30/2019 October 12,2018 A WARNING-Verify design paremerma and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ma-7473 row.10/03/2015 BEFORE USE. 14111 Design valid for use only with MiTek®connectors.This design Is based oMy upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must vedry the appbcability of design parameters and properly incorporate this design into 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 property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSe89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Insttute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803528 PL18349_UPPER F15 Floor 3 1 Job Reference(optional) I Pacific Lumber&Tmss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:59 2018 Page 1 ID:5eV7tdjYilz0X2xysiFDVpzsmUO-826M1 hQLp_eaS988D3YfR45psUK9iAlypJsGzLyU9HA 1-5-12 2-6-0 Scale=1:17.1 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 II 1 2 3 4 5 9 e ° 8 7 3x5 = 3x4= 3x4 = 9-4-4 0.1 9-2-12 I LOADING (psf) SPACING- 1-7-3 CSI. DEFL. In (loc) 1/defl Ud 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(TL) -0.07 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/TPI2007 Matrbc-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(flat) except end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-Doc bracing. REACTIONS. (lb/size) 6=408/0-4-0,8=406/0-44 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. ��co��NGP EF9 s/0 870 2PE 9c 5.-7 45• , OREGO rt,C. Oit/ 9On cM8ER .\\ \4 `s A. HO; EXPIRES:06/30/2019 October 12,2018 r ' A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE s91.7473 rev.10M3/2015 BEFORE USE. Mt 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 property incorporate this design into the overall building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TM Quality Criteria,DSB-89 and BCSI 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 95610 Job a Truss Truss Type City Ply POLYGON R55803529 PL18-349_UPPER F16 FLOOR 10 1 j Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:39:01 2018 Page 1 I D:5eV7tdjYilz0X2xysiF DVpzsmUO-4RE6S NRcLbuIhTIVVKTe7 W VA9CH_TA1 gFHdLN 1 EyU9H8 I 1-11-8 I 2-6-0 I Scale=1:25.4 1.5a3 II 44 = 1.5(3 I I 3x4= 1.5x3 I I 3x6 = 1.5x3 II 1 2 3 4 5 8 7 >72 O 6 p O✓ : ; • 1' l 10 9 8L 3x5 = 4x8 = 3x8= 3x5 = I 14-11-8 I 14-11-8 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell 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 IBC2012/TPI2007 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(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/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=-1376/0,34=1376/0,4-5=-1455/0,5-6=1455/0 BOT CHORD 10-11=0/756,9-10=0/1588,8-9=0/920 WEBS 8-8=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. � O P R OFFS � c, .\GINEFR s/o1 01C- 870 2PE r CV y N�4>„ OREGO rq Ok// 9O AMBERO1 On A. HEPN4,P EXPIRES: 06/30/2019 October 12,2018 AWABMNG-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI/-7473 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 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 Mil ire is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DS8419 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4' Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. 114•44, Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0.116 rMitiliMIIMINNIIMili 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves � may require bracing,or alternative Tor I MEIE OIL\441111Mbi I bracing should be considered. OPIRIINor U 3. Never exceed the design loading shown and never Ostack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cr-s L6r C5� designer,erection supervisor,property owner and plates 0- 'lid 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 in all respects,equal to or better than that ii4 Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. 41111.1111.4 Indicates location where bearings (supports)occur. Icons vary but © 16.Do not cut or alter truss member or plate without prior2012 MiTek®All Rights Reserved approval of an engineer. ii.1=EIF reaction section indicates joint number where bearings occur. _.._ 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �__x 18.Use of green or treated lumber may pose unacceptable 1.--_.:-.,. environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. i and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. NI BCSI: Building Component Safety Information, M I Te I� 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