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Plans (12) r //45.70/.5"-- 0o2-2S--- ..•• I C-' 14rw 6-77N Milek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-234 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: R46143102 thru R46143106 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. <0 04GINEk- z2 tf 87022PE c•-• (1,cc N y �Aj, OREGON q,�O/ AMBER .\\ OS A. HES' • :.1I f 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. lot MiTek" MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-234 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: R46143102 thru R46143106 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. IOfF°ç ,!. I4' `-e4,,49639,0 Ari crsgC S'S / v I 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. M 111 Job Truss Truss Type Qty Ply R46143102 PL14-234_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 09:52:32 2015 Page 1 I D:DckOXxdfingu?plKW54fdjz_Utw-pEy01 JSM9HZse9oL7rEOj P PJFIj Oel?OeljlCzy8OuT 0-6-8 H I 2-0.0 I —I 10-8-8 I s =1:34.2 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 4x5 =3x4 II 4x5= 3x6 FP= 3x4= 1.5x3 II 3x5= 3x5= 1 2 3 4 5 6 7 8 9 10 11 12 — a-- .' it E. 20 19 18 17 16 15 14 13 1.5x3 II 3x8= 3x8= 3x6 FP= 3x8= 3x8= 308= 1.5x3 I I pp 9-10-0 'Ofs81 -81 9-0-8 0- 19-1-08-11-0 -8 0.1-8 Plate Offsets(X,Y)— [1:0-1-8,Edge],[5:0-2-5,Edge],[7:0-1-6,Edge],[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) 1/deft Ud 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 lb 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. (lb/size) 1=391/0-6-0,16=1276/0-3-8,12=394/0-6-0 Max Gray 1=436(LC 3),16=1276(LC 1),12=438(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1..NATONIO 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 0% OV ASj'���T, t'4 BOT CHORD 18-19=-35/1342,17-18=984/0,16-17=984/0,15-16=-938/0,14-15=22/1358 G �'S p 6'> WEBS 1-19=0/1248,2-19=-253/0,3-18=-654/0,5-18=0/1461,5-16=-960/0,12-14=0/1255, ti •eg .'. O� C) 11-14=-252/0,10-15=-645/0,7-15=0/1448,7-16=-992/0c. ts] NOTES- �r 1)Unbalanced floor live loads have been considered for this design. .0 ik. fi 49639 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 5 4 �g� 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. .4„ SSIONALV h 4)CAUTION,Do not erect truss backwards. R <���NG P EF s_o 4.44 2 87022PE 9� N VRN cv tz.r � `S A. HEC't EXPIRES:06/30/2017 December 16,2015 4 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 Mifeke 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 bucking 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/IPI1 Quality Criteria,D5B-89 and BC51 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 r# Job Truss Truss Type Qty Ply R46143103 PL14-234_MAIN_H F02 Floor 11 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:52:33 2015 Page 1 ID:DckOXxdfingu?pIKVV64fdjz_Utw-HRWnEtT wbhjFJMYhYIdGdyU7h2dNCJ9syTrkPy8OuS 0-6-8 1 II 2-0-00-8-8 0-8-8 8 �J' tale=1:34.3 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 4x5= 3x4 II 4x5= 3x6 FP= 3x4= 1.5x3 II 3x5= 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 _ � .w.�� wi,z w� �w�a I,Ithd 20 19 18 17 16 15 14 13 1.5x3 II 3x8= 3x8= 3x6 FP= 3x8= 3x8= 3x8= 1.5x3 II 9-10-8 Q9-7-8-6-81 9-1-0 61/ 8-11-8 't 19-1-0 9-6-01 0-8-8 0-1-8 Plate Offsets(X,Y)— [1:0-1-8,Edge],[5:0-2-7,Edge],[7:0-1-6,Edqe],[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) 1/deft 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/TP12007 (Matrix) Weight:81 lb 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. (lb/size) 1=393/0-6-0,16=1279/0-3-8,12=393/0-6-0 Max Gray 1=438(LC 3),16=1279(LC 1),12=438(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TONIO 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, 0% o vyas 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=-953/0,16-17=-953/0,15-16=-948/0,14-15=-27/1357Q't� 1/ � r!, Cl 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, y F a `'t 1 N 11-14=-252/0,10-15=-647/0,7-15=0/1450,7-16=-990/0 -: NOTES- 1)Unbalanced floor live loads have been considered for this design. rdi 49639 / 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 0� „it, ►IS-ea be attached to walls at their outer ends or restrained by other means. 'z'�s 11G 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. I NAL.. 4)CAUTION,Do not erect truss backwards. �, .D PROFFS �r<0 0NGIINEF9 djo29 87 2P f yN -, N �4) OREG N rye 0U 9Or, BER 11 Q\-\ S A. HeCk EXPIRES:06/30/2017 December 16,2015 4 4 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev.10/03/2015 BEFORE USE. 111111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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. Suites Heights,CA 95610 it Job Truss Truss Type Qty Ply R46143104 PL14-234_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 09:52:33 2015 Page 1 ID:DckOXxdfingu?pIKN,54fdjz_Utw-HRWnEfT wbhJFJMYhYIdGdyvNh2dNDM9syTrkpy80uS kI 0-6-8 I I I 2-0-0 0-10-0 0-8-8 10-6-8 I Scale=1:23.4 1.5x3 3x5= 4x5= 1.5x3 II 3x4= 1.5x3 II 3x5= 13x4= 2 3 4 5 6 7 8 �. " v — = -= I' a 14 13 1' 11 10 9 1.5x3 II 3x6= 3x5= 3x8 = 3x8= 1.5x3 I I 1 0-6-8 I 3-9-0 3-19-8 -8 12-11-8113-6-0 0-6-8 3-2-8 0-1-8 9-1-0 0_6_8 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(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) -0.10 10-11 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.67 Horz(TL) -0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:56 lb 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. (lb/size) 1=-34/0-6-0,8=432/0-6-0,12=1008/0-3-8 Max Uplift 1=-157(LC 4) Max Gray 1=112(LC 3),8=437(LC 4),12=1008(LC 1) t$VOHIO . 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, O, O''�'� 7-8=-1215/0 BOT CHORD 12-13=-1114/0,11-12=-440/0,10-11=0/1355 G F:7 f - �0 d 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, 1 I. x N 4-11=0/1323,4-12=-922/0 •\ ;,_"r NOTES- � 474. f+ 963,/ 1)Unbalanced floor live loads have been considered for this design. grO 5 S ISTER" 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 s be attached to walls at their outer ends or restrained by other means. 'VON 1,V7 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. << O PROFFss ��co �NGINEF- o 444 8 • 2PE r ycP �N � iv Aj, OREGO ti5) 4/ -P �'�BER \'` o �S A. HE-Ck EXPIRES:06/30/2017 December 16,2015 t I mn WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/1015 BEFORE USE. " Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building coponent,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 bucking 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/rPll Quality Criteria,1358-89 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 ill Job Truss Truss Type Qty Ply R46143105 PL14-234_MAIN_H F04 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:52:34 2015 Page 1 ID:DckOXxdfingu?pIKW64fdjz_Utw-Id49S?UchugatTxkEGGsogVdg5N36dpJ5cCPHsy8OuR 0-6-8 I—I I 2-0-0 1 1-8-8 1-7-12 Scale=1:36.4 3x4= 1.5x3 II 3x4= 1.5x3 II 3x6= 3x10 = 1.5x3 II 3x6 FP= 1.5x3 II 3x4= 1.5x3 II 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 ".°.-°'"'". .".'."...- �_ �-� .� 11' 20 19 18 17 16 15 14 13 1.5x3 II 3x8= 3x8= 3x6 FP= 3x5= 3x10= 3x5= 3x4= 9-fi-81 10-7-8 10t0 20-10-12 I 6-8 0-1-0 0-1-8 Plate Offsets(X,Y)— [1:0-1-8,Edge],[5:0-0-0,0-0- 10 1 12 0],[6:0-3-0,Edge],[15:0-4-12,Edgel,[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 IBC2012/TP12007 (Matrix) Weight:88 lb 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. (lb/size) 1=440/0-6-0,16=1389/0-3-8,13=422/0-1-12 Max Gray 1=485(LC 3),16=1389(LC 1),13=474(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 01ONIO 146, 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, O�j � , f p, 7-8=-302/741,8-9=-302/741,9-10=-1624/0,10-11=-1624/0 -W BOT CHORD 18-19=0/1677,17-18=-689/243,16-17=-689/243,15-16=-1925/0,14-15=-269/1300, G �,Lt4 G� 13-14=0/1178 r7 i` 0,4 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, N 5-16=-1711/0,11-13=-1235/0,11-14=-52/467,9-14=0/506,9-15=-1224/0,6-15=0/1672 %14. , NOTES- �� \ '9639�kp 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)13. , - 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 sSIONA.I.; 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. ��CO' Gli NE .,,, EF9 R OFe, sir 2 �� 87022P• �� . � N y �Aj, OR GON (5 04v AO AMBER 1\ pS A. HEC"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. ill le Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must 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 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 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 R46143106 PL14-234_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 09:52:34 2015 Page 1 ID:DckOXxdfingu?pIKVV64fdjz_Utw-Id49S?UchugatTxkEGGsogVfz5Ou6faJ5cCPHsy8OuR 1 2-0-0 1 10-10-41 F¢&8Hg f'- I Scale=1:33.6 1.5x3 II 1.5x3 II 3x4 = 1.5x3 I I 3x4 = 1.5x3 II 4x6= 4x5= 3x6 FP= 3x4 = 1.5x3 I I 3x5= 1 2 3 4 5 6 7 8 9 10 11 12 �I ---.v >-_ Itii Y�. Y�LL-Y e 1 Ne a. ^ d 2 19 18 17 15 14 13 3x4= 3x5= 3x6 FP= 4x6= 3x5= 3x8= 3x8= 1.5x3 II I 9-4-4 9-112 18-6-12 19-11 9-4-4 (1-1-8 9-1-0 b-Fi8 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) 1/deft Lid 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 BOLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.01 16 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:81 lb 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. (lb/size) 20=392/0-1-12,12=394/0-6-0,16=1269/0-3-8 Max Gray 20=437(LC 3),12=436(LC 4),16=1269(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. t..4-TONIO 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=-866/297,9-10=-866/297,10-11=-1210/0,11-12=-1210/0 I BOT CHORD 19-20=0/1067,18-19=291/955,17-18=-291/955,1617=-1628/0,15-16=-945/0, T� , "G> 14-15=-15/1347 !„ t .; 5,4 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 Ita NOTES- V r 49639c1 1)Unbalanced floor live loads have been considered for this design. w� 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)20. O��� T �~ 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'j(1jt��L146 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. <��Eo P R pFFss ��co NGI N4. �O 870 2PE fit' yN /N �'oj, OREGON ct� <Ui 9c, FMBER \\ NO ' 4.. HEC)% EXPIRES:06/30/2017 December 16,2015 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mil. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking 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/IP11 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Propert 3 " jointunless Center plate on x,y 6-4-8 dimensions shown in ft-in-sixteenths p y 1 /4I I (Drawings not to scale( offsets are indicated. Damage or Personal Injury MilDimensions are in ft-in-sixteenths. 11%46, 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,is always required. See SCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For Q-1/16" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I bracing should be considered. _ O 3. Never exceed the design loading shown and never 1111.40, U U stack materials on inadequately braced trusses. o_ O a_ 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 c6-7 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. g 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 exceed 19% moisture content of fabrication. lumber 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 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that it 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. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. iMINN O reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. �_ .. 6 18.Use of green or treated lumber may pose unacceptable p_ environmental,health or performance risks.Consult with project engineer before use. Industry Standards: WI 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 is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, I\1IiTel(0 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 lot MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-234 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: R46143107 thru R46143115 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. ,vkGI N .,, d/0 87022PE 9r t �N N Aj, OREGON r`,3 Off' Lb 'MBER �1 �S A. HET' E •I•E : I./ 0/ of 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. e MiTeke MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL 14-234 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: R46143107 thru R46143115 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. 01ONIO Oe* of wAs 49639w� �''crsTEg ' >e' � a ss !A.„, .41 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. 4. Job Truss Truss Type Qty Ply PL14-234_UPPER F01 FLOOR R46143107 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 0952:48 2015 Page 1 ID:fRr?p7cJab_FzM3?rJ KNHSz?mGH-LJwSOnf00CabycOQ3C W8Mn4wck21NzrNJnc8m2y80uD 0-1-8 H I 1-3-0 I 1-2-8 II 1-2-0 I I 1-3-12 I 1-6-0 Scale=1:29.7 4x5= 3x4= 3x4= 3x4= 3x4= 4x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 o 0 \ / 10000/.:N.o o7. o o o \‘-: m • . 21 20 19 18 17 16 3x6 = 4x6= 3x5= 3x5= 3x5= 3x4= 4x5= 3x4=- I I 17-6-12 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) 1/deft Lid 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 Ina YES WB 0.81 Horz(TL) 0.06 15 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:83 lb FT=0%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 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=949/0-5-8,15=956/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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, tsly'V '3'NIO 10-11=-2683/0,11-12=-2683/0,12-13=2683/0 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 0% of WAS 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, G X41 r, G�j,7 13-16 =0/1601,10-18=0/532,10-17=-1196/0 , ,, p ytt NOTES- N 1)Unbalanced floor live loads have been considered for this design. r 2)All plates are 1.5x3 MT20 unless otherwise indicated. „d ` 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 "��„4.\\,....... � 49639 w� be attached to walls at their outer ends or restrained by other means. IS 4)CAUTION,Do not erect truss backwards. �iS'S,I ALE�fs <C'ck0 PR OFFSd' �co ‘AGIN4-,9 /o 144 `r 812PE 9r i >” y �Aj, OREGO eP O4N 9� F4/8ER 1' OS A. H ERCP EXPIRES:06/30/2017 December 16,2015 B B IIIMMII A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Desa truss systedm.Before usor use e,the building designer must vs erify tnhe apps licability abi itonly y of don esign parameter ers and properly nand is for an icorporatthis ddesign into the onot verall �p 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 Job Truss Truss Type Qty Ply R46143108 PL14-234_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 09:52:48 2015 Page 1 ID:fRr?p7cJab_FzM3?rJ KN H5z?mGH-LJwSOnf00CabYcOQ3C W8Mn4_6k3YN_xNJnc8m2y8OuD I 1-9-0 I 1-9-0 11 1-7-8 1 1 1-8-13 I 2-6-0 I 1 1-2-0 II 2-5-15 1 Scale=1:37.8 1.5x3 II 1.5x3 11 3x5= 1.5x3 11 4x6= 3x12= 1.5x3 11 3x4= 3x6 FP= 3x4= 3x4= 1.5x3 11 1 2 3 4 5 6 7 8 9 1012 1�1 12 ± I�0 0 21 20 19 18 17 16 15 14 13 3x4= 4x8= 3x6=3x6 FP= 3x12= 3x6= 1.5x3 II 1.5x3 II 3x4= 18-10.13 5-6-0 17-8-13 7,3_, 21-7-12 1 S8-0 1 12-2-13 0-7-0b-7-0 2-8-15 Plate Offsets(X,Y)— [10:0-1-8,Edge],[11:0-1-8,Edqe] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/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 lncr YES WB 0.74 Horz(TL) 0.01 13 n/a n/a Weight:98 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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. (lb/size) 13=705/Mechanical,21=-231/0-3-12,19=1893/0-3-8 0 . Max Uplift2l=-437(LC 4) 101•110 44 Max Gray 13=709(LC 4),21=144(LC 3),19=1893(LC 1) O% ov vast,,FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. CJ ,tp C 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, Q� pp i, ,..1, ,...k d 8-9=-2398/0,9-10=-2398/0,10-11=1737/0 ( - . N BOT CHORD 20-21=841/101,19-20=-2806/0,18-19=-1072/0,17-18=-1072/0,16-17=0/1926, / 15-16=0/1737,14-15=0/1737,13-14=0/1737 kik 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, ,!� r 7-16=0/518,7-17=-1156/0,6-17=-268/0,5-17=0/2003,5-19=-2002/0,11-13=1859/0, "6Pk 49639 47, 4-20=0/1464 0 t, 4tISTER� 4' NOTES- us'410/4,111/2.1, �� 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 ���� P R�F�s be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. �� �NG,I N EF9 s/O29 87. 2PE N N 9 �A�, OREGO (15:, to ,pOOFMBER 1,� P� S A. HEp'' 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. pa Design valid for use only with MiTekn 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 MiTek" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required 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 busses and truss systems,see ANSI/1911 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suiteuite 109 SHeights,CA 95610 t Job Truss Truss Type Qty Ply PL14-234_UPPER F03 FLOOR R46143109 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:52:49 2015 Page 1 ID:fRr?p7cJab_FzM3?rJ KN H5z?mGH-pVVUgb7g09ViSAm bcdvl Nv_cDv8Up6YC WYRLIJUy80uC 2-6-0 1 1 0-8-11 1 1 1-2-0 11 1-1-13 I D}'4 Scale=1:16.6 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 3x4= 6 • o m / .:: 12 e' 1.5x3= pe- 11 10 9 1 3x6 = 1.5x3 I 1.5x3 II 304= 3x6= 1 8-9-8 Plate Offsets(X,Y)— 6-9-8 (4:0-1-S,Edge],[5:0-1-S,Edge] LOADING(psi) 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!nor YES WB 0.29 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC20121TPI2007 (Matrix) Weight:41 lb 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. (lb/size) 7=467/0-5-8,11=473/Mechanical FORCES. (Ib)-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 .1ONIO 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 O% O AS,jIT, NOTES- G ,ZSR ,r J r-ivYQT, F" `" 0� C� 1)Unbalanced floor live loads have been considered for this design. 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. r 4)CAUTION,Do not erect truss backwards. �14 O 49639 t{, .o' '4' ctsr � SIQNALS— �(,co PROFF0- ��N �NGINFF9 0.„„),.. c ' 87 2PE r ,N y '0j, OREG N (1,� O �� FM$ER 1,\ �O OS A. HECk EXPIRES:06/30/2017 December 16,2015 it it aWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USEMEN Design valid for use only with MiTek®connectors.This design is based onlyupon parameters shown,and is for an individual building component,note 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/1P11 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 R46143110 PL14-234_UPPER F04 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:52:49 2015 Page 1 ID:fRr?p7cJab_FzM3?rJKNH5z?mGH-pW Jgb7g09ViSAmbcdvl Nv_c8v8OQ6RoVVYRLiJUy8OuC 2-6-0 1-11-1 I I 1-2-0 I I 2-5-15 Scale=1:28.4 1.5x3 I I 3x6= 1.5x3 I I 3x4 = 1.5x3 I I 3x5= 1.5x3 I I 6 73x5= B 1 2 3 4 5 //` a ® e 0 0 0 0 13 12 11 10 9 3x5= 3x8= 3x8= 1.5x3 I I 1.5x3 I I 3x5= 12-5-1 1130-1 113-7-1 I 16-4-0 12-5-1 0-7-0 0-7-0 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) 1/deft Lid 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 Weight:72 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=891/0-4-0,9=891/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -rONIO TOP CHORD 2-3=-3178/0,3-4=-3178/0,4-5=-3468/0,5-6=-3468/0,6-7=-2294/0 Q.1 BOT CHORD 13-14=0/1957,12-13=0/3626,11-12=0/2294,10-11=0/2294,9-10=0/2294 OeJ Q ',WA 741 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, G �tU !.4., G� 7-9=-2456/0 AT _, C)x Cd 01 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. ,.d i 'r 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 0630, • be attached to walls at their outer ends or restrained by other means. O4C T � SIUINAL-44 Cs co 8 • 2PE r <i)<' AT OREGO (15. 1N O OrMBER � p" 4. HEP' EXPIRES:06/30/2017 December 16,2015 1 _ 1 Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI! Design void for use only with Mitek®connectors.This design is based onjr 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 properly incorporate this design into the overall MiTek" building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suiteuite 109 SHeights,CA 95610 Job Truss Truss Type Qty Ply R46143111 PL14-234_UPPER F05 FLOOR 10 1 Job Reference(optional) Pacific Lumber Si Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:52:50 2015 Page 1 ID:fRr?p7cJab_FzMn-J KN H5z?mGH-Hi2CpTgfwprJowApAdYcSC9EBYiOrrkfn55Frwy8OuB I 2-6-0 I 1 1-10-13 11 1-2-0 I I 1-2-11 I 1-6-0 1 1 1-2-11 11-2-0 111_1411 Scale=1:43.4 4x8= 3x4 II 3x5= 3x4= 4x5= 3x6 FP= 3x6= 3x4= 3x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ® 26 25 24 23 22 21 20 19 18 17 16 3x4= 3x8 = 3x6 FP= 4x8 = 4x5= 3x8 = 3x8 = 3x4 = 1.5x3 SP= 13-6-13 24-3-11 I 12-4-13 1 11-lp 16-6-8 93-1-11 23-&11 12:711212-4-13 6-7-0 2-11-11 8-7-0 b-7-Or 1 1 1 5-7-0 0-7-0 Plate Offsets(X,Y)- [6:0-1-8,Edge],113:0-1-8,Edgej,[14:0-1-8,Edqel,[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 lncr YES WB 0.92 Horz(TL) 0.04 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:114 lb 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 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 16=239/Mechanical,26=775/0-3-12,20=1766/0-5-8 Max Uplift 16=-57(LC 3) Max Gray 16=361(LC 4),26=805(LC 3),20=1766(LC 1) 010NIO FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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, & aIW k 8-9=0/2126,9-10=0/2126,10-11=0/2125,11-12=-546/608,12-13=-546/608, ft.&li13-14=-463/144BOT 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=-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, �r 5-23=-395/0,6-23=0/1664,13-19=-569/89,12-19=-308/0,11-19=0/1284,11-20=-1082/0, .d �' a 14-16=-668/208,8-20=-1798/0,8-21=0/1805 1.. .49639 c, (sI3TER ' NOTES- �SIl'1ALtiv. �� 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 /Ø $ \ be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. cc87 2PE r >" -y �'$, OREG N ty� <v0 9O 4�' ER 11 .O O`3 A. HE?' EXPIRES:06/30/2017 December 16,2015 49 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M167473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/SPll 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 Heights,CA 95610 • Job Truss Truss Type Qty Ply 846143112 PL14-234_UPPER F06 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 8 Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:52:51 2015 Page 1 ��n�.. IDIRr?p7cJab_FzM3?rJKNH5z?m GH-IucaOphHh7zAP41?kK3r PiXsy8wa0ap?IgoNNy80uA 2-6-0 1 1-5-8 II 1-2-0 I r0--��r��pp' I Fo-5121 1 1-2-0 I1 1-10-4 I Scale=1:36.1 3x4= 3x4= 4x8= 3x4= 3x6 FP= 3x4= 3x4= 1 I 2 3 4 5 6 7 8 9 10 11 12 13 m s •_ a o 24 23 22 21 20 19 18 17 16 15 14 3x4= 3x4= 3x6 FP= 3x6 = 3x4 II 4x6= 3x6= 3x4= 4-9-8 19-0-12 1 4-1-0 4-y1.8 p--t-8 I 9-1-0 I 17-10-12 'IC-S-1010_2 1 21- 2-12-0-4 I 4-1-0 0.9-0 7-0 3-8-8 8-9-12 h 7-0 8-7-n Plate Offsets(X,Y)— [4:0-1-8,Edge],(11:0-1-8,Edqe],[12:0-1-8,Edge],[23:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/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 lb 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. (lb/size) 14=539/0-1-12,19=1443/0-3-4,24=333/0-3-12 Max Uplift24=-1(LC 4) Max Gray 14=559(LC 4),19=1443(LC 1),24=427(LC 3) `"CONIO j FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. G% O WAST1,- 4 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, G �� Iiii� �� 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, rq 1 ` 9t N 18-19=-1481/0,17-18=0/829,16-17=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 4 r NOTES- Itio\A 49639 4, � 1)Unbalanced floor live loads have been considered for this design. � 4(1 2)All plates are 1.5x3 MT20 unless otherwise indicated. s �� � 410 -t 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. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��� P R OF� 5)CAUTION,Do not erect truss backwards. ��\�� �NGI NEER`S/O2'9 87022PE f N (11 y9�A� N OREG cl 4N 0 EMBER 11 O OSA HEck EXPIRES:06/30/2017 December 16,2015 44 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. F Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeke 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 S i Job Truss Truss Type Qty Ply PL14-234 UPPER F07 R46143113 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:52:51 2015 Page 1 ID:fRr?p7cJab_FzM3?rJKNH5z?mGH-IucaOphHh7zAP41?kK3r_Pi Vpy59aMmp?IgoNNy8OuA 1 2-6-0 1 I 1-8-9 1 1 1-2-0 1 1 2-5-15 Scale=1:28.1 1.5x3 II 3x6= 1.5x3 11 3x4 = 1.5x3 II 305= 1.5x3 I I 1 2 3 4 5 6 7355= 8 e • T I \ T 40111 -'-- 41111111 a 13 12 11 10 9 3x5= 3x8 = 3x8= 1.5x3 II 1.5x3 II 3x5= 1 12-2-9 112-9-9]13-4-9 I 16-1-8 Plate Offsets(X,Y)— [6:0-1-8,Edge],[7:0-1-8,Edqe] 12-2-9 r 7-n n 7-n 2-8 15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft 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 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=880/0-1-8,9=880/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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 0,VoNIO 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, OS Qtr' 6-12=0/1327,7-9=-2406/0 G �� G ti� K �0 d NOTES- 1 y 1, 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. ,.d 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 7. .,_,,i.49639_,,,14,44. r be attached to walls at their outer ends or restrained by other means. 0A �-kiisi$R ��?c.0 PR OF � 00 co cNGI NEFR w,, €442 870 2PE /r N �Aj, OREGO qo tN 9OAMSER \1 O �`SA. HE ' EXPIRES:06/30/2017 December 16,2015 I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. a truss Desisystem.m.Before uid for use se he building ddesigner must verify the applicabilityb ased abili upon f design shown, nd pfor inc orporate porate thl design into the overall . PP ty 9 parametersproperly rp 9 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/IPll 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 d Job Truss Truss Type Qty Ply R46143114 PL14-234_UPPER F08 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:52:52 2015 Page 1 ID:fRr?p7cJab_FzM3?rJKNH5z?mGH-D59yE9ivSQ501 EJBI2b4XdEcQLPpJnByEPaMvpy80u9 0-1-8 H I 1-3-0 1 1-2-8 1 1 1-2-0 11 1-2-8 I 1-6-0 Scale=1:29.5 4x5= 3x4= 3x4= 3x4= 3x4= 4x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 0 0 0 • m °2:31 Z / -N- -/- -41%k411\: - - `\\� `\\r -r ! e o e e 21 20 19 18 17 16 3x6= 4x6— 3x5= 3x5= 3x5= 3x4 = 4x5 = 3x4= 17-5-8 I I 17-5-8 Plate Offsets(X,Y)- (16:0-1-8,Edqe],[17:0-1-8,Edge] LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/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 Weight:82 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=944/0-5-8,15=950/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. � NjO 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, I �� 10-11=-2608/0,11-12=-2608/0,12-13=-2608/0 GO�'J��,wAsr�, 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 r 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, �� >0 13-16=0/1559,10-18=0/538,10-17=-1201/0 N •\` NOTES- `°7 1)Unbalanced floor live loads have been considered for this design. 1 5/ 2)All plates are 1.5x3 MT20 unless otherwise indicated. 49639 `„0Va 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. �Q� 'Osr"gR� 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 be attached to walls at their outer ends or restrained by other means. �--toNALS� 5)CAUTION,Do not erect truss backwards. ,IN (AGP E-Fq s'o �� 87022PE -1.-___ r N -7 SAT OREGO �o OWN �'c'n BER '\\ Pc' `S A. HE?'� EXPIRES:06/30/2017 December 16,2015 II meow A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. g Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required 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/1911 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 r I 5/ Job Truss Truss Type Qty Ply R46143115 PL14-234_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 09:52:52 2015 Page 1 ID:fRr?p7cJab FzM3?rJKNH5z?mGH-D59yE9ivSQ501EJB12b4XdEgOLQ1JtlyEPaMvpy8Ou9 2-6-0 I I 1-8-0 i 1 1-2-0 1 1 1-10-4 Scale=1:22.3 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1.5x3 I I 1 2 3 4 5 5 3x4 = 7 a _ o �o 0 m e e e 1 11 10 9 8 3x4= 3x6= 3x4= 1.5x3 I I 3x4= 10-1-8 9-5-0I .5 f1 9-P 110-8-8 I 12-9-12 -i-h 0-741 0-7-0 2-1-4 Plate Offsets(X,Y)— [6:0-1-8,Edge],[10:0-1-8,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 0.62 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 lb 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. (lb/size) 12=698/0-2-8,8=698/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2205/0,3-4=-2205/0,4-5=-1457/0,5-6=-1457/0 S'ONIO T� BOT CHORD 11-12=0/1478,10-11=0/2131,9-10=0/1457,8-9=0/1457 e.1 iZ�p WEBS 6-9=0/258,2-12=-1586/0,2-11=0/780,4-10=-819/0,6-8=-1633/0 9 pi W W NOTES- G lyQ� Y�?0 1)Unbalanced floor live loads have been considered for this design. y '- N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. i 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 `Tr be attached to walls at their outer ends or restrained by other means. rd 49639 A • 4,`rSIUI�7AL1&' - (-co PROre c. k7�\c �NG%NEFA. /0 2 87022PE 9r y Aj, OREGO (o o�N 'PO FM8ER �\ OSA. HECk EXPIRES:06/30/2017 December 16,2015 t I 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 Milek®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 fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 Ar Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION/4Failure to Follow Could Cause Property 1 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths I (Drawings not to scale) Damage or Personal Injury offsets are indicated. r�III Dimensions are in ft-in-sixteenths. 11%46, 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,is always required. See BCSI. TOP CHORDS C1-2 c2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves y�EgS 4 o IOail may require bracing,or alternative Tor I bracing should be considered. O 3. Never exceed the design loading shon nd nver INRINor O 11/16" Ustack materials on inadequately braced wtrusses.ae truss design to the his ng cr-a a6-7 Adili5-b 4 designer,erectio0 Provide copies oftsupervisorr,property ownlerrland For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. plates 0-1na' from outside 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 join t and nds mrebedulaffull d byy ANS RPaI Knots and e at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 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. S. Unless otherwise noted,moisture content of lumber software or upon request. 8. not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that , 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. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 4%1=0 reaction section indicates joint 17.Install and load vertically unless indicated otherwise. ► number where bearings occur. ► Min size shown is for crushing only. MI Mill 14110 18 enviUse rof nreen mental,health treated torlumber performanceose risks .Con ulltttwith le project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all poes) this designvie (front,back,words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. IVIliTeke'BCSI: Building Component Safety Information, 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