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Plans (54) i0d /� S��-�/�Uva�� MiTek® V1 41- �4-1 MiTek USA, Inc. 7777 Greenback Lane DEC 2 2 2015 Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 8 Re: PL14-233 MAIN H Fax 916/676-1909 — — T-1'" 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: R46143074 thru R461433078 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. u PROFe GINE 87022PE un OREGON ti�OWN OS E R A. E December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL14-233 MAIN H Fax 916/676-1909 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: R46143074 thru R46143078 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. TON,I�O E75 GO 49639 O,��s�cts��•� December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply R46143074 PL14-233 MAIN H F01 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 0951:26 2015 Page 1 ID:DckOXxdf ngu?pIKV%4fdjz_Utw-kYzSBlfyi?FDj01fF_2w2Ug 1 vhByAvflS 1 kpuoyBOvV 0.6-8 H—o-� a�� aF&8 I - cale-1:34.2 1.5x3 II 1.5x3 3x4= 1.5x3 11 4x5 =3x4 4x5= 3x6 FP= 3x4= 1.5x3 11 3x5= 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 I la�dl d 20 19 18 17 16 15 14 13 1.50 3x8= 3x8= 3x6 FP= 3x8 = 3x8= 3x8= 1.5x3 11 9-10-0 0.1-8 Plate Offsets(X Y)— [1:0-1-8 Edge] [5:0-2-5 Edge] [7:0-1-6Edge] [12:0-1-8 Edge] [15:0-3-8 Edge] [18:0.2-12 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.06 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.10 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WE 0.74 Horz(TL) -0.01 12 n/a n/a BCDL 5.0 Code IBC2012/7PI2007 (Matrix) Weight:81 Ib FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.t&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 1=391/0-6-0,16=1276/0-3-8,12=394/0-6-0 Max Grav 1=436(LC 3),16=1276(LC 1),12=438(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �yTONI0 ]tJ, TOP CHORD 1-2=-1209/0,2-3=-1209/0,3-4=-859/325,4-5=859/325,5-6=0/1717,6-7=0/1717, 7-8=-882/307,8-9=882/308,9-10=882/308,10-11=1216/0,11-12=1216/0 BOT CHORD 18-19=35/1342,17-18=984/0,16-17=984/0,15-16=-938/0,14-15=22/1358 WEBS 1-19=0/1248,2-19=253/0,3-18=-654/0,518=0/1461,5-16=-960/0,12-14=0/1255, vj x N 11-14=252/0,10-15=-645/0,7-15=0/1448,7-16=-992/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 49639 IVa 2)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to �� +P 9 be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ANAL, 4)CAUTION,Do not erect truss backwards. ED P R O GINS FFss /O2-y CC 87 2PE r N CV y �A) OREG N 'Ac ER NN 1A A. HE��P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. s Design valid for use only with MiTek®connectors.This design Is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicalo ity 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 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI i Quality Crtteda,DSR-89 and BCSI Building Component Suite 109 Safety Infoana8on available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights,CA 95610 Alt Job Truss Truss Type Qty Ply R46143075 PL14-233_MAIN_H F02 Floor 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 0951:26 2015 Page 1 ID:DckOXxdfingu?pIKM4fdj2_Utw-kYzSBlfyi?FDj01fF_2w2Ug 11 h ByAvj IS 1 kpuoy8OvV 0-6-8 ��[ 2-0-0 0I)&8 0�8- 81� e -1:34.3 1.5x3 11 1.5x3 11 3x4= 1.5x3 11 4x5 = 3x4 11 4x5 = 3x6 FP= 3x4= 1.5x3 11 3x5= 3x5= 1 2 3 4 5 6 7 8 9 10 11 12 IdId 20 19 18 17 16 15 14 13 1.5x3 11 3x8= 3x8= 3x6 FP= 3x8= 3x8= 3x8= 1.5x3 11 310-8 31-0 0- 31-0 0.18 Plate Offsets(X,Y)— [1:0-1-8,Edge] [5:0-2-7 Edge] [7:0-1-6 Edge] [12:0-1-8 Edge],[15:0-3-12 Edge] [18:0-2-12 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.06 18-19 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.10 18-19 >999 360 BCLL 0.0 Rep Stress Incr YES W13 0.74 Horz(TL) -0.01 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:81 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 1=393/0-6-0,16=1279/0-3-8,12=393/0-6-0 Max Grav 1=438(LC 3),16=1279(LC 1),12=438(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �yION10 ]D, TOP CHORD 1-2=-1216/0,2-3=-1216/0,3-4=-879/315,4-5=879/315,5-6=0/1726,6-7=0/1726, �C 7-8=-880/315,8-9=-880/315,9-10=-880/315,10-11=-1216/0,11-12=1216/0 BOT CHORD 18-19=29/1356,17-18=953/0,115-17=953/0,15-16=-948/0,14-15=27/1357 G��4' O d WEBS 1-19=0/1255,2-19=253/0,3-18=-646/0,5 18=0/1454,5 16=987/0,12-14=0/1255, 11-14=252/0,10-15=-647/0,7-15=0/1450,7-16=-990/0 y N NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to O .Q 49639 be attached to walls at their outer ends or restrained by other means. �� rSTER� 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. s`pt�N��yG 4)CAUTION,Do not erect truss backwards. D PRO G Fq s�o 87022PE 9r CV y �Aj OREGO ti�Off~ 'A� AMBER 1� A. He EXPIRES:06/30/2017 December 16,2015 AWARNING-Verily design to—elem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/0312015 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 HK 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/71`11 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 R46143076 PL14-233 MAIN H F03 Floor 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:27 2015 Pae 1 ID:DckOXxdfingu?pIKW64fdjz_Utw-CkXgO5gbTJ N4KAKsphZ9aiDD 15XBvNOShhUM9Ey80vU 0-6-8 2-0-0 , a� 0-8-8 D-s-8 r Scale=t2 .4 1.5x3 l 3x5= 4x5= 1.5x3 3x4= 1.5x3 3x5= 1 3x4= 2 3 4 5 6 7 8 Id id 14 13 11 10 9 1.5x3 3x6= 3x5= 3x8 = 3x8= 1.5x3 I ,088 3-9-0 3-148 12-11-8 136-0 r t'LE-8 32-8 at-8 9-1-0 0-fi8 Plate Offsets(X Y)— [1:0-1-8 Edge] [3:0-1-8 Edge] [4:0-1-6 Edge] [8:0-1-8 Edge] [12:0-1-12 Edge] LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.05 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.10 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) -0.01 8 n/a n/a BCDL 5.0 Code IBC2012/71312007 (Matrix) Weight:56 Ib FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) l=34/0-6-0,8=43210-6-0,12=1008/0-3-8 Max Uplift 1=1 57(LC 4) Max Grav 1=112(LC 3),8=437(LC 4),12=1008(LC 1) _`,tONIO k> FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. e,� TOP CHORD 1-2=-21/671,2-3=15/673,3-4=0/1152,4-5=-877/0,5-6=877/0,6-7=1215/0, GO �Of 7-8=-1215/0 BOT CHORD 12-13=1114/0,11-12=440/0,10-11=0/1355 WEBS 3-12=391/0,1-13=-698/17,3-13=0/716,8-10=0/1254,7-10=252/0,6-11=-519/0, y Z N 4-11=0/1323,4-12=-922/0 NOTES- 14 49639 kr� 1)Unbalanced floor live loads have been considered for this design. O � +ISTER� 2)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to e be attached to walls at their outer ends or restrained by other means. SSIONAIG 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. 01D PRO G N F9 s/° 2 87 2PE N y �Aj OREGO OS A. HEp`�P EXPIRES:06/30/2017 December 16,2015 WARNING-verify design paramefem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ekc connectors.This design is based on 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 Ml leW 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/TPI I 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 hts CA 95610 Job Truss Truss Type Qty Ply 846143077 PL14-233 MAIN_H F04 Floor 8 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:27 2015 Page 1 I D:DckOXxdfingu?pIKW 64fdjz_Utw-CkXgO5gbTJ N4KAKsphZ9ai DAa5 WOvKE ShhU MO Ey8OvU 0-6-8 Scale=1:36.4 3x4= 1.50 3x4= 1.5x3 3x6= 3x10 = 1.5x3 3x6 FP= 1.5x3 3x4= 1.5x3 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 1.50 I 3x8= 3x8= 3x6 FP= 3x5= 3x10= 3x5= 3x4= 6-8 10-7-8 1 0 20-10-12 6-8 10-1-0 Q1-8 10-1-12 _ Plate Offsets(X Y)— [1:0-1-8 Edge] [5:0-0-0 0-0-0] [6:0-3-0 Edqe] [15:0-4-12 Edge] [16:0-1-8 Edge] [19:0-3-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.08 18-19 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.33 Vert(TL) -0.13 18-19 >956 360 BCLL 0.0 Rep Stress Incr YES W13 0.85 Horz(TL) -0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:88 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 1=440/0-6-0,16=1389/0-3-8,13=422/0-1-12 Max Grav 1=485(LC 3),16=1389(LC 1),13=474(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OCONIO j TOP CHORD 1-2=-1387/0,2-3=1387/0,3-4=1351/182,4-5=1351/182,5-6=0/1953,6-7=301/741, re��' 7-8=-302/741,8-9=302/741,9-10=1624/0,10-11=1624/0 GOS BOT CHORD 18-19=0/1677,17-18=-689/243,16-17=689/243,15-16=1925/0,14-15=269/1300, 13-14=0/1178 r7 N WEBS 6-16=-771/0,1-19=0/1432,2-19=-253/0,3-19=-304/125,3-18=-487/0,5-18=0/1310, 5-16=-1711/0,11-13=-1235/0,11-14=-52/467,9-14=0/506,9-15=-1224/0,6-15=0/1672 NOTES- � 1)Unbalanced floor live loads have been considered for this design. PQ .� 49639 � 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. �'�s ►�3I ER G�1�' 3)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to SIONAL be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. GIN FR s�0 2 QZ1� 87 2PE N rN OREGO EA A. HE��P EXPIRES:06/30/2017 December 16,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 HE 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 th-systems.see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 Citrus Hei hts CA 95610 • ti Job Truss Truss Type Qty Ply R46143078 PL14-233 MAIN H F05 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:28 2015 Page 1 ID:DckOXxdfingu?pIKVW4fdjz_Utw-hw5CbRhD EdVxyKu2N P407vm NdUtSepFbwKDvyhy8OvT 2-0-0 ,0^ j- g P—I Scale=1:33.6 1.50 1.5x3 I 3x4 = 1.5x3 11 3x4 = 1.50 4x6 = 4x5= 3x6 FP= 3x4 = 1.5x3 11 3x5= 1 2 3 4 5 6 7 8 9 10 11 12 dIIaId 2FE 19 18 17 15 14 13 3x4= 3x5= 3x6 FP— 4x6— 3x5— 3x8= 3x8= 1.50 I 9-4-4 9• 12 18812 9.1 44-488 Plate Offsets(X Y)— [6:0-2-4 Edge] [7:0-1-6 Edge] (12:0-1-8 Edge] [15:0-3-8 Edge] [16:0-1-12 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.06 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.10 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WE 0.74 Horz(TL) 0.01 16 n/a n/a BCDL 5.0 Code IBC2012/71312007 (Matrix) Weight:81 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 20=392/0-1-12,12=394/0-6-0,16=1269/0-3-8 Max Grav 20=437(LC 3),12=436(LC 4),16=1269(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 10NIO r TOP CHORD 2-3=-1393/0,3-4=1393/0,4-5=0/753,5-6=0/754,6-7=0/1689,7-8=866/297, 8-9=-866/297,9-1 O=866/297,10 11=-1210/0,11-12=-1210/0 G� C BOT CHORD 19-20=0/1067,18-19=291/955,17-18=291/955,16-17=1628/0,15-16=945/0, 1415=15/1347 co �� rd WEBS 6-16=631/0,2-20=-1118/0,2-19=-58/341,4-19=0/608,4-17=-1308/0,6-17=0/1079, — N 12-14=0/1249,11-14=252/0,10-15=646/0,7-15=0/1450,7-16=963/0 NOTES- .e�5 49639 wa 1)Unbalanced floor live loads have been considered for this design. O +� 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)20. SIT SISTER G 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 S'I(}jy�jt,11 be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. ED P R O GI NFF'S'1S �NEFR X029 870 2PE r N tN SAT GREG �cMBER HE��P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicato ity 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 ahvays 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/FPI I Quall y Criteria,DSB-89 and BCSI Bul ing 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 General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6-4-8 1 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 1 r� cr-2 c2-3 2. Truss bracing must be designed by an engineer.For 0'/16 4 wide truss spacing,individual lateral braces themselves o LBS czq may require bracing,or alternative Tor I T O d p bracing should be considered. = u 3 bye 3 b O 3. Never exceed the design loading shown and never aa° U stack materials on inadequately braced trusses. Q4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-e 7 c5-6 designer,erection supervisor,property owner and plates 0-'Ad' 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 width measured perpendicular ESR-131 1,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing 10 spacing, BEARING or less,if no ceiling is installed,unless otherwise e noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. __ 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ® 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: Building Component Safety Information, MiTek 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:Mll-7473 rev. 10/03/2015 MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-233_UPPER Fax 916/676-1909 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: R46143079 thru R46143087 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. GN-P dio 2 87022PE 9f yN �N A�Aj OREGON �,�Off~ 'O SMB E R 'kN OS A. HER�P EXP ES:06/30/ 7 December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. C MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-233 UPPER Fax 916/676-1909 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: R46143079 thru R46143087 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. �ZONIO �a5 sof w � N "6�+ 49639 w� S ONALE December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss 7ru-S-S", ype Qty Ply R46143079 PL14-233UPPER F01 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:41 2015 Page 1 ID:fROp7cJab_FzM3?rJKNH5z?mGH-oQ N7 KtrNAc850JOYedpR9foTV*B4BgGVvst5wQy8OvG 0-1-8 H1-3-0 1-2-8 1-2-0 1-3-12 1-6-0 Sca e=1:29.7 4x5= 3x4= 3x4 = 3x4= 3x4= 4x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 m 21 20 19 18 17 16 3x6 = 46= 3x5= 3x5= 3x5= 3x4= 45= 3x4= 17-fr12 17-6-12 Plate Offsets(X,Y)— [16:0-1-8,Edge] [17:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.87 Vert(LL) -0.33 17-18 >638 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.51 17-18 >407 360 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.06 15 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:83 Ib FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except BOT CHORD 2x4 DF 240OF 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 22=949/0-5-8,15=956/04-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2176/0,3-4=2176/0,4-5=3525/0,-'--6=-3525/0,6-7=-4103/0,7-8=-4103/0,8-9=3978/0,9-10=3978/0, 11fONIO j� 10-11=2683/0,11-12=2683/0,12-13=2683/0 r" BOT CHORD 21-22=0/1215,20-21=0/2941,19-20=0/3905,18-19=0/4143,17-18=0/3583,16-17=0/2683,15-16=0/1388 d, O� WEBS 11-17=0/450,12-16=-055/0,2-22=1498/0,2-21=0/1209,4-21=961/0,4-20=0/734,6-20=478/0,13-15=1648/0, 13-16=0/1601,10-18=0/532,10-17=1196/0 Co t N NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.50 MT20 unless otherwise indicated. 1-* 49639 W� 3)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to O '� IS TER be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. SSIOIVALCs p QE PROF� F S � 2 � 9 GIN ol � r 87 2PE y Aj ORE G N OS A. HS EXPIRES:06/30/2017 December 16,2015 AWARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mit-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 ANSI/TPII Quanty 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 l Job Truss Truss Type Qty Ply 846143080 PL14-233_UPPER F02 FLOOR 4 1 Job Reference o tional Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:42 2015 Page 1 ID:fRr?p7cJab_FzM3?rJKN H5z?m GH-GdxVXDs?mGyeTzkB LKghs Lim8X6w8cf8 WcfSty8OvF 1-9-0 1-9-0 1 1-7-8 1 1-8-13 2-6-0 1 1-2-Q r 2-5.J 5 1 Scale=1:37.8 1.5x3 1.5x3 13x5= 1.5x3 11 4x6 = 3x12= 1.5x3 11 3x4= 3x6 FP= 3x4 = 3x4= 1.5x3 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x4= 4x8= 3x6=3x6 FP= 3x12= 3x6= 1.5x3 II 1.5x3 I 3x4= 18-10-13 56-0 17-8-13 1 3-1 21-7-12 S6-0 12-2-13 0.7-0 -7-0 215 Plate Offsets(X Y)— [10:0-1-8 Edge] [11:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.22 15-16 >871 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.34 15-16 >572 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight:98 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat)'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 10-16,7-16,7-17,5-17,11-13:2x4 DF No.1&Btr(flat) REACTIONS. (Ib/size) 13=705/Mechaniral,21=-231/0-312,19=1893/0-3-8 Max Uplift 21=-437(LC 4) QNIO Max Grav 13=709(LC 4),21=144(LC 3),19=1893(LC 1) 01,T FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. G00 rP�O� TOP CHORD 2-3=0/1765,3-4=0/1765,4-5=0/2806,56=857/0,6-7=857/0,7-8=2398/0, 8-9=-2398/0,9-10=-2398/0,10-11=-1737/0 GO j tc1 BOT CHORD 20-21=-841/101,19-20=-2806/0,18-19=-1072/0,17-18=-1072/0,16-17=0/1926, N 15-16=0/1737,14-15=0/1737,13-14=0/1737 WEBS 11-14=0/260,4-19=905/0,2-21=-115/961,2-20=-1084/0,10-16=0/784,9-16=-346/0, 7-16=0/518,7-17=-1156/0,6-17=-268/0,517=0/2003,5-19=2002/0,11-13=1859/0, �+fJ 49639 w� 4-20=0/1464 O�+��jS,i-ERGO NOTES- ssj�IYALG 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks toP R FS be attached to walls at their outer ends or restrained by other means. VD OF 4)CAUTION,Do not erect truss backwards. ANG I N EF9 `FiO2 87 2PE 9 N N y �Aj, OREGO rye OAU~ FMBER '\N OS A. HEp'�P EXPIRES:06/30/2017 December 16,2015 ,&WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTekd connectors.This design is based only upon parameters shovm,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 MR' 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 ANSVTPll Quality Cdteda,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 R46143081 PL14-233 UPPER F03 FLOOR 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:42 2015 Page 1 ID:fRr?p7cJab FzM3?rJKNH5z?mGH-GdxVXDs?xwGyeTzkBLKghsLmp8c8wFdfBWcfStyBOvF 2$0 0-8-11 , 1-2-0 I 1-1-13 , 0}1=r Scale=1:16.6 1.50 11 3x4= 1.5x3 11 3x4= 1.5x3 11 1 2 3 4 5 3x4 = 6 12 °9 1.50= 11 10 9 8 3x6= 1.5x3 1.5x3 3x4= 3x6= 6-1-3 6-8-3 7_3__3__1 8-38 r 6-1 a a7-o 0-7-o Plate Offsets(X Yr [4'0-1-8 Edgel [5 0-1-8 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.05 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Vert(TL) -0.10 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:41 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=467/0-5-8,11=473/Mechanical FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. OHIO TOP CHORD 2-3=-1051/0,3-4=1051/0,4-5=693/0 BOT CHORD 10-11=0/898,9-10=0/693,8-9=0/693,7-8=0/693 0"4�O-' WEBS 4-9=-264/0,2-11=964/0,3-10=313/0,4-10=0/579,5-7=865/0 G NOTES- co 0� N 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. 111P49639 <ya 4)CAUTION,Do not erect truss backwards. 0 ��ISTER� GINE N F9 2 870 2PE 9� N SAT OREGO rye O�l/N AMBER 11 OS A. HE ��P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev,10/03/2015 BEFORE USE. Design valid for use only WithMTek®connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabi ity of design parameters and property incorporate this design into the overall building design. Bracing indicated k to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is atwoys required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/tPll Quality Criteria,DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 49 Job Truss Truss Type Oty R46143082 Ply PL14-233_UPPER F04 FLOOR 1 7Job rence(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industnes,Inc.Wed Dec 16 09:51:43 2015 Page 1 ID:fRr?p7cJab_FzM3?rJ KNH5z?m GH-kpVtlZsdiDOpFdYxl2rvE4usZXs_fbSoMAMC_JyBOvE 1 2801i 11-� 1_9_0 2-5-15 Scale=1:28.4 1.5x3 11 3x6= 1.5x3 11 3x4 = 1.5x3 11 3x5= 1.5x3 1 2 3 4 5 6 73x5= 8 OP 1 13 12 11 10 9 3x5 = 3x8 = 3x8= 1.5x3 1.5x3 11 3x5= 12-5-1 13-0-113-7-1 16-4-0 1 5-1 171 Q7 0 2-8-15 Plate Offsets(X Y)— [6:0-1-8 Edge) [7:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0.29 11-12 >671 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.45 11-12 >435 360 BCLL 0.0 Rep Stress Incr YES WE 0.70 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:72 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 240OF 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 240OF 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=891/0-4-0,9=891/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. TOP CHORD 2-3=-3178/0,3-4=-3178/0,4-5=3468/0,5-6=-3468/0,6-7=-2294/0 oTON10 rk BOT CHORD 13-14=0/1957,12-13=0/3626,11-12=0/2294,10-11=0/2294,9-10=0/2294 `' a�T, WEBS 6-11=375/0,7-10=0/358,2-14=2101/0,2-13=0/1310,3-13=252/0,4-13=481/0,5-12=378/0,6-12=0/1386, 7-9=-2456/0 NOTES- y N 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 "�fy 49639 w� be attached to walls at their outer ends or restrained by other means. p��� ISTER`�q ssIONALG GIN EF `rho 87 2PE yN �N �Aj OREGO ti�OWN OS A. He EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. " Design valid for use only with MITek®connectors.This design is based onlyy upon parameters shown,and k for an individual building component,not a truss system.Before use,the building designer must verify the applicabilify 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 fahncolion,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rPll Quality Cdteda,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 hts CA 95610 1 Job Truss Truss Type Qty Ply R46143083 PL14-233 UPPER F05 FLOOR 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:43 2015 Page 1 ID:fRr?p7cJab_FzM3?rJ KN H5z?m GH-kpVtlZsdiDOpFdYx12rvE4un5XgjfYBfo1M�rA�M� E C_Jy8Ov 22-6-0i 1�3 i 12 i-1-2-11I 1-&Q _i i121L� 1-2-0 r-.'� Scale=1:43.4 4x8= 3x4 3x5= 3x4 = 4x5= 3x8 FP= 3x6= 3x4= 3x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 mI I 26 25 24 23 22 21 20 19 18 17 16 3x4= 3x8 = 3x6 FP= 4x8 = 4x5 = 3x8 = 3x8 = 3x4 = 1.5x3 SP= 13b13 24-3-11 21" 12-4-13 7-0 2-11-11 6-7-3 7-0 1-1-1 11-7-0 0-7-0 Plate Offsets(X,Y)- [6:0-1-8,Edge] [13:0-1-8 Edge] [14:0-1-8 Edge] [21:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.99 Vert(LL) -0.27 22-23 >723 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.42 22-23 >475 360 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.04 20 n/a n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight:114 Ib FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (Ib/size) 16=239/Mechanical,26=775/0-3-12,20=1766/0-58 Max Uplift l6=-57(LC 3) Max Grav 16=361(LC 4),26=805(LC 3),20=1766(LC 1) pNI0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2738/0,3-4=2738/0,4-5=2595/0,5-6=-2595/0,6-7=1217/161,7-8=-1217/161, G0 W 8-9=0/2126,9-10=0/2126,10-11=0/2125,11-12=-546/608,12-13=-546/608, G1 13-14=-463/144 y �� N BOT CHORD 25-26=0/1737,24-25=0/2966,23-24=0/2966,22-23=161/1217,21-22=161/1217, - 20-21=706/0,19-20=-1271/0,18-19=-144/463,17-18=1441463,16-17=144/463 WEBS 6-22=386/0,7-21=745/0,2-26=1865/0,2-25=0/1074,3-25=-253/0,4-23=504/0, 5-23=395/0,6-23=0/1664,13-19=-569/89,12-19=308/0,11-19=0/1284,11-20=-1082/0, ".fs 449639 Ora 14-16=668/208,8-20=1798/0,8-21=0/1805 NOTES- ssIONALCs 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. (`Q� P R 4)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to �� OFFS be attached to walls at their outer ends or restrained by other means. is 5)CAUTION,Do not erect truss backwards. CC��\Gj I�NC"�NEF,9 �p29 87022PE r yN CV SAT OREG N OS A. HIS EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. Design valid for use only With MfTelog connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabi 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 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component SafetySuite 109 InformaBon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. SuiteCitrus Heights,CA 95610 4 49 Job Truss Truss TypeT:Q��y Ply 846143084 _ PL14-233UPPER F06 FLOOR 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:44 2015 Page 1 1���� �(��r��� �n.q.��� ID:fRr?p7cJab_FzM3?rJKNH5z?mGH-D?2FyvtFTXWgtn77Jm N8mHQ4nxGF05ybg5mXly8OvD [ 2-6-0 1-58 '1 l� r--"--7 fia- 1-9-0 1 1-1Q4 Scale=1:36.1 3x4 = 3x4= 4x8= 3x4= 3x6 FP= 3x4= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 �I I 24 23 22 21 20 19 18 17 16 15 14 3x4 = 3x4= 3x6 FP= 3x6 = 3x4 11 4x6= 3x6= 3x4= 4-9A 19-0-12 Z12 'J 4-1-0 0-A 71 3AA S4Y12 7-0 7-0 2-1� a7-o Plate Offsets(X Y)— [4:0-1-8 Edge] [11:0-1-8 Edge] [12:0-1-8 Edge] [23:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.12 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.53 Vert(TL) -0.19 16-17 >770 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.02 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:97 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 14=539/0-1-12,19=1443/0-3-4,24=333/0-3-12 Max Uplift 24=-1(LC 4) Max Grav 14=559(LC 4),19=1443(LC 1),24=427(LC 3) �ZONIO FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-788/331,3-4=788/331,4-5=0/976,5-6=0/976,6-7=0/703,7-8=01703, GOS �Of 8-9=-1488/0,9-10=148810,10-11=1488/0,11-12=1102/0 met G'jO BOT CHORD 23-24=104/773,22-23=-331/788,21-22=331/788,20-21=-331/788,19-20=-1481/0, C132 d 18-19=-1481/0,17-18=0/829,16-17=0/1102,15-16=0/1102,14-15=011102 _ WEBS 6-19=1406/0,2-24=830/112,2-23=-312/17,4-20=1265/0,6-20=0/864,11-17=-88/413, 10-17=-320/0,8-17=0/767,8-18=-1437/0,6-18=0/1099,12-14=1235/0 NOTES- "6 49639 w� 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. SIOIvt�I+ 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 4)Recommend 2x6 strong backs,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)CAUTION,Do not erect truss backwards. �Q PROFFS �NGI NEF9 87022P r N OR GON c°tijBER '\'� OS A. HER�P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verdy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only With MiTek®connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabi ity of design parameters and property incorporate this design into the overall be* 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 7777 Greenback Lane fabrication,storage.delivery.erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSS-89 and SCSI Building Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Hei his CA 95610 Job Truss Truss Type Qty Ply R46143085 PL14-233 UPPER F07 FLOOR 5 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:44 2015 Page 1 ID:fRr?p7cJab_FzM3?rJKN H5z?m GH-D?2FyvtFTXWgtn77Jm N8m H Q2kxDU 03Aybg5mXly8OvD 2$0 i 1-8-9 ii 1-2-0 Ii 2-5-15 1 Scale=1:28.1 1.5x3 3x6= 1.50 3x4 = 1.5x3 3x5= 1.5x3 I 1 2 3 4 5 6 73x5= 8 m m 1 13 12 11 10 9 3x5= 3x8 = 3x8= 1.5x3 11.5x3 3x5= i 12-2-9 12-39113-4-91 __ _ tfi-1-8 12-2-4 Q7-0 Q7-0 2-8-15 Plate Offsets(X,Y)— [6:0-1-8,Edge),[7:0-1-8,Eda_el LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.61 Vert(LL) -0.27 11-12 >713 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.42 11-12 >462 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012fTP12007 (Matrix) Weight:71 Ib FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 240OF 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF 240OF 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 14=88010-1-8,9=880/Mechanical FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. OHIO TOP CHORD 2-3=-3120/0,3-4=3120/0,4-5=3344/0,5-6=-3344/0,6-7=2248/0 1 > BOT CHORD 13-14=0/1929,12-13=0/3539,11-12=0/2248,10-11=0/2248,9-10=0/2248 WEBS 6-11=380/0,7-10=0/347,2-14=2070/0,2-13=0/1279,3-13=251/0,4-13=-450/0,4-12=250/65,5-12=-379/0, GQS SOF w C 6-12=0/1327,7-9=2406/0 � 0 yVA NOTES- — N 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. �+p 49639 4V� 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. Strongbacks to Off, Wks be attached to walls at their outer ends or restrained by other means. SIQN�� RO GP EFq `rlo 2 8 2PE r N �N y -'G AMBER A. HE ��P EXPIRES:06/30/2017 December 16,2015 WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev.10103/1015 BEFORE USE. Design valid for use only with Mnek©connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabi iN 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/TP11 Quality Cdfeda,DSB-89 and BCSI Building Component 7777 Greenback Lane SafetyInformation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Hei hts CA 95610 { Job Truss Truss Type Qty Ply R46143086 PL14-233_UPPER F08 FLOOR 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 is Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:45 2015 Page 1 ID:fRr?p7cJab_FzM3?rJ KN H5z?m GH-hCcdAFutEreXVxiJtTuNJVz9KLY87U b5gUrJ 3Cy8OvC G-1-8 H 13-0 _ 1-2-8 I 1-2-0 1-2-8 i 1-6r0 Sca e=1:29.5 4x5= 3x4= 3x4= 3x4 — 3x4— 4x6 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ao � 21 20 19 18 17 16 3x6= 4x6 = 3x5= 3x5= 3x5= 3x4 = 4x5 = 3x4= 17-5-8 17-5-8 Plate Offsets(X,Y)— [16:0-1-8 Edge] [17:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.88 Vert(LL) -0.32 17-18 >648 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.50 17-18 >414 360 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.06 15 n/a n/a BCDL 5.0 Code IBC2012rrP12007 (Matrix) Weight:82 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied ort-2-0 oc purlins, except BOT CHORD 2x4 OF 240OF 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 22=944/0-5-8,15=950/0-2-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2161/0,3-4=-2161/0,4-5=3494/0,5-6=-3494/0,6-7=-4058/0,7-8=4058/0,8-9=3918/0,9-10=3918/0, N10 10-11=260810, 10-11=2608/0,11-12=2608/0,12-13=2608/0 BOT CHORD 21-22=0/1207,20-21=0/2918,19-20=0/3867,18-19=0/4090,17-18=0/3515,16-17=0/2608,15-16=0/1383 OS Of WEBS 11-17=0/454,12-16=-675/0,2-22=1488/0,2-21=0/1199,4-21=952/0,4-20=0/725,6-20=-469/0,13-15=1642/0, 13-16=0/1559,10-18=0/538,10-17=1201/0 N NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. �a 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. Q ,� 49639 4)Recommend 2x6 strong backs,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. SSIartEL1 EAG 5)CAUTION,Do not erect truss backwards. G NEF9 `r�0 2 87022PE 9r yN ,CV SAT GREG N rye O<C/N eEF1 OS A. HE ��P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabi ity of design parameters and property incorporate this design into the overall No' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse With possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI 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 w Job Truss Truss Type Qty Ply R46143087 PI14-233 UPPER F09 FLOOR 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:45 2015 Page 1 I D:fRr?p7cJab_FzM3?rJ KN H5z?mGH-hCcdAFutEreXVxiJtTuNJVzD ILZM7aR5q UrJ 3CyBOvC 2-6-0 1-&n i 1-2-0 i 1-10-4 Scale=1:22.3 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 11 1.5x3 I1 1 2 3 4 5 6 3x4 = 7 e? m 1 11 10 9 8 3x4= 3x6= 3x4= 1.5x3 11 3x4= 10-1-8 9-5-0 10-&8 12-9-12 9-5-0 1 a7-0 o 7-0 l: Plate Offsets(X Y)— [6:0-1-8 Edge) [10:0-1-8 Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.22 10-11 >699 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.35 10-11 >438 360 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code IBC2012[TPI2007 (Matrix) Weight:57 Ib FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 12=698/0-2-8,8=698/0-1-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2205/0,3-4=2205/0,4-5=1457/0,5-6=-1457/0 �yTONI0 BOT CHORD 11-12=0/1478,10-11=0/2131,9-10=0/1457,8-9=0/1457 WEBS 6-9=0/258,2-12=-1586/0,2-11=0/780,4-10=-819/0,6-8=-1633/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. y — x N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. 3)Recommend 2x6 strong backs,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. Vod 49639 w� ��SIOWAL�G� P R oFFss �NGINEF9 870 2PE �r N y �Aj OREG AMBER HEp`�P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml)-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applica i1 ity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualify Criteria,DSB-89 and BCSI Building Component 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 S Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property a offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing,is always required. See BC51. 1 �r c1-2 c2-3 2. Truss bracing must be designed by an engineer.For 0'/16 4 wide truss spacing,individual lateral braces themselves a WEBe c3o may require bracing,or alternative Tor I T Oy y p bracing should be considered. u 3 3 = n O 3. Never exceed the design loading shown and never U ' U stack materials on inadequately braced trusses. 00 a_ 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate L Cb-2 s �— designer,erection supervisor,property owner and plates 0-'Ag' 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. S. 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 `Width measured perpendicular ESR-131 1,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. � 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. s not sufficient. SCSI: Building Component Safety Information, MiTek 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:Mll-7473 rev. 10/03/2015