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Plans (5) t RECEIVED mi FEB 072019 �F T CITY OF TIGARD lviiTeks BUILDING DIVISION MST2019-00138 114203 SW 169TH AVE MiTek USA, Inc. MST2019-00139 114209 SW 1691H AVE 7777 Greenback Lane te MST2019-00140 114217 SW 169TH AVE CitruCitru 109 s Heights, CA, 95610 MST2019-00141 114221 SW 169TH AVE Telephone 916/676-1900 Re: PL18-350_UPPER MST2019-00142 114225 SW 169TH AVE 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: R55803572 thru R55803587 My license renewal date for the state of Oregon is June 30,2019. .<(y,"“) PROFE6,, co NGIN4- /O 87022PE r" y "0/,,, cn ,� 'oj, OREGON cls / AMBER 1'` \-\O OS A. HECk E 'I' S: 06/30/• October 12,2018 Hernandez,Marcos IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply POLYGON R55803572 PL18-350_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 12:41:05 2018 Page 1 I D:5eV?tdjYilz0X2xysi F DVpzsmUO-ZBT2 Btc37nCO3xdaIfZY 19JL3GKZE9QVowNx02yU9F C 1-9-12 2-6-0 Scale=1:17.7 1.5x3 I I 3x4 = 1.5x3 H 3x4 = 1.5x3 1 2 3 4 5 0 : . 0 8 e 7 3x5 = 3x4= 3x4 = 01118 9-8-4 I 0-1-b 9-6-12 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) -0.01 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 DF 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=0/430,6-7=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. ��� �5 NGINEF9 /ot9 87022PE t' .1/4644" N ,ry N 7 j�' , OREG N tiQ.Q� 9O cctijBERt\ ps A. HE ` EXPIRES: 06/30/2019 October 12,2018 ...- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 Qty Ply POLYGON R55803573 PL18-350_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 12:41:06 2018 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmUO-1 N 1 QPDdhu4Ktg5CmJN5naMrWigeDzYrf1 a7VwUyU9FB I 0-9-4 l 2-6-0 I Scale=1:23.4 1.5x3 I I 4x8 = 1.5x3 II 3x4= 1.5x3 H 3x5 = 1.5x3 I I 1 2 3 4 5 6 7 0 ii .: o .. o ' o- 11 10 9 8j 4x4 = 4x8 = 3x8= 3x5= 01118 13-9-4 I 0-1-8 13-7-12 Plate Offsets(X,Y)— 111:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft 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(TL) -0.09 8-9 >999 360 BCLL 0.0 Rep Stress Incl 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, 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. I REACTIONS. (lb/size) 8=600/0-1-8,11=600/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1028/0,3-4=-1028/0,4-5=-1282/0,5-6=-1282/0 BOT CHORD 10-11=0/323,9-10=0/1326,8-9=0/834 WEBS 6-8=-973/0,6-9=0/523,4-10=-349/0,2-10=0/822,2-11=-680/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �,-.NL7 co NG'N EFR ,02 :01yez.:„.:E:7022PE �V" �yON �� <v "P ',1„BER 1,\�P�O A. HER EXPIRES: 06/30/2019 October 12,2018 t I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,deliveryry,erection and bracingof trusses and truss systems,see ANSII1PI7 Quality Criteria,DSB-99 and BCSI Building Component 7777 Greenback Lane Safety Infomratl8n available from Truss Plate fstlate,218 N.Lee Street,Suite 312,Alexandria,VA 22314. au to Ton Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803574 PL18-350_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 12:41:06 2018 Page 1 ID:5eV?tdjYilzoX2xysiFDVpzsmUO-1 N 1 QPDdhu4Ktg5CmJN5naMrWfgeezZkfl a7VwUyU9FB I 2-1-4 2-6-0 Scale=1:25.6 1.5X3 11 4x6 = 1.5x3 II 3x4 = 1.5x3 II 3x8= 1.5x3 11 1 2 3 4 5 6 7 .:777772* ' . . 0 1 ® 10 9 8 3x5 = 4x8= 3x8 = 3x5 = 0.1118 15-1-4 0-1-8 14-11-12 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 0.18 Vert(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:71 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(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. ���o° P R°Fess �c\� �NGI NEF� /�2 4c 870 2PE �c' q SA), OREGON r- O4/ 9O6`MeER \ OSA• HE:9` EXPIRES: 06/30/2019 October 12,2018 t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTekrE connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 Qty Ply POLYGON R55803575 PL18-350_UPPER F04 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:41:07 2018 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmUO-VZbpcZeJfOSklFmyt4c06ZOhV4?ei?goFEs2SxyU9FA ?-4-9 f-0-9 2-6-0 1 Scale=1:22.6 5x8= 1.5x3 H 1.5x3 II 3x4 = 1.5x3 II 3x5 = 1.5x3 I I 1 2 3 4 5 6 7 L 0 ,1./ o- ab t 11 10 9 8 5x5 = 4x8= 3x6 = 3x4 = 0-1118 13-4-0 I 0-1-8 13-2-8 Plate Offsets(X,Y)— (11:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in floc) I/deft 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 Incr 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 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=581/0-1-8,11=581/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-899/0,3-4=-899/0,4-5=-1219/0,5-6=-1219/0 BOT CHORD 9-10=0/1230,8-9=0/802 WEBS 6-8=-936/0,6-9=0/486,4-10=-387/0,2-10=0/855,2-11=670/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. <('- ° PR°pFss C NG{NEFR /0 2 c4 870 2PE _ y7�Ajc OREGO[ti � O MgER1 Or, A. HECk EXPIRES: 06/30/2019 October 12,2018 1 I 11.1.11111 AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7477 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPN Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane =fifty enbrtnatron amine=item Truss Prate Mamie,219 tv.Lee Seem, aut,nrexanana,vn zca,4. sone 7179 ' =fifty Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803576 PL18-350_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 12:41:08 2018 Page 1 I D:5eV?tdjYilz0X2xysiFDVpzsmUO-zm9BgvfxQiaawPL8Qn7FfnxkyUl8RQtyUucb?NyU9F9 1-8-82-6-0 Scale=1:24.9 3x4 H 4x10 = 1.5x3 II 3x4= 1.5x3 H 4x8 = 3x4 II 1 12 2 13 14 3 15 4 16 5 17 6 18 19 1 — ° ® o ° : °I 10 9 4x7= 4x12 = 4x8= 4x8 = I 14-11-8 I 14-11-8 Plate Offsets(X,Y)— 11:Edge,0-1-81,f8:Edge,0-1-81,111:Edge,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft 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 BOLL 0.0 Rep Stress lncr NO WB 0.57 Horz(TL) 0.04 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 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=984/0-5-8,8=1040/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2030/0,3-4=-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). Standard_ 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ��0 P R QF-e Uniform Loads(plf) '( G�N4-i.„`ScSj Vert:8-11=-5,1-7=-50 \Co NQ Concentrated Loads(Ib) 1- �� 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) 87022P 1' � Ni 5. �Aj,, OR GON rl:O< 'AOn AMBER '\' S A. HEN EXPIRES: 06/30/2019 October 12,2018 4 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-69 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 R55803577 PL18-350_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 12:41:08 2018 Page 1 I D:5eV?tdjYilz0X2xysi F DVpzsmUO-zm9BgvfxQ iaawP L8Qn7 Ffnxs_U Ld RU nyU ucb?NyU9F9 1-8-8 2-6-0 Scale=1:24.9 3x4 I I 3x5= 1.5x3 II 3x4= 1.5x3 II 3x4 = 3x4 1 2 3 4 56 e ` v e zoi., iiiiiitiglipyrri. ._ 0 ® 6 O e .� 10 9 3x6 = 3x6= 3x6= 3x6= I 14-11-8 14-11-8 Plate Offsets(X,V)— f1:Edge,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud 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 Incr NO WB 0.26 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC20121TP12007 Matrix-R Weight:75 lb FT=0%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. (Ib)-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 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. <��ED P R D�Fss Strongbacks to be attached to walls at their outer ends or restrained by other means. C��co ENGINEER /� ' 87022PE �< Pc �Aj OREGO �o <v� 9O ' z1.1)1 •A �O OS A. HO', EXPIRES: 06/30/2019 October 12,2018 t l e.... AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Trs Plate Inoterar;gip N i as Strew Au*.312 Ala spdfr^VA 22314. suite les , y< Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803578 PL18-350_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 12:41:08 2018 Page 1 I D:5eV?tdjYil z0X2xysiF DVpzsmU O-zm9 BgvfxQiaawP L8Qn 7FfnxsLU NfRYByUucb?NyU9F9 0-11-4 2-6-0 1 1.5x3 ii 2 3x4�= 3 1.5x3 I I Scale=1:11.1 111 111 II FAN II 1 "Alkhllkiihh I elrA ME NM 5 F/ 3x4= 3x4 = 0 1-: 3-8-4 d 1_ 3-6-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 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 Incr 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(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. <c-1' P R QpFss �NG1 NE�cR 1p2 87022PE 144 9<' 0.j/7-.4.- IN N y �Aj, OREGON tiO<v ms`s A. Heck EXPIRES: 06/30/2019 October 12,2018 1 a. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not t a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 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 Qty Ply POLYGON R55803579 PL18-350_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 12:41:09 2018 Page 1 ID:5eV?tdjYilzOX2xysiFDVpzsmUO-RyjZ1 FfZB?iRXZwL_VeUB_TOZuk3A?I5jYL9XpyU9F8 2-6-0 0-11-12 { 0-6-12 4x41= 1 1.5x3 11 2 3x4= 3 3x4 I I 4 Scale=1:11.1 S1.5x3 11 7 5 3x4 = 4 0-4 3-7-4 3r8-1 4-6-8 3-7-4 1- 0-8-4 0-1-8 Plate Offsets(X,Y)— r4:0-1-8,Edge) 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/TPI2007 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 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 ��Er D P ROFF LY, 80 Uniform Loads(plf) Concentrated Loads(lb)) ���Co �C.NG(NEF9 , Vert:4=125(F) 87022PE cc‘AOREG N2 <v 4.3 A. HES 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 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 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 Al4$VTplt Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate InstItute,218 N.Lee Street,SuRe 312,Alexandria,VA 22314. 8Clle lee Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803580 PL18-350_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 12:41:10 2018 Page 1 I D:5eV?tdjYilzoX2xysiFDVpzsmUO-v8HxFbgByJgl9jVXYC9jkCOBNH4ZVSTFxC5i3FyU9F7 2-6-0 0-5-12 0-6-12 4x41= 1 1.5x3 H 2 4x4 = 3 3x4 II 4 Scale=1:11.1 7 5 1.5x3 II 3x4= 4> 3-1-4 2-lQ 4.0.8 3-1-4 d-1-d { 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) 1/deft 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 Incr NO WB 0.06 Horz(TL) 0.00 6 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 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 7=102/Mechanical,6=368/0-6-0 Max Gray 7=129(LC 3),6=368(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. 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+Flnnr I ivn(halanrnd)•Lurphnr Inrreaee=1.00,Plate Increase=l-,00 - - Uniform Loads O ROp Concentrated Loads(lb)1-4=-80 ,-„N 'Y AG P EE,`Su/� Vert:4=-125(F) CO R .. Qc 87022PE vI (1)."(14"--.101 - �Aj, OREGON (c? �N ��'�SMBER A\ \-\ A. HEC' EXPIRES: 06/30/2019 October 12,2018 1 , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111 ` a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 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 R55803581 PL18-350_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 12:41:10 2018 Page 1 I D:5eV?tdjYi I zoX2xysiF DV pzsm U O-v8HxFbg ByJq I9j VXYC9jkCOCoH4RvSZFxC5i3 FyU9 F7 0-5-4 2-6-0 1 1.5x3 I I 2 4x4 = 3 1.5x3 I IScale=1:11.2 J _ 7 5 S 4x4 = 3x4 = -1- 3-2-4 l 3-0-12 Plate Offsets(X,V)- 15:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft 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 0.05 Vert(TL) -0.01 4-5 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:18 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=135/0-4-0,5=135/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. <��EO PROi e3 NG1NEF9 /0 87022PE /�r �A OREGON (-1(5('\1,..,41\/ OnMBER ‘ Q . HEP EXPIRES: 06/30/2019 October 12,2018 t r MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 ANSIITPIl Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane aa.ty l eformatloa available Sara Truax Plate Irtelitute,218 AL Lee Street,Suite 312,AWtenrkia,VA 12114. Suite 1019 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803582 PL18-350_UPPER Ell Floor 33 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:41:11 2018 Page 1 I D:5eV?tdjYilz0X2xysi F D VpzsmU O-OKgJSxhq idy9ns4j6wgyH PZN OhLuegrOAsgGbiyU9 F6 1-11-4I 2-6-0 Scale=1:25.4 1.5x3 I I 4x6= 1.5x3 II 3x4 = 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 Y' ° c, 0 1 10 ® 9� 8i 3x5 = 4x8= 3x8= 3x5 = 071 T8 14-11-4 I 0-1-8 14-9-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 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 lncr 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(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=651/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1369/0,3-4=-1369/0,4-5=-1452/0,5-6=-1452/0 BOT CHORD 10-11=0/748,9-10=0/1583,8-9=0/919 WEBS 6-8=1072/0,6-9=0/622,2-10=0/725,2-11=-945/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. — E� a t�F CO��� ssGINEF /0��\ N9 2 9r87022PE ry C:, c\-.0.,), OREGON 2� 4N 1.3 A HER EXPIRES: 06/30/2019 October 12,2018 I I tee. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7479 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 Qty Ply POLYGON R55803583 PL18-350_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 12:41:11 2018 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmUO-OKgJSxhgidy9n54j6wgyH PZNXh NYerzOASgGbiyU9F6 I 0-10-0 I I 2-6-0 I Scale=1:19.2 1.5x3 I I 3x4= 1.5x3 11 3x4= 1.5x3 1 4x4 = 2 3 4 5 6 . i °0 0 o E 10X 9 8 7 4x5= 3x5 = 1.5x3 H 3x4 = I 11-4-0 1 11-4-0 Plate Offsets(X,Y)— 11:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft 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 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-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 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=493/0-4-0,7=493/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-501/0,1-2=-309/0,2-3=309/0,3-4=-927/0,4-5=-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. .co .NGP E'FR s/0 ....47f., 87022PE 9c y �� OREG N 95)'(-\1.4).1 ta A- HEC'` EXPIRES: 06/30/2019 October 12,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. ,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 lot a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M-Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB49 and SCSI Building Component 7777 Greenback Lane safety mTorinatten avaname rrom 1 piss mate msmute,z1is iv.Lee Streer.Suns 312,Aiexenurre,4A z25 4. Berm 100 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803584 PL18-350_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 12:41:12 2018 Page 1 I D:5eV?tdjYilz0X2xysi F D Vpzsm U O-SXO IHiSTw4000fwfd B Bpd5YU 5eZN9?XPV ap88yU9F5 1-2-12 1-10-0 1-8-8 Scale=1:24.8 3x4 II 6x12 = 3x4 H 3x4 = 1.5x3 H 3x4 = 1.5x3 II 4x8 = 3x4 II 1 2 3 4 5 6 7 8 9 e e m a e O P e 4 W ® O 13 e 12 11 5x8 = 6x16= 3x5 = 4x10 = 4x6 = I 14-11-4 14-11-4 Plate Offsets(X,Y)— 11:Edge,0-1-81,110:Edge,0-1-81,(14:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.08 12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(TL) -0.13 12-13 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 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(lb)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=0/2168,10-11=0/960 WEBS 8-10=-1222/0,8-11=0/920,6-11=-638/0,6-12=0/393,3-13=-967/0,2-13=0/1745,2-14=-1646/0 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)825 lb down at 3-6-0 on 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 �ln8orm Loads/olfl Vert:10-14=-8,1-9=-80 _co PROF Concentrated Loads(Ib) '<C� �`StS' Vert:3=-825(F) ,�Gj �GNG(NEF9 /a kr 87022PE 9c �N y �A� OREG N <15;',4;"A, 4;ti ta A. He?, EXPIRES: 06/30/2019 October 12,2018 1 I AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111 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 ANSIfTPl1 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 Qty Ply POLYGON R55803585 PL18-350_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 12:41:12 2018 Page 1 I D:5eV?tdjYilz0X2xysi F DVpzsmU O-sXOifH iSTw4000fwfd B Bpd5V I5gxN F 5XPVap88yU9F5 1-8-4 I 2-6-0 Scale=1:24.8 3x4 I I 4x8 = 1.5x3 II 3x4 = 1.5x3 II 4x8= 3x4 I I 1 12 2 13 14 3 15 4 16 5 17 6 18 e o pp e.z0 05 o o 10 0 9 4x6 = 4x10= 4x8= 4x6 = I 14-11-4 I 14-11-4 Plate Offsets(X,Y)— 11:Edoe,0-1-81,18:Edge,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft 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(TL) -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/TPI2007 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(lb)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 top chord. The design/selection of such connection device(s)is the responsibility of others. i 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 `_rED P R OFFS Uniform Loads(plf) �`` rS Vert:8-11=-5,1-7=-50 ,„,_44.., ->f„.'7 Concentrated /029+! Concentrated Loads(Ib) Vert:6=89(8)4-89(8)12=-100(B)13=-95(8)14=-129(F)15=-89(B)16=-89(8)17=-89(B)18=-129(F) g7Q22PE __,,,3, y(1) rN N raj OREGON ti9Ali A. HEY' EXPIRES: 06/30/2019 October 12,2018 I I MN A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �z 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 [ViiTek` is always required for stability and to prevent cotapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPN Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane ' safety mrormanon avanaore from rruss Flare msrrture,115 in.Lee weer,Stine 312,nrexanarm,4n 2c4-14. Suite$55 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803586 PL18-350_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 12:41:13 2018 Page 1 I D:5eV?tdjYilz0X2xysi F DVpzsm U O-Kjy4tcj4 E EDt0AE6DLj Q Mgej2 V3 V6n U he9J MgayU9 F4 I 1-5-12 1 2-6-0 Scale=1:17.1 1.5x3 11 3x4 = 1.5x3 11 3x4 = 1.5x3 11 1 2 3 4 5 8 0.' 3x5 = 3x4= 3x4 = 011/ 9-4-4 0-1 9-2-12 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) -0.01 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 Matrix-R Weight:46 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=406/0-4-0,8=406/0-4-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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. � i,,V, P R QF. 6 ��co �NGINElc„ /O 2 �� 87022PE 9r N -j1.49ev y '0j, OREGON el) kr 9C' AMBER .\1 . .\SER On A. HE • EXPIRES: 06/30/2019 October 12,2018 1 i ..... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII 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 Qty Ply POLYGON R55803587 PL18-350_UPPER F16 FLOOR 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:41:13 2018 Page 1 I D:5eV?tdjYil z0X2xysiFDVpzsmUO-Kjy4tcj4EEDt0AE6DLjQMgejuV1L6kMhe9JMgayU9F4 I 1-11-8 2-6-0 I Scale=1:25.4 1.5x3 H 4x6 = 1.5x3 I1 3x4= 1.5x3 11 3x6 = 1.5x3 11 1 2 3 4 5 6 7 /" o , o _ 0 rb 0 q 1A 10 ® 9 8 3x5 = 4x8 = 3x8= 3x5 = 1 14-11-8 14-11-8 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.06 9-1Q >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.37 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:71 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 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=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=-1376/0,4-5=-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. ���ED PR OFess ��G ANG{NEER /O2y< 87022P y Aj OR GON c{:Q4/ "AO Ow V\ �, Or, A. HE��P EXPIRES: 06/30/2019 October 12,2018 t I MIll A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. is Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems see AqNI�S 1 Criteria.DSB-89 and BCSI Building din 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 SystemA General Safety Notes PLATE LOCATION AND ORIENTATION 3j" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Fail re to Follow Could Cause Property 4 offsets are indicated. I ( (Drawings not to scale) Da age or Personal Injury r�� Dimensions are in ft-in-sixteenths. IliNhh. Apply plates to both sides of truss 1 2 3 1. A ditional stability bracing for truss system,e.g. and fully embed teeth. di gonal or X-bracing,is always required. See BCSI. TOP CHORDS 0_1/1fi, 01 (;" 2. T ss bracing must be designed by an engineer.For wi a truss spacing,individual lateral braces themselves p m y require bracing,or alternative Tor I 11.1316111.1. br cing should be considered. 1.11114lor O 3. N verexceedthe design loadingshownandnever a0LNIIPA stick materials on inadequately braced trusses. p 4. P•vide copies of this truss design to the building For 4 x 2 orientation,locate c7-e caa cs s H d=signer,erection supervisor,property owner and plates 0- 1/Id'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. C t members to bear tightly against each other. 6. Plce plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE jo' t and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO to ations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. 0 sign assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT th environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. U less otherwise noted,moisture content of lumber s II not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. U less expressly noted,this design is not applicable for ICC-ES Reports: u with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.C.mber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 re-ponsibillty of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 c-mberfor dead load deflection. the length parallel to slots. 11.Pl'te type,size,orientation and location dimensions in icated are minimum plating requirements. LATERAL BRACING LOCATION 12.L mber used shall be of the species and size,and in-II respects,equal to or better than that �i�� Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the S. cfied. 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 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING established by othersg or less,if no ceiling is installed,unless otherwise noted. . 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Dq not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 111 111 111 III I k=1� reaction section indicates joint number where bearings occur. 17.Intal/and load vertically unless indicated otherwise. Min size shown is for crushing only. 111111111111 ex 18.U$e of green or treated lumber may pose unacceptable 11.- 1 environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal MI19.R view all portions of this design(front,back,words a d pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. a m iTeko is of sufficient. BCSI: Building Component Safety Information, 20.D sign assumes manufacture in accordance with Guide to Good Practice for Handling, A SI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015