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Plans (55) 144 sTAo1s-`0oA�� MiTek® DEC 22 20 ffl'o1 4°a MiTek USA, Inc. �UILWINT9 7777 Greenback Lane �r ` 'a' Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL13-280 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: R46143116 thru R46143120 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. RO G F E s�o 2 87022PE 9r yN N �Aj OREGON �O AMBER '\\ �O OSA E��P 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: PL13-280 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: R46143 1 16 thru R46143120 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. OTONIO 11iW 49639k� OAFS`�GISTEIL�O'1ti ti 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. JJ Truss Truss Type Qty Ply R46143116 PL13-280_MAIN_H F03 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:53:05 2015 Page 1 ID 6Tk3l9xtNCM575nf?JJZpky8Nkv-LbStybs3OQjA5EphZGK7ZMHylb2jsgitDwDYsZy8Oty 0-6-8 p H` 2-0-0 f 1-2-8� i 1-2-8 r—{ Scale=1:36.1 1.5x3 1.5x3 3x4= 1.5x3 3x6= 3x4 I 3x6= 3x6 FP= 3x4 = 1.5x3 3x5= 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 ToIdld 20 19 18 17 16 15 14 13 1.5x3 I 3x8 = 3x8= 3x6 FP— 3x8 — 3x8 = 3x8= 1.5x3 10-4-8 8 9-7-0 o- 9-7-0 1-0 f1-1-8 Plate Offsets(X,Y)— [1:0-1-8,Edge],[5:0-2-14,Edge],[7:0-2-0,Edge] [12:0-1-8 Edge] f15:0-3-8 Edge] [18:0-3-0 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) -0.07 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.11 18-19 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) -0.01 12 n/a n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight:85 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 1=414/0-6-0,16=1349/0-4-0,12=414/0-6-0 Max Grav 1=460(LC 3),16=1349(LC 1),12=461(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 0AITONI0 p, TOP CHORD 1-2=-1299/0,2-3=-1299/0,3-4=1109/285,4-5=1109/285,5-6=0/1899,6-7=0/1899, 7-8=-1110/285,8-9=1110/285,9-10=-1110/285,10-11=1299/0,11-12=1299/0 BOT CHORD 18-19=10/1511,17-18=812/0,16-17=812/0,15-16=-810/0,14-15=8/1512 WEBS 1-19=0/1341,2-19=253/0,3-18=-577/0,5-18=0/1395,5-16=1342/0,12-14=0/1341, CID 11-14=-252/0,10-15=-577/0,7-15=0/1392,7-16=-1346/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. Y'd 49639 4ya 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 p� +P 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. �SI�IVAV 4)CAUTION,Do not erect truss backwards. GNl F `SAO 2 CC 8 2PE 9� N �cV 7 --0 OREGO E OS A. HE ��P EXPIRES:06/30/2017 December 16,2015 ,&WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with We&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 verity the applicabi ity of design parameters and properly incorporate this design into the overall MR building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Heights,CA 95610 Job Truss Truss Type at Ply R46143117 PL13-280 MAIN H F04 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:53:06 2015 Page 1 ID:6Tk319xtNCM575nf?JJZpky8Nkv-pnOFAxth9ks 1jNOu6_rM5ag73?JOb87OSaz50?y8Otx 0-6-8 1-11-8 1-2-8 2-0.001x8 ale=1:22 SC .5 3x4 3x5 = 1.5x3 I 3x4 = 1.5x3 3x5 = 1 3x4= 2 3 4 5 6 7 I6I� 12 10 9 8 1.5x3 I 3x8= 3x8= 3x8 = 1.5x3 2-10-8 OFrB 2-1-0 0. 9-7-0 OE-8 0.1-& Plate Offsets(X Y)— [1 0-1-8 Edge] [3:0-1-8 Edge] [7:0-1-8 Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.07 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.12 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) -0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:53 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, Except: 6-0-0 oc bracing:10-11. REACTIONS. (Ib/size) 11=1064/0-4-0,1=179/0-6-0,7=467/0-6-0 Max Uplift 1=268(1-C 4) Max Grav 11=1064(LC 1),1=38(LC 3),7=469(LC 4) tyrONTO FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �J W TOP CHORD 1-2=0/1054,2-3=0/1055,3-4=1189/0,4-5=1189/0,5-6=-1329/0,6-7=1328/0 GO BOT CHORD 9-10=0/1566 �Qt C�C) WEBS 1-11=-1091/0,7-9=0/1371,6-9=-252/0,5-10=-397/0,3-10=0/1234,3-11=1211/0 vj N NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to V649639 ty� be attached to walls at their outer ends or restrained by other means. 15 0- I ti0 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. sSIONALti�O PRO G N F9 s/° 87022P 9r N y �A) OR GON F,tijBER 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 MI67473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mrrek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability 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/71`11 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 Gurus Heights,CA 95610 Job Truss Truss Type Qty Ply R46143118 PL13-280_MAIN_H F05 Floor 16 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:53:06 2015 Page 1 ID:6Tk319xtNCM575nf?JJZpky8Nkv-pnOFAxth9ksljNOu6_rM5ag7t?JBb7fOSaz5O?y8Otx 0-6-8 21-0.0 1 011 1-3-0 Scale=1:34.4 3x4= 1.5x3 I 3x4 = 1.5x3 3x6= 44= 1.5x3 3x6 FP= 1.5x3 I 3x4= 1.5x3 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 Ia 20 19 18 17 1 15 14 13 1.5x3 I 3x8 = US FP= 3x5— 4x6 — 3x5= 3x4= 3x8= 8 9-310-8 1 o 19-9-0 6-8 4.0 fL1-8 440 Plate Offsets(X,Y)- [1:0-1-8,Edge],[5:0-2-11,Edge],[6:0-1-12 Edge] [15:0-2-12 Edge],[16:0-1-12 Edge] [18:0-3-0 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 18-19 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.10 18-19 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) -0.01 13 n/a n/a BCDL 5.0 Code IBC2012frP12007 (Matrix) Weight:83 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 1=402/0-6-0,16=1314/0-4-0,13=41010-2-0 Max Grav 1=448(LC 3),16=1314(LC 1),13=455(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NIO , TOP CHORD 1-2=-1253/0,2-3=125310,3-4=981/299,4-5=9811299,5-6=0/1796,6-7=-73/704, P' ` C 7-8=-75/703,8-9=751703,9-10=1508/0,10-11=1508/0 OS pr W BOT CHORD 18-19=19/1424,17-118=837/0,16-17=837/0,15-16=-174610,14-15=249/1131, G S4 Gj t 1314=0/1120 dLIy WEBS 6-16=-687/0,1-19=0/1293,2-19=-253/0,3-18=614/0,5-18=0/1430,5-16=-1128/0, N 11-13=1174/0,11-14=-44/406,9-14=0/545,9-15=1258/0,6-15=0/1370 NOTES- 49639 w� 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. O��'s�bTgR� 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. SIQNALti� 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. GN, � 2 87022PE 9r yN N �Aj OREG N FMBER A% �p 0`s A. HS EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design p.ramefem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabi ity of design parameters and properly incorporate this design into the overall MR building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Solety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss �TussType Qty Ply846143119 PL13-280MAIN H F06 14 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:53:07 2015 Page 1 ID:6Tk319xtN CM575nf?JJZpky8Nkv-HzZdNHtJW 1_uKXz4ghMbenM H HOfDKZtA�hFEiifwRy8Otw i 2-0-0 i 1-0.0 I i 1-2-8—� r�l Scale=1:35.7 1.50 11 1.5x3 11 3x4= 1.5x3 3x4= 1.5x3 3x8 = 3x6= 3x6 FP= 3x4= 1.5x3 3x5 = 1 2 3 4 5 6 7 8 9 10 11 12 � I Id Id 20 19 18 17 16 15 14 13 3x4= 3x5= 3x6 FP= 4x6 = 3x5= 3x8= 3x8 = 1.5x3 11 10-aa 1 -8 19-8-8 10.0.a 0.1-8 9-7-0 -0.8 Plate Offsets(X,Y),— [6:0-1-8 Edge] [7:0-2-0 Edge] [12:0-1-8 Edge] [15:0-3-8 Edge] [16:0-1-12 Edge] [17:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.07 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.11 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.01 16 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:85 Ib FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 20=420/0-2-0,12=414/0-6-0,16=1347/0-4-0 Max Grav 20=467(LC 3),12=460(LC 4),16=1347(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 10NI0 p, TOP CHORD 2-3=-1582/0,3-4=1582/0,4-5=219/687,5-6=218/687,6-7=0/1869,7-8=-1103/276, erg"' 8-9=-1103/276,9-10=-1103/276,10-11=1296/0,11-12=1296/0 G0S BOT CHORD 119-20=0/1163,18-19=237/1235,117-18=237/1235,16-17=182810,15-16=-803/0, 14-15=3/1507 h N WEBS 6-16=727/0,2-20=1218/0,2-19=-40/440,4-19=0/518,4-17=-1223/0,6-17=0/1560, 12-14=0/1337,11-14=252/0,10-15=577/0,7-15=0/1394,7-16=1315/0 NOTES- 9 4963 4/a 1)Unbalanced floor live loads have been considered for this design. Q�' � tST 9 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)20. 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 `sI�1VALti� 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. PRop N F'4 2 870 2PE 9r N y OREGO ti�OWN E OS A. HEp'�P EXPIRES:06/30/2017 December 16,2015 S AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. A WARNING-Verify design parameters and READ NOTES ON THIS Design valid for use only with MiTelk5 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/TPI I QualNy 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 846143120 PL13-280_MAIN_H F07 Floor 3 1 _ Job Reference o tional Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:53:07 2015 Page 1 ID:6Tk319xtNCM575nf?JJZpkyBNkv-HzZdN HtJwt_u KXz4ghMbenMJAOdtKZHAhEifwRy8Otw 1-2-8 2-0-0 I-0-"— Scale=1:17.7 1.5x3 3x5 = 1.5x3 3x4= 1.5x3 1 2 3 4 5 3x6 6 44 d b d 1 9 8 3x8= 7 3x6= 1.5x3 3x4 = 0,1$ 9-8-8 i 10.3-0 Q1 8 9-7-0 Plate Offsets(X Y)— [6:0-1-8 Edge] [8:0-2-4 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 0.27 Vert(LL) -0.08 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.14 8-9 >818 360 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:42 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=539/0-6-0,10=542/0-2-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1899/0,3-4=1899/0,4-5=1584/0,5-6=-1584/0 �yTONIO BOT CHORD 9-10=0/955,8-9=0/2050 OGS +� WEBS 6-8=0/1636,5-8=-251/0,4-8=-488/0,2-9=0/990,2-10=1071/0 C-2 NOTES- Cc1 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. N 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to 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. �.jt�49639 4)CAUTION,Do not erect truss backwards. 01*+ �Fcif$j gR� �sSt�NAL��� GI EWq `rho 2 870 2PE yr N y �A� OREGO FABER OS A. H Ep`�P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERAN CE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M1ekCJ connectors.This design is based on upon parameters shown,and is for an individual building component,not a}Hiss system.Before use,the building designer must verify the opplicabi 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 7777 Greenback Lane fobrication,storagedelivery,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 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0 �/ �� ci-zZC2-3 2. Truss bracing must be designed by an engineer.For 6 wide truss spacing,individual lateral braces themselves 0 cz4 may require bracing,or alternative Tor I y p bracing should be considered. b O 3. Never exceed the design loading shown and never � s" U stack materials on inadequately braced trusses. a- 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c designer,erection supervisor,property owner and plates 0-'Ag' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from s CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software Or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-131 1,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing 10 spacing, BEARING or less,if no ceiling is installed,unless otherwise e noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. � 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: Building Component Safety Information, MiTek20.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: PL13-280 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: R46143121 thru R46143126 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. El PROP NG I N F,q `r�0 2 87022PE 9r N �N OREGON 'AC F,�1eER '\ OSA E��P IRE :06/ 0/20 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: PL13-280 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: R46143121 thru R46143126 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. �yTONIO Jk G0S SOF WASg, W N rOs 49639 q� `� 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. Job Truss Truss Type Qty Ply 846143121 PL13-280 UPPER F01 FLOOR 1 1 - __ _ _ _ - _ Jab Reference1optionaq Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:53:26 2015 Page 1 ID:OilhLKKEepN1FZ17gzmhOMy8PJ6-DdDpMn6ERtNC6SwkHBC3vofWy38bHAAz2hp95ryBOtd 0-1-8 H 1 280 , 1, 1�0-4 , 1, 1i-8 i 12-0 a�1-0 Scale=1:32.5 1.5x3 1.5x3 = 3x4= 1.5x3 3x4= 1.5x3 3x8= 3x4= 1.5x3 3x4= 1.5x3 1 2 3 4 5 6 7 8 9 10 m�18 �T 16 15 13 12 11 3x6= 3x6= 3x10 = 3.6= 1.5x3 3x4 = 3x4= 12-7-12 18-8-4 12-7-12 131M Plate Offsets(X Y)— [6:0-3-0 Edge] [7:0-1-8 Edge] [12:0-1-8 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 0.49 Vert(LL) -0.07 1516 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.14 16-17 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.02 11 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:85 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) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 17=611/0-58,14=1203/0-4-0,11=214/Mechanical Max Uplift 11=-38(LC 3) Max Grav 17=615(LC 8),14=1203(LC 1),11=313(LC 4) �yTONI0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown, TOP CHORD 2-3=-1808/0,3-4=1808/0,4-5=621/0,5-6=621/0,6-7=0/818,7-8=340/415, GOA SOF w "+Yj�� y 8-9=-340/415 �� O BOT CHORD 16-17=0/1293,1516=0/1547,14-15=-818/0,13-14=-415/340,12-13=415/340, rd 11-12=-200/482 x N WEBS 6-14=761/0,2-17=1377/0,2-16=0/554,4-16=0/307,4-15=1026/0,6-15=0/1486, 7-14=-855/0,9-11=518/215,9-12=428/0 NOTES- Q� +P 49639 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. ssI�NALE�G 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. G P EFq s'o 2 87022P �r rV y SAT OR GON ti�Off~ ccMBER '�\ OS A. HE��P EXPIRES:06/30/2017 December 16,2015 AWARNING-verffy 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 M7elog connectors.This design is own based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicab14 of design parameters and properly incorporate this design into the overall is' 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/TFI l 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 r Job Truss Truss Type Qty Ply R46143122 PL13-280 UPPER F02 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:53:27 2015 Page 1 ID:OilhLKKEepN1 FZ17gzmhOMy8PJ6-ignBa77sCBV3kcVwrujlS?BlgSVOOmp6HLYidHy80te l 1-2-0 1-2-0 0-10,12 2-6-0 Scale:1"=1' 3x4= 11.5x3 2 31.5x3 4 3x4 = 51.5x3 m m 1.5x3 3x4= 9 8 7 6 3.4= 3x4= 6-2-12 6-2-12 Plate Offsets(X,Y)— [2:0-1-8,Edgel,[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 0.22 Vert(LL) -0.03 6-7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.15 Harz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:29 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 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=336/Mechanical,6=336/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. QNIQ TOP CHORD 2-3=-436/0,3-4=-436/0 �1t j BOT CHORD 8-9=0/436,7-8=0/436,6-7=0/542S VVE0 BS 2-9=-551/0,4-6=-582/0 G �iof w "'G+� NOTES- 02 C)� �Ld 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 3-1 Od(0.131 X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 49639 ty� 0�� �° ' sSIQN�.�� G NEFq s�o 2 87 2PE T a y �Aj OREGO rye OWN c°,yBER �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.10/03/2015 BEFORE USE. �� Design valid for use only with MiTekfl 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 Hei hts CA 95610 .Inh Truss Truss Type Qty Ply R46143123 PL13-280_UPPER F03 FLOOR 9 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:53:27 2015 Page 1 ID:OiIhI-KKEepN 1 FZ17gzmhOMy8PJ6-ignBa77sCBV3kcVwruj IS?BihSP_0fr6HLYidHy8Otc I 280 P-r B_ I 1-2-0 1-5—� 2-0-0 2-0.0 Mi1,.8 Scale=1:26.9 3x4= 1.5x3 I 1.5x3 1 34 = 1.5x3 1.5x3 3x4= 1.5x3 I 3x5= 1.5x3 = 1 2 3 4 5 6 7 8 9 m 16 m 1514 13 12 11 3x4 = 3x8 = 3x4= 1.5x3 3x8= 3x6= 15.6-4 15A4 Plate Offsets(X Y�– [6:0-1-8 Edge],(13:0-1-8 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 0.42 Vert(LL) -0.20 13-14 >929 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.31 13-14 >595 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code IBC2012lrP12007 (Matrix) Weight:70 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF ND.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) 10=837/0-5-8,15=843/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2938/0,3-4=2938/0,4-5=3112/0,5-6=-3112/0,6-7=2577/0,7-8=2577/0 ty�NIO ]Cr, BOT CHORD 14-15=0/1839,13-14=0/3242,12-13=0/3112,11-12=0/3112,10-11=0/1566 WEBS 5-13=128/303,2-15=-1974/0,2-14=0/1180,4-14=-432/0,4-13=450/193,8-10=1725/0,8-11=0/1123,6-11=776/0 GO���O� �O NOTES- C11 Cc1 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 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. 1A 496399 47a 4)CAUTION,Do not erect truss backwards. Q+�� ssI�NAL��G GINE I EFq s�o 2 87022PE 9r ti 2'y SAT OREGO -per EMBER '\1 �O HEp`,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.1010312015 BEFORE USE. Design valid for use only with MRek®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 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 SCSI Building Component 7777 Greenback Lane Safety Infornnallon 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 R46143124 P1_13-280_UPPER F04 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 1 1 2014 MiTek Industries,Inc.Wed Dec 16 09:53:28 2015 Page 1 ID:OilhLKKEepN1 FZ17gzmhOMy8PJ6-AOLZnT8UzUdwMm46PcEX_DkunsuFIFSFW?IGAjy8Otb 2-41 � I 1 3.4 = 2 1.5x3 II Scale=1:8.5 ro 4 3 1.5x3 11 3x4 = 2-8-12 2-8.12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.04 Vert(TL) -0.01 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:13 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-8-12 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) 4=143/Mechanical,3=143/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- ` 410 IO 4%, 1)Refer to girder(s)for truss to truss connections. P' 2)Recommend 2x6 strong backs,on edge,spaced at 10.0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to GO SOW.F be attached to walls at their outer ends or restrained by other means. CIO N r0� 49639 PRO �SSI�NAL��� I N Fq `r�0 � 2 ICIZ 87022PE 9r yco ,C\1 OREG N 'AC' AMBER �1 � OS A. HS EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. aaaaaa Design valid for use only With MiTek®connectors.This design is based on upon parameters shown,and is for an individual building component,not . I truss system.Before use,the building designer must verify the applicabi 4 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 Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 rPLIJo Truss TrussType Qty Ply846143125 3-280_UPPER F05 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:53:28 2015 Page 1 ID:OilhLKKEep lNl FFZ117gzmhOMy8PJ6-AOLZnT8UzUdwMm46PcEX_DkpVsfL14SFW?IGAjy8Otb 2=6-0l � 1-2-0 1 Scale=1:29.4 1.5x3 3x8= 1.5x3 3x4= 1.5x3 I 4x4= 1.5x3 3x6= 1.5x3 I 1 2 3 4 5 6 7 8 9 m m 1 14 13 12 11 10 3x5= 3x8= 4x6 = 1.5x3 3x5= 3x5= 12b12 i 11-112 td_10.12 121T4 16-10.4 11-112 0.7-0 0.7-0 4-3-0 0-1-8 Plate Offsets(X Y�- [6:0-1-8 Edge] [11:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.28 13 >712 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.45 13-14 >444 360 BCLL 0.0 Rep Stress Ina YES W13 0.70 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:75 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-7 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 2-2-0 oc bracing. REACTIONS. (Ib/size) 15=920/0-1-12,10=920/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3326/0,3-4=-3326/0,4-5=3720/0,66=-3720/0,6-7=3110/0,7-8=3110/0 �yTONIO BOT CHORD 14-15=0/2033,13-14=0/3848,12-13=0/3110,11-12=0/3110,10-11=0/2042 F" WEBS 6-12=365/0,7-11=424/0,2-15=2182/0,2-14=0/1388,4-14=-560/0,4-13=251/179,613=-421/0,6-13=0/1007, GOA�0 8-10=2192/0,8-11=0/1271 NOTES- y 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)15. 116011. 39 44639 tya 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 +P be attached to walls at their outer ends or restrained by other means. �SIONAL�G G N F'Q `r�0 2 87 2 �r N y �Aj, OREG N c�,yBER N1 OS A. H IS EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. - Design valid for use only with MiTek®connectors.This design is based 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 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/rPl1 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 H­­ CA 95610 61 [Io Truss Truss Type Qty Ply 846143126 3-280_U'PER F06 FLOOR 5 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:53:29 2015 Page 1 ID:OilhLKKEepN t FZ17gzmhOMy8PJ6-eCuy?p86kolmzwelzJlmXQGOEGAIUXwPkf1 piAy80ta 0-1-8 H I2-8_ O 1-10-4 _ i 1-1-8 I1-2-0 Scale=1:32.4 1.5x3 II 1.5x3 = 3x4= 1.5x3 3x4 = 1.5x3 3x8= 3x4 = 1.5x3 I 3x4= 1.5x3 l 11 1 2 3 4 5 6 7 8 9 10 118 im 16 15 13 12 3x6= 3x6= 3x10= 3x6= 1.5x3 3x4 = 3x4 = r 12-7-12 18-7-12 ' 12-7-12 6-0-0 Plate Offsets(X Y)— [6:0-3-0 Edge],[7:0-1-8,Edge],[12:0-1-8,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 0.49 Vert(LL) -0.07 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.14 16-17 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.02 11 n/a n/a BCDL 5.0 Code IBC2012rTP12007 (Matrix) Weight:85 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 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) 17=611/0-5-8,14=1203/0-4-0,11=210/0-2-0 Max Uplift 11=-40(LC 3) Max Grav 17=615(LC 8),14=1203(LC 1),11=31O(LC 4) TyONIO FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1807/0,3-4=1807/0,4-5=618/0,5-6=618/0,6-7=0/818,7-8=333/416, 8-9=-333/416 CIO BOT CHORD 16-17=0/1292,15-16=0/1546,14-15=-818/0,13-14=416/333,12-13=416/333, td 11-12=-204/475 — N WEBS 6-14=762/0,2-17=1376/0,2-16=0/553,4-16=0/307,4-15=1026/0,6-15=0/1486, 7-14=-851/0,9-11=510/219,9-12=-433/0 49639 wa NOTES- c� 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)11. ssIO1VALG 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. 4)CAUTION,Do not erect truss backwards. ED PROF F`ScS mac? �NG�NFF'4 /�2 87 2PE yN ,N �A� OREGO rye O<U� �MBEFR �1 0`S A. HEp`�P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/03/7015 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 A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/a Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing,is always required. See BCSI. ci-2 c2a 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves VXScis 4 may require bracing,or alternative Tor I .p p bracing should be considered. O d �� 33 = b O 3. Never exceed the design loading shown and never U c' u U stack materials on inadequately braced trusses. 00 o_ 4. Provide copies of this truss design to the building c�e ce-� CS-6 designer,erection supervisor,property owner and plates 0-nay from outside For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. p y 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. connectorlates. THE LEFT. P 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-131 1,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. 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 project engineer before use. Industry Standards: 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, 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