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Plans (214) UJB S-� 5Qq�a G 7 7�, ,!EIVED DEC 2 1 20115 MiTek® .. C, f Y l�lJ {it—8 o ',.'S L.J i Y�. CNj MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 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 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. 0 PROP G N Fq `r�0 2 87022PE 9r N �N y �Aj OREGON MBEVA 11 OS 4. HER�P 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 916/676-1900 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. OTO,NIO �0$ ,p F ©gyp d �d 49639 �cts7ll 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 846143074 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 09:51:26 2015 Page 1 ID:DckOXxdfingu?pIKVT84fdjz_Utw-kYzSBlfyi?FDj01fF_2w2Ug 1 vhByAvfIS 1 kpuoyBOvV 06-8 2 tea, H a0 �&o� a�&� tale-1:34.2 1.5x3 II 1.5x3 13x4= 1.5x3 4x5 =3x4 11 4x5= 3x6 FP= 3x4= 1.5x3 I 3x5= 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 all 20 19 18 17 16 15 14 13 1.5x3 13x8= 3x8= 3x6 FP= 3x8 = 3x8= 3x8= 1.5x3 9-10.0 b8 9-0.8 1 9-1-0 E-0 a1_a Plate Offsets(X Y) (1:0-1-8 Edge] [5:0-2-5 Edge] [7:0-1-6 Edge],[12:0-1-8Edge] [15:0-3-8 Edge],[18:0-2-12Edge] 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 WB 0.74 Horz(TL) -0.01 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:81 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. (lb/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. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ,ON IO I 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=-25310,3-18=-654/0,5-18=0/1461,5-16=960/0,12-114=0/11255, 07 t 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 w� 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 O� � ISTER� 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. SIONAL 4)CAUTION,Do not erect truss backwards. F G EFIP/ o 2 87 2 r Ln �CV OREG N ti�Off~ c°iyBER \'\OS A. HS EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.1010312015 BEFORE USE. �• Design valid for use only with MTek's)connectors.This design is based on upon parameters shown,and is for an individual building component.not a truss rystem.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 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 Building Component 7777 Greenback Lane SafetyInformation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Suite 109 Citrus Heiclirts,CA 95610 A, Job TrussTruss Type Qty Ply R46143075 PL14-233_MAIN_H F02 Floor 11 TJob rence(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:26 2015 Page 1 ID:DckOXxdfingu?pIKM4fdj2_Utw-kYzSBlfyi?FDjOIfF_2w2Ug11 hByAvjlS1 kpuoy80vV 0-68 X68 H 1 2-0-0 a�&� a�&� $ rale—1:34.3 1.5x3 1.5x3 3x4= 1.5x3 4x5 = 3x4 11 4x5 = 3x6 FP= 3x4= 1.5x3 3x5= 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 1.5x3 13x8= 3x8= 3x6 FP= 3x8= 3x8= 3x8= 1.5x3 11 9-10-8 88 i 9-1-0 Plate Offsets(X,Y)— [1:0-1-8,Edge1,[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 WB 0.74 Horz(TL) -0.01 12 n/a n/a BCDL 5.0 Code IBC2012/7PI2007 (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) 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. �yT()NI0 p, 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, 7-8=-880/315,8-9=880/315,9-10=880/315,10-11=1216/0,11-12=1216/0 OS O� BOT CHORD 18-19=29/1356,17-18=953/0,16-17=953/0,1516=-948/0,14-15=27/1357 WEBS 1-19=0/1255,2-19=-253/0,3-18=-646/0,518=0/1454,5-16=987/0,12-14=0/1255, 0!:? O� tri 11-14=252/0,10-15=-647/0,7-15=0/1450,7-16=-990/0 — N NOTES- 1)Unbalanced floor live loads have been considered for this design. 41639 sya 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. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ssIpNALG 4)CAUTION,Do not erect truss backwards. G N Fq `r�0 2 870 2P r N SAT )REGO 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.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building componentnot 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 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 Hel hts CA 95610 Job Truss Truss Type Qty Ply 846143076 PL14-233_MAIN_H F03 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:27 2015 Page 1 ID:DckOXxdfingu?pl KWo4fdjz_Utw-CkXgO5gbTJ N4KAKsphZ9aiDD 15XBvNOShhUMOEy8OvU 0-6-8 2-0-0 , o-r 10-0 _i I 0-8-8 o-s-a� Scal'e=123.4 1.5x3 I 3x5= 4x5= 1.5x3 3x4= 1.5x3 I 3x5= 1 3x4= 2 3 4 5 6 7 8 IdIb 14 13 11 10 9 1.5x3 3x6= 3x5= 3x8 = 3x8= 1.5x3 10-8.8 3-9-0 3148 12-11-8 13:6-0 0-6-8 3-2-8 Q1-8 9-1-0 0-E-a Plate Offsets(X Y)— [1:0-1-8 Edgel [3:0-1-8 Edge] [4:0-1-6Edge] [8:0-1-8 Edge] [12:0-1-12 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 0.29 Vert(LL) -0.05 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.101x11 >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 IBC2012frP12007 (Matrix) Weight:56 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.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=34/0-6-0,8=432/0-6-0,12=1008/0-3-8 Max Uplift 1=157(LC 4) Max Grav 1=112(LC 3),8=437(LC 4),12=1008(LC 1) �es;'vwIO FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. +� 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 wOF 7-8=-1215/0 BOT CHORD 12-13=1114/0,11-12=-440/0,10-11=0/1355 GO 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, N 4-11=0/1323,4-12=922/0 NOTES- 9 .e� 49639 <{r� 1)Unbalanced floor live loads have been considered for this design. O � IST 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"XT')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. sstONALCs 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. RO G P FFq `s�o 87 2PE N N OREGO 9� ER 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.10/0312015 BEFORE USE. Design valid for use only with Mi-Tek15 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 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 truss systems.seeANSI/TPII Quality Criteria,DSB•89 and 8C51 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 Qty Ply R46143077 PI -233_MAIN_H F04 Floor 8 1 Job Truss Truss Type FJIbeference o tional Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:27 2015 Pagge 1 I D:DckOXxdfingu?pIKW64fdjz_Utw-CkXgO5gbTJN4KAKsphZ9aiDAa5WOvKEShhU MQEy80VU 0-6-8 H[ 2-0.0 1-8-8 1i Scale=1:36.4 3x4= 1.5x3 3x4= 1.5x3 3x6= 3x10 = 1.5x3 3x6 FP= 1.5x3 3x4= 1.5x3 I 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 T. Ib 20 19 18 17 16 15 14 13 1.5x3 I 3x8 = 3x8= 3x6 FP= 3x5= 3x10= 3x5= 3x4= s a 10.7-8 10 0 20-10-12 s B 10-1-0 0-1-6 10-1-12 Plate Offsets(X,Y)— [1:0-1-8,Edge],[5:0-0-0,0-0-0],[6:0-3-0,Edge], 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/deft 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 WB 0.85 Horz(TL) -0.01 13 n/a n/a BCDL 5.0 Code IBC201217PI2007 (Matrix) Weight:88 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) 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. _rl,T ONIO 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, 7-8=-302/741,8-9=302/741,9-10=-1624/0,10-11=1624/0 0 BOT CHORD 18-19=0/1677,17-18=689/243,16-17=-689/243,15-16=1925/0,14-15=269/1300, C3 13-14=0/1178 C=1 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, — tv 516=1711/0,11-13=-1235/0,11-14=-52/467,9-14=0/506,9-15=1224/0,6-15=0/1672 NOTES- +fl 49639 4y� 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. �s 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 4)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. 1,D PRO G NEF9 s�o 2 87 2PE 9 yN �N �_t , OREGO ti�OWN 9�, FMBER 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.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 NN, 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 ANSIAPII Qualfty 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 y r Job Truss Truss Type Qty Ply 846143078 PL14-233 MAIN H FOS 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?pIKN54fdjz_Utw-hw5CbRhDEdVxyKu2N P407vm NdUISepFbwKDvyhy8OvT Scale=1:33.6 1.5x3 1.5x3 I 3x4 = 1.5x3 11 3x4= 1.5x3 11 4x6 = 4x5= 3x6 FP= 3x4 = 1.5x3 11 3x5= 1 2 3 4 5 6 7 8 9 10 11 12 �I6. IdIb 2 19 18 17 15 14 13 3x4= 3x5— 3x6 FP— 4x6— 3x5— 3x8— 3x8= 1.5x3 9-512 18-6-12 n-1-9 41-n nA8 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/deft 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 WB 0.74 Horz(TL) 0.01 16 n/a n/a BCDL 5.0 Code IBC2012/7PI2007 (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. 'I'1'ONIO IU. 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, F. 8-9=-866/297,9-10=866/297,10-11=1210/0,11-12=-1210/0 os OF W�y��q, BOT CHORD 19-20=0/1067,18-19=291/955,17-18=291/955,16-17=1628/0,15-16=-945/0, 14-15=-15/1347 C-2 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, 12-14=0/1249,11-14=-252/0,10-15=-646/0,7-15=0/1450,7-16=-963/0 NOTES- 49639 tq 1)Unbalanced floor live loads have been considered for this design. +gyp_ 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)20. O��S IftV 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. SINAL 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. RO GI FFq 19 2 870 2PE 79 N �tV OREG rye Off~ 9� FMBER �1 HE��P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verfly 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 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/TPI1 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 y Symbols y 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 BCSI. 1 �� c1-2 c2-3h-6 2. Truss bracing must be designed by an engineer.For �'/16 wide truss spacing,individual lateral braces themselves o WEBS may require bracing,or alternative Tor I T O bracing should be considered. u !� 3 �s� �= O 3. Never exceed the design loading shown and never a- U stack materials on inadequately braced trusses. OIO 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate '� 67 — designer,erection supervisor,property owner and Plates 0-'4a' 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 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTekO 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/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood TfU55 Construction. is pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. a BCSI: Building Component Safety Information, MiTe 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 9161676-1900 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. ROFe GP-P s�o 2 87022PE -9r N �N yASAT OREGON 'C AMBER 11 4. HE��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. • MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 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. 4TONIO aS of was�'�►. N .a 49639 X, ONALti 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. �Jo Truss Truss Type Qty Ply 846143079 4-233_UPPER FO1 FLOOR 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:412015 Page 1 ID:fRRp7cJab_FzM3?rJKN H5z?mGH-OQN7 KtrNAc850JOYedpR9foTWkB4BgGVvst5wQy8OvG 0-1-8 H 1-3-0 I , 1-2-8 , 1-2-0 i 1-3-12 i 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 = 4x6= 3x5= 3x5= 3x5= 3x4= 4x5= 3x4 = 17-&12 17-&12 Plate Offsets(X Y)— [16:0-1-8 Edae] [17:0-1-8 Edae1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.87 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 HGrz(TL) 0.06 15 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:83 Ib FT=O%F,O%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=956/0-4-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ONIO TOP CHORD 2-3=-2176/0,3-4=2176/0,4-5=3525/0,5-6=-3525/0,6-7=4103/0,7-8= �4103/0,8-9=3978/0,9-10=3978/0, ,,�1� , 10-11=2683/0,11-12=2683/0,12-13=2683/0 rW. 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 GOS �Of WEBS 11-17=0/450,12-16=-655/0,2-22=1498/0,2-21=0/1209,4-21=961/0,4-20=0/734,6-20=-478/0,13-15=1648/0, rY��O 13-16=0/1601,10-18=0/532,10-17=1196/0 NOTES- [�1 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. �+f� 4963wa 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� � +IST 9 9 be attached to walls at their outer ends or restrained by other means. �s G 4)CAUTION,Do not erect truss backwards. SIp � GNtF o 2 87 2 9r yN N �Aj OREG N OS A. HER�P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MTek�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 is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI I Quality Crfterla,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Informa8on available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Suite tog Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply R46143080 PL14-233_UPPER F02 FLOOR 4 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?rJ KNH5z?m GH-GdxVXDs?xwGyeTzkBLKghsLim8X6w8cf8WCfSty8OvF r 1-9-0 1-9-0 i 11-7-8 i 1-8-13 2-&0 i 1-2-02 5-15 Scale=1:37.8 1.5x3 1.5x3 11 3x5 = 1.5x3 11 4x6= 3x12= 1.5x3 i 3x4= 3x6 FP= 3x4 = 3x4= 1.5x3 1 2 3 4 5 6 7 8 9 10 11 12 �I Im 21 20 19 18 17 16 15 14 13 3x4= 4x8= 3x6=3x6 FP= 3x12= 3x6= 1.5x3 11 1.5x3 11 3x4= 18-10-13 5-" 17-8-13 18-3-13 2-1 7-12 5£ 0. -0 12-2-13 7-0 -7-0 2815 Plate Offsets(X,Y)— [10:0-1-8,Edge],[11:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft 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 IBC2012rrP12007 (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 NoA&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/Mechanical,21=-231/0-3-12,19=1893/0-3-8 Max Uplift 21=437(LC 4) QNIp Max Grav 13=709(LC 4),21=144(LC 3),19=1893(LC 1) _11't W� A� FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. GO [e�``'Of TOP CHORD 2-3=0/1765,3-4=0/1765,4-5=0/2806,5-6=857/0,6-7=-857/0,7-8=-2398/0, 8-9=-2398/0,9-10=-2398/0,10-11=1737/0 rd 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=01784,9-16=-346/0, 7-16=0/518,7-17=1156/0,6-17=-268/0,5-17=0/2003,5-19=2002/0,11-13=-1859/0, 1.6 4-20=0/1464 �� 49639 q, A�, �►ISTER �' NOTES- aS''S+IQ VAL. 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 to be attached to walls at their outer ends or restrained by other means. ���D P R OFFS1 4)CAUTION,Do not erect truss backwards. �NGINEF9 5,02 Q7 87 2PE 9 N � OREGO ti5z, AMBER OS A. He EXPIRES:06/30/2017 December 16,2015 A WARNING-Verffy 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 4 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/rPll Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna.VA 22314. Suite 109 Citrus Heights,CA 95610 1 Job Truss �Tmuss"Type Qty Ply R46143081 PL14-233 uPPER F03 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 i ID:fRr?p7cJab_FzM3?rJ KN H5z?mGH-GdxVXDs?xwGyeTzkBLKghsLm p8c8wFdf8 WcfSty8OvF 9-6-0 0-8-111-2-0 � 1-1-13 0" Scale=1:16.6 1.5x3 I 3x4= 1.50 11 3x4= 1.5x3 11 1 2 3 4 5 3x4 = 6 12 m 1.5x3= 11 10 9 8 3x6 = 1.5x3 II 1.5x3 3x4= 3x6= 6-1-3 rs8-3 7-330.7-0 8-9-8 6-1-3 f1-7-0 1-&5 Plate Offsets(X,Y�— [4:0-1-8,Edge] [5:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 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,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(fW) 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.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1051/0,3-4=1051/0,4-5=693/0 jyQONI0 BOT CHORD 10-11=0/898,9-10=0/693,8-9=0/693,7-8=0/693 WEBS 4-9=-264/0,2-11=964/0,3-10=313/0,4-10=0/579,5-7=865/0 G0, NOTES- h� O d 1)Unbalanced floor live loads have been considered for this design. y x N 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. � wa 4)CAUTION,Do not erect truss backwards. �� +Q ,•p 49639 9 ,SSIONAL�G� GIN s�o 2 QZ.� 870 2PE 9r N OREGO rj�OWN cc�'jBER �1 P O `s A. He EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev.10103/2015 BEFORE USE. Design valid for use only with M[Tek®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 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 passible 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 BCS]Bullding 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 Qty77' R46143082 PI -233 UPPER F04 FLOOR 1 ob Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Wed Dec 16 09:51:43 2015 Page 1 ID:fRRp7cJab_FzM3?rJ KNH5z?m GH-kpVtlZsdi DOpfdYxl2rvE4usZXs_fbSoMAMC_Jy8OvE 1 2-6-0 �__ 111 _ _� 1-2-0 i 2-5-15 Scale=1:28.4 1.5x3 3x6= 1.5x3 3x4 = 1.50 3x5= 1.50 1 2 3 4 5 6 73x5= 8 m m 1 13 12 11 10 9 3x5= 3x8 = 3x8= 1.5x3 1.5x3 3x5= 12-5-1 113-41113-7-11 16-4-0 12-5-1 X47-01472-8-1s 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 WB 0.70 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:72 Ib FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF 240OF 2.0E(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 OF 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 forces 250(lb)or less except when shown. RNID p TOP CHORD 2-3=-3178/0,3-4=3178/0,4-5=3468/0,5-6=-3468/0,6-7=2294/0 I � BOT CHORD 13-14=0/1957,12-13=0/3626,11-12=0/2294,10-11=0/2294,9-10=0/2294 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, GOS SOF W 7-9=-2456/0 NOTES- 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 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 "��y 49639 Qr� be attached to walls at their outer ends or restrained by other means. 0r{�(> ssIONALG 2 87 2PE 9 N ,N OREGO AMBER �1 OS A. HEp'�P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/1015 BEFORE USE. �� Design valid for use only with Marek®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 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 Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA 95610 .e Vob Truss Truss Type Qty Ply 846143083 233UPPER FOS FLOOR 10 1 Job Reference(optional) Pack 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_?r_J,KI NIH5z?mGH-kpVtlZsdiDOpFdYx12rvE4un5XgjfY80MfA�M�C_Jy8OvE 0- 1-1t 1 ���1-2-0r--1{1-2-1T� I�1, P:1� Scale=1:43.4 4x8= 3x4 3x5 = 3x4 = 4x5= 3x6 FP= 3x6 = 3x4= 3x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 �I Im 26 25 24 23 22 21 20 19 18 17 16 3x4 = 3x8 = 3x6 FP= 48 = 45 = 3x8 = 3x8 = 3x4 = 1.5x3 SP= 13-6-13 24-3-11 12113 7-0 2-11-11 G7-3 -7-0 1-1-1 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 floc) I/defl 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 WE 0.92 Horz(TL) 0.04 20 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:114 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 OF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 OF Stud/Std(flat) REACTIONS. (Ib/size) 16=239/Mechanical,26=775/0-3-12,20=1766/0-5-8 Max Uplift 16=-57(LC 3) Max Grav 16=361(LC 4),26=805(LC 3),20=1766(LC 1) - O� �10'�" FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2738/0,3-4-2738/0,4-5-2595/0,56=-2595/0,6-7-1217/161,7-8=-1217/161, 8-9=0/2126,9-10=0/2126,10-11=0/2125,11-12=-546/608,12-13=-546/608, 13-14=463/144 tf1 BOT CHORD 25-26=0/1737,24-25=0/2966,23-24=0/2966,22-23=-161/1217,21-22=161/1217, N 20-21=706/0,19-20=-1271/0,18-19=-144/463,17-18=-144/463,16-17=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, 523=395/0,6-23=0/1664,13-19=-569/89,12-19=-308/0,11-19=0/1284,11-20=-1082/0, � 115 14-16=-668/208,8-20=1798/0,8-21=0/1805 +I' 6Ry� W NOTES- �sSjQl'1AIL G 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. 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 Q P R Or be attached to walls at their outer ends or restrained by other means. GINE 9 cS'j0 5)CAUTION,Do not erect truss backwards. N F 2 87022PE 9r U) y �Aj IDREG N -EF( '\^ �O OS A. HIs 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 MTek,5 connectors.This design is based onupon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicobi ity of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/orchord 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/TPil 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 r rJob Truss Truss Type Qty Ply R46143084 14-233 UPPER F06 FLOOR 3 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 ID:fRr?p7cJab_FzM3?rJKN H5z?mGH-D?2FyvtFTXWgtn77Jm N8m H Q4nxG F05ybg5m Xly80vD 2� -6� 1-5-8 !120 0-10. Pag F_129 1 1-10.4 , 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 Im 24 23 22 21 20 19 18 17 16 15 14 3x4= 3x4= 3x6 FP= 3x6 = 3x4 11 4x6= 3x6= 3x4 = 4-9-8 19312 12 8312 -7-0 7-0 2-1-4 Plate Offsets(X Yr [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 OF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No.1&Btr(flat) end verticals. WEBS 2x4 OF 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) VONIO FORCES. (lb)-Max.Comp./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=0/703, G0 tVOF,W 8-9=-1488/0,9-10=-1488/0,10-11=1488/0,11-12=1102/0 BOT CHORD 23-24=-104/773,22-23=331/788,21-22=-331/788,20-21=-331/788,19-20=1481/0, Gj j N 18-19=-148110,17-18=01829,16-17=0/1102,15-16=0/1102,14-15=0/1102 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- SPD 49639 tt7a 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. SSIdNALEl'lf� 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 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. Strong backs to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. PRO �Fsd' �NGI NEFR 01 10 87022P r N y �Aj OR GON c�MQE \ R '1 OS A. He EXPIRES:06/30/2017 December 16,2015 AWARNING-Veri(y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/0312015 BEFORE USE. Design valid for use only Wth 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 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane 09 Safety Information ovailnhle frnm Tniss Plate Institute.218 N_Lee Street Suite 312,Alexandria.VA 22314. Suite 1 Citrus Heights,CA 95610 Fob Truss Truss Type Qty Ply 846143085 233UPPER F07 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Well Dec 16 09:51:44 2015 Page 1 ID:fRr?p7cJab_FzM3?rJ KNH5z?mGH-D?2FyvtFTXWgtn77Jm N8mHQ2kxDU03Aybg5mXly8OvD 2=6=0 1 1-8-9 1-2-0 1 r 2-5-15 Scale=1:28.1 1.5x3 3x6= 1.5x3 3x4 = 1.5x3 3x5 = 1.5x3 II 1 2 3 4 5 6 73x5= 8 1 13 12 11 10 9 3x5= 3x8= 3x8= 1.5x3 1.5x3 11 3x5= 1 12-2-9 112-9-913-4-9 i _ 1E-1- 0-7- 8 12-2-9 0 0-7-0 2-&15 1 Plate Offsets(X Y)— [6:0-1-8 Edge] [7:0-1-8 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d 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 IBC2012/TPI2007 (Matrix) Weight:71 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=880/0-1-8,9=880/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3120/0,3-4=-3120/0,4-5=3344/0,5-6=-3344/0,6-7=-2248/0 �yl3NI0 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, GAS 6-12=0/1327,7-9=-2406/0 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. "a.644� 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 0� Q63 9 be attached to walls at their outer ends or restrained by other means. sSIOIVAL��G GINE 2 QZ 8 2PE 9r N _Z1 �'0 OREGO ti�OWN ,pC, AMBER �1 OS A. HEp`�P EXPIRES:06/30/2017 December 16,2015 ,&WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M*7473 rev.1010312015 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 �e 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 ANSI/TPIT Quoit Criteria,DSB-89 and SCSI Building Heights,CA 95610 ding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Job �FOB ��FLO®RT ype Qty Ply 846143086 PI-14-233-UPPER 2 1 Job Reference(optional) Pacific Lumber&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?rJKN H5z?m GH-hCcdAFutEreXVxiJtTuNJ VzgKLY87Ub5q UrJ3Cy8OvC 0-1-8 H 1 1-3-0 1-2-8 i 1-2-0 1-2-8 1 1-6-0 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 m m 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 TOLL 40.0 Plates Increase 1.00 TO 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 BOLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.06 15 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:82 Ib FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF 240OF 2.0E(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. _"O 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, 'T 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 WEBS 11-17=0/454,12-16=-675/0,2-22=-148810,2-21=0/1 199,4-21=-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. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. "0$ 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. s'SjONAL �' 5)CAUTION,Do not erect truss backwards. 2 CC 87022PE r N ,CV OREG N ti�O<UN 'AO AMBER OS A. HEp`�P EXPIRES:06/30/2017 December 16,2015 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 MTeON)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 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 R46143087 PI-14-2321-UPPER F09 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:51:45 2015 Page 1 ID:fRr?p7cJab_FzM3?rJ KNH5z?mGH-hCcdAFutEreXVxiJtTuNJVzDILZM7aR5gUrJ3Cy80vC 2-6-n i 1-8-0 1-2-0� 1-10-4 Scale=1:22.3 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 6 3x4= 7 � m 1 11 10 9 8 3x4= 3x6= 3x4= 1.5x3 11 3x4= 10.1-8 9-5-0 10-8-8 12-9-12 9-5-0 0.1 0.7-0 0.7-0 14 Plate Offsets(X Y)— [6:0-1-8 Edge) f10:0-1-8,E gel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 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/TP12007 (Matrix) Weight:57 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 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=-1457/0SIONI0 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- !. O 02 1)Unbalanced floor live loads have been considered for this design. N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. 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. 49639 k7a �sSI�NAL��� P G EF9 cS/� 2 870 2PE 9r N rN OREG ti�Opti EN OS A. HER�P EXPIRES:06/30/2017 December 16,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-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 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI]Quality Criteria,DSB-89 and BCS]Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 c Symbols Numbering System AL 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 IF 1 Dimensions are in ft-in-sixteenths. LLJINI Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing,TOP CHORDS dia 9 g,is always required. See BCSI. 01 �� C1-2 C2-32. Truss bracing must be designed by an engineer.For '/16 4 wide truss spacing,individual lateral braces themselves o WEBS coo-b may require bracing,or alternative Tor I T O p p bracing should be considered. 3 b O 3. Never exceed the design loading shown and never a- U stack materials on inadequately braced trusses. � C7-8 C6- C5 U 4. Provide copies of this truss design to the building 7 For 4 x 2 orientation,locate F— designer,erection supervisor,property owner and plates 0-'n6' 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-E$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 rel on lumber values 14.Bottom chords require lateral bracing of 10 ft.spacing, BEARING g y otherwise or less,if no ceiling is installed,unless 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/TPII: 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:MII-7473 rev. 10/03/2015