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Plans (140) MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL1 4-250 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: R46143010 thru R46143020 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. ,o)0 P R Op-L. 01 NEF9 s 87022PE yr A))., OREGON tis 4/ cbMBER 1 •• `' A. i.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. ler MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-250 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: R46143010 thru R46143020 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. o-cONIO O "of, " 1 VASIFN 49639 wa C)4,,.eGISTEg 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 R46143010 PL14-250_UPPER 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 09:48:58 2015 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-430V78t7ZXcDyGRDbuOC2HYc21 YCV?D WQ?uzhNy80xp I 2-6-0 I 1 1-9-11 I I 1-2-0 I p_-mal Scale=1:33.9 4x5= 1.5x3 II 3x6= 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 10 T a e D 16 15 14 13 12 11 3x4= 3x8= 3x6= 3x4= 4x4= 3x4 = I 19-5-8 I 19-5-8 Plate Offsets(X,Y)— [12:0-1-8,Edge],[13:0-1-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.37 13-14 >620 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.60 13-14 >388 360 BCLL 0.0 Rep Stress Inc" YES WB 0.60 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:86 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) 16=709/Mechanical,11=709/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. bNIQ �A TOP CHORD 2-3=-2700/0,3-4=-2700/0,4-5=-3452/0,5-6=-3452/0,6-7=-2269/0,7-8=-2269/0,8-9— -11 2269/0 ' `im BOT CHORD 15-16=0/1597,14-15=0/3304,13-14=0/3071,12-13=0/2269,11-12=0/1641 WEBS 7-13=0/316,8-12=-665/0,2-16=-1714/0,2-15=0/1184,4-15=-649/0,6-14=0/452,6-13=-951/0,9-11=-1761/0,9-12=0/1070NOTES- I 1)Unbalanced floor live loads have been considered for this design. •o 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 to49639 wa be attached to walls at their outer ends or restrained by other means. 9,0 � IST � ss 1.16 EPRoFF<ecGss� NNEF % < 9 2 87022PE 9 cv iji_ �y -j, OREGO ,4/./ 9O '• ER 1\ ,..) A.. HS-9k EXPIRES:06/30/2017 December 16,2015 t , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Mil' Design valid for use only with MTekb 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-B9 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 R46143011 PL14-250 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 09:48:58 2015 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-430V78t7ZXcDyGRADbuOC2HYeE1 ZU VOp WQ?uzhNy8Oxp I 2-6-0 1 1-2-0 II 1-2-0 1 f rt7--1 Scale=1:32.6 4x5= 1.5x3 I I 3x5= 1.5x3 I I 3x4 = 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1.5x3 11 1 2 3 4 5 6 7 8 9 10 • 0 0 0 • 0 e e° 16 15 14 13 12 11 3x4= 3x8= 3x6= 3x4= 4x4= 3x4 = I 18-8-8 I 18-8-8 Plate Offsets(X,Y)— [12:0-1-8,Edge],[13:0-1-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.31 13-14 >723 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.49 13-14 >458 360 BCLL 0.0 Rep Stress Ina' YES WB 0.56 Horz(TL) 0.06 11 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 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) 16=681/Mechanical,11=681/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. CENIO TOP CHORD 2-3=-2561/0,3-4=-2561/0,4-5=-3170/0,5-6=-3170/0,6-7=-2095/0,7-8=-2095/0,8-9=-2095/0 0/ 1 BOT CHORD 15-16=0/1528,14-15=0/3091,13-14=0/2708,12-13=0/2095,11-12=0/1569 pCr,_ WEBS 7-13=0/397,8-12=-672/0,2-16=-1640/0,2-15=0/1109,4-15=-570/0,6-14=0/538,6-13=-823/0,9-11=-1684/0, G�5 tVO w G� 9-12=0/1002 r, d VI NOTES- __ x N 1)Unbalanced floor live loads have been considered for this design. •4 2)Refer to girder(s)for truss to truss connections. t%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 "diy639 <ya be attached to walls at their outer ends or restrained by other means. Q q .� 7/ST '`��Eo PRoFFss �c\� �NGINEF9 i'29 8 • 2PE r. N cv ,— N ' SAT OREGO (P OV 'AC AMBER 1\ OkJ A. HE'‘4P 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. Mu Design valid for use only with MirekS 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 PA iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 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 R46143012 PL14-250_UPPER 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 09:48:59 2015 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-YGatKUtlKrk4aQ?P8cvRaU5pFQuYESVfffdXDpy8Oxo I 2-6-0 1 1 1-5-12 I I 1-2-0 110-11-8 1 0-1118 Scale=1:33.9 1.5x3 II 1.5x3 11 3x6= 1.5x3 11 3x4= 1.5x3 11 3x4= 1.5x3 11 1.5x3 11 4x5= 1.5x3 = 1 2 3 4 5 6 7 8 9 10 is- o \ 17 e ea 1 .iK 15 14 13 12 3x4= 3x8 = 3x6= 3x4= 4x4 = 3x6= 1 19-5-12 19-5-12 Plate Offsets(X,Y)— [12:0-1-8,Edge],[13:0-1-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.36 13-14 >639 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.57 13-14 >404 360 BCLL 0.0 Rep Stress lncr YES WB 0.60 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC20121TPI2007 (Matrix) Weight:86 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) 11=703/0-5-8,16=707/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2692/0,3-4=-2692/0,4-5=-3436/0,5-6=-3436/0,6-7=-2356/0,7-8=-2356/0,8-9=-2356/0 010NI0/ BOT CHORD 15-16=0/1593,14-15=0/3291,13-14=0/3043,12-13=0/2356,11-12=0/1654 WASIN,. /fr 7-13=0/340,8-12=560/0,2-16=-1711/0,2-15=0/1180,4-15=-643/0,6-14=0/472,6-13=865/0,9-11=-1764/0, 0% OV' 9-12=0/1032 I d _, Ox ,..-- NOTES- ` N 1)Unbalanced floor live loads have been considered for this design. \ 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to j7 be attached to walls at their outer ends or restrained by other means. 4� 49639 y' • 3)CAUTION,Do not erect truss backwards. O� ts � ass- -40NAL �� cc 87 2PE r N y �'oj, OREG N cp 4Y 90 �M'BER \' O ' A. HE?' ' EXPIRES:06/30/2017 December 16,2015 I 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1, Design valid for use only with M7ek®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,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 R46143013 PL14-250_UPPER F06 FLOOR 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:48:59 2015 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-YGatKUtlKrk4aQ?P8cvRaU5xnQ24EaLfffdXDpy8Oxo I 1-6-0 I 1-1-6 I I 1-2-01 10-6-14 1 1 1.5x3 II 2 3x4 = 3 1.5x3 11 4 3x4 = 5 1.5x3 II Scale=1:9.6 10 m m x 1.5x3 = X e e e 3x4= 1.5x3 11 g 8 7 3x4= 3x6= I 4-11-12 1 4-11-12 Plate Offsets(X,Y)— [4:0-1-8,Edge],[8:0-1-8,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 0.20 Vert(LL) -0.02 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.10 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:24 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=257/0-5-8,9=264/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ONIQ TOP CHORD 2-3=-261/0,3-4=-261/0 �` BOT CHORD 8-9=0/287,7-8=0/261,6-7=0/261 Or7 Q,;y11AS4/, WEBS 2-9=-341/0,4-6=-436/0 G T� t C� NOTES- (� `' �� Vti 1)Unbalanced floor live loads have been considered for this design. i N 2)Refer to girder(s)for truss to truss connections. 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 6 f be attached to walls at their outer ends or restrained by other means. 11 41639�w`k 4)CAUTION,Do not erect truss backwards. Oit, 4, 49639,4, �sSIONA1.06 2 "t 87022PE -9r N N 7 �•$, OREG N (t)O14 9O AMBER \" �S A. HEY` EXPIRES:06/30/2017 December 16,2015 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. 1s Design valid for use only with Mirek®O 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 e 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 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPli Qualify Criteria,DSB-89 and SCSI Building Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply R46143014 PL14-250_UPPER F07 FLOOR 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:48:59 2015 Page 1 I D:D7?YEet67PxTKnalk8g6gGyt8XQ-YGatKUtlKrk4aQ?P8cvRaU5npQuwESJfffdXDpy8Oxo 0-1-8 H I 2-6-0I 1 1-11-3 11 1-2-0 110-10-5 1 Scale=1:34.5 1.5x3 II 1.5x3 = 3x6= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 1.5x3 I 14x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 m m X17 g o - ® a 6 15 14 13 12 11pp 3x6= 3x8= 3x6= 3x4= 4x4 = 3x4 = I 19-10-0 19-10-0 Plate Offsets(X,Y)— [12:0-1-8,Edge],[13:0-1-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.40 13-14 >590 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.64 13-14 >369 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012 TP12007 (Matrix) Weight:87 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) 16=716/0-5-8,11=720/0-1-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2779/0,3-4=-2779/0,4-5=-3568/0,5-6=-3568/0,6-7=-2367/0,7-8=2367/0,8-9=-2367/0 �y ONIO p, BOT CHORD 15-16=0/1658,14-15=0/3402,13-14=0/3205,12-13=0/2367,11-12=0/1665 WEBS 7-13=0/303,8-12=-624/0,2-16=-1770/0,2-15=0/1203,4-15=-668/0,6-14=0/434,6-13=-983/0,9-11=-1787/0, 05 Q WAS y, 9-12=0/1089 G `C' G 7Gt T gil y, 1' I h 4' �' tri NOTES- % N 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. ?7 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 Ki4 639 be attached to walls at their outer ends or restrained by other means. 9k 4, 49639,a 4)CAUTION,Do not erect truss backwards. ���Efl PR o'�Fss r�5 �NGINFF9 /7 2 870 2PE ZIJ �r N 70Q.,/\,/ OREGO 1 tis OWN • Cr MBER 1 Or, A. 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. 1e 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 ANSVIPII 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 R46143015 PL14-250_UPPER F08 FLOOR 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:00 2015 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-0S8FXqu N5�8sXC�aaciJOg7idzXgFkzwDpuJN4m GySOxn I 2-6-0 I 1 1-3-4 11 1-2-0 1 r,7`_'_t Scale=1:32.8 4x5—1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1.5x3 I I 1.5x3 II 1 2 3 4 5 6 7 8 9 10 0 0 0 ri.e e :1 1 15 14 13 12 11 3x4 = 3x8= 3x6 = 3x4= 4x4= 3x4= a�14-10-4 15-6-12 I 4-1-12 104-8 10i401 1 183I 14-1-12 0-7-0 0-1-8 Plate Offsets(X,Y)— [12:0-1-8,Edge],[13:0-1-8,Edqe] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.78 Vert(LL) -0.32 13-14 >705 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.50 13-14 >446 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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 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) 16=686/0-1-8,11=686/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. _` NIO t� TOP CHORD 2-3=-2584/0,3-4=-2584/0,4-5=-3217/0,5-6=-3217/0,6-7=-2125/0,7-8=-2125/0,8-9=-2125/0 Pl `.4. BOT CHORD 15-16=0/1539,14-15=0/3127,13-14=0/2768,12-13=0/2125,11-12=0/1581 IC.O�j p / p,, WEBS 7-13=0/380,8-12=-669/0,2-16=-1652/0,2-15=0/1121,4-15=-583/0,6-14=0/524,6-13=-839/0,9-11=-1697/0, �4V .k,,tSrIv.i.„ 912=0/1012 �Q`� tM 0 Ql �i� N NOTES- / 1)Unbalanced floor live loads have been considered for this design. k 2)Refer to girder(s)for truss to truss connections. /r/ 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. +fjt)(39 W� 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to Q� � iT � be attached to walls at their outer ends or restrained by other means. v,0 SIQ'1ALE� ��� Eo PR OFA-0:c,, 870 2PE r N cv '- N y �4i, OREG• `L�O� 'AOn EMBER \1 ps A. H0:k EXPIRES:06/30/2017 December 16,2015 8 8 Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. * Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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/rPl1 Quality Criteria,DSB-89 and SCSI Building Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 • Job Truss Truss Type Qty Ply R46143016 PL14-250_UPPER F09 FLOOR 6 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:00 2015 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-0S8FXquN58sxCaaciJQg7id6Jg0Hz?4puJ N4m Gy80xn 2-2-3 I 1-2-0 1 I 0-10-5 I 2-6-0 Scale=1:13.7 1.5x3 II 3x4= 1.5x3 I I 1.5x3 1 2 3 4 3x4= 5 m 0 f A. 9 8 3x4= 7 6 1.5x3 I I 3x4= 3x4= I 2-5-3 3-0-3 1 3-7-3 3-3-111 7-2-8 2-5-3 0-7-0 0-7-0 0-1-$ 3-5-13 Plate Offsets(X,Y)— [2:0-1-8,Edge],[7:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.03 6-7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.05 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:33 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) 9=390/Mechanical,6=390/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. S NIP TOP CHORD 2-3=-667/0,3-4=-667/0 �`S `p �". BOT CHORD 8-9=0/667,7-8=0/667,6-7=0/687 A�j�T, tt WEBS 2-9=-727/0,4-6=-738/0 Q pC vt �' � G . ) G'� NOTES- Q I c e u 0 - � t6 1)Unbalanced floor live loads have been considered for this design. N 2)Refer to girder(s)for truss to truss connections. \ 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. amorr l , 4)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 . 15 cy� be attached to walls at their outer ends or restrained by other means. O� ,,t, 49639 `��ED PROFF5 ��Co �NGINEF9 , , 414 2v 87* 2PE N "0), OOREGO tis O4N O OBER 1 1 , �S A. HE 0 EXPIRES:06/30/2017 December 16,2015 a a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/1015 BEFORE USE. Mu 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/fPll 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 R46143017 PL14-250_UPPER F10 FLOOR 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:01 2015 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-UeidlAV?sS_opk9oGlxvgvA9AEaLiM9y6z6dliy80xm I 2-6-0 I 1 1-3-8 II 1-2-0 II0-11-8 1 0-48 Scale=1:33.5 1.5x3 II 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.503 II 1.5x3 II 4x5= 1.503 = 1 2 3 4 5 6 7 8 9 10 o 00 0 '9' I 010 -1 4414444%44414144- ill. — o ® ®® M 17 �. 1. 15 14 13 12 11 3x4= 3x8= 3x6= 3x4= 4x4= 3x6= I 19-3-8 I 19-3-8 Plate Offsets(X,Y)— [12:0-1-8,Edqe],[13:0-1-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.72 Vert(LL) -0.34 13-14 >665 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.54 13-14 >421 360 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:85 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) 11=696/0-5-8,16=700/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. pNIO tri TOP CHORD 2-3=-2658/0,3-4=-2658/0,4-5=-3366/0,5-6=-3366/0,6-7=-2320/0,7-8=-2320/0,8-9=-2320/0 _'C. BOT CHORD 15-16=0/1576,1415=0/3238,13-14=0/2952,12-13=0/2320,11-12=0/1634 O% O 'wr WEBS 7-13=0/365,8-12=-549/0,2-16=-1692/0,2-15=0/1161,4-15-623/0,6-14=0/495,6-13=-829/0,9-11=-1743/0, 9-12=0/1009 G <S..(' 6, d Ala—. 0 NOTES- / 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)16. 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 'Ay 49639 Wa' be attached to walls at their outer ends or restrained by other means. 0�,�� ISTER� 4)CAUTION,Do not erect truss backwards. �'VC/ ALti�G �� v\GIN /02� 87022PE Lr. N N � AOREG9y ) OC/ 9O AMBER �1 ps A . HE'�P EXPIRES:06/30/2017 December 16,2015 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI! 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/tPll 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 R46143018 PL14-250_UPPER F11 FLOOR 2 1 Jab Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:01 2015 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-UeidlAv?sS_opk9oG 1 xvgvAlxEk8i Uwy6z6dliy8Oxm 1 0-10-3 1-2-0 1 1 0-10-5 1 2-6-0 I Scale=1:11.3 3x4= 1 1.5x3 II 2 3 1.5x3 11 4 3x4= 5 1.5x3 11 m T .Ae e e 1.5x3 11 3x4 = 9 8 7 6 3x4= 3x4= 1 1-1-3 1 1-8-3 1 2-3-3 2/4-11 5.10-8 I 1-1-3 0-7-0 0-7-0 d-i-8 3-5-13 Plate Offsets(X,Y)— [2:0-1-8,Edqe],[7:0-1-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.02 6-7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.04 6-7 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.09 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:28 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-8 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) 9=211/Mechanical,6=211/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown, BOT CHORD 6-7=0/328 olONIO p, WEBS 2-9=-347/0,46=-352/0 & a wASI,p, NOTES- "Q 1)Unbalanced floor live loads have been considered for this design. 7tiTK. O 2)Refer to girder(s)for truss to truss connections. y 1_ :.i` 4. N 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 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 j / be attached to walls at their outer ends or restrained by other means. Al 4 49639,0 .off esti° ssif>i+iAL �� •(( D PROFFsrs ,N5 NG]NFF9 �" 2-9 87S 2PE Nc� >"N y Aj, OREGO tip,44./ -*P AMBER1\ , OS A. HE 0 EXPIRES:06/30/2017 December 16,2015 4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. MT' Design valid for use only with MTek®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/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 Job Truss Truss Type Qty Ply R46143019 PL14-250_UPPER F12 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:01 2015 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-UeidlAv?sS_opk9oG t xvgvADLEdxi0Ey6z6dliy80xm 0-1-8 H I 1-0-11 I I 1_2-00-5-9I i 1-9-0 Scale=1:18.2 1.5x3 II 1.5x3 = 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 1 2 3 4x4 4 5 6 7 8 • m a z 9 ® o , o- .. o ,5 0 0 o e- \oma 'Ve ® -4' 13 12 11 10 1.5x3 II 1.5x3 I I 4x5= 3x5=- 3x6 3x6= 3x4=- I I 10-6-12 I 10-6-12 Plate Offsets(X,Y)— [2:0-1-8,Edge],[3:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.07 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.60 Vert(TL) -0.11 11-12 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:50 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) 14=564/0-5-8,9=571/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �ypNIO t> TOP CHORD 2-3=-841/0,3-4=-1287/0,4-5=-1287/0,5-6=-1374/0,6-7=-1374/0 .14 BOT CHORD 13-14=0/841,12-13=0/841,11-12=0/841,10-11=0/1491,9-10=0/872 O�7 a _ WEBS 2-13=0/277,3-12=-416/0,2-14=-1083/0,7-9=-996/0,7-10=0/573,4-11=389/0,3-11=0/898 ,yyAs"la`,W NOTES- 1 ,, , /go, G',A It . uuE. 01, N 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to \ be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. X9639 <y� °et� .isTO- 4' ,S'SIQNAL �� 2 794& da/87022PE 9r yN '- N �A�, OREG N Q 0U 'AC AMBER \� On A. HE?' �Q' 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. MI. Design valid for use only with M7ek0 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 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. Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply ', R46143020 PL14-250_UPPER F13 FLOOR 6 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:02 2015 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-yrGOyWwecm6fRuk gkT8C7jNnexMRtv6Lds13g8y80x1 0-1-8 H I 1-0-11 I I 1-2-0 I I 2-5-9 I I 2-6-0 I Scale=1:18.0 1.5x3 H 1.5x3 = 3x4 = 1.5x3 II 3x4= 1.5x3 I I 1 2 3 3x4 = 4 5 6 o s 0 0 o o T 0 c e a p 11 10 8 ��/ 1.5x3 1 l.5x3 II 3x6= lQ—, 3x6= 3x4= I 10-5-4 10-5-4 Plate Offsets(X,Y)— [2:0-1-8,Edge],[3:0-1-8,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 0.54 Vert(LL) -0.13 8-9 >980 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.19 8-9 >653 360 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:47 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) 11=558/0-5-8,7=564/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-904/0,3-4=-1554/0,4-5=-1554/0 �yT�CENIO BOT CHORD 10-11=0/904,9-10=0/904,8-9=0/904,7-8=0/1124 9J r. -- WEBS 2-10=0/323,2-11=-1165/0,5-7=-1207/0,5-8=0/461,4-8=-321/0,3-8=0/720 GO �% QV `�V0 NOTES- y, :, �O`Z tll 1)Unbalanced floor live loads have been considered for this design. N 2) (by oProvide mechanical connection `-: others)of truss to bearing plate at joint(s)7. \ 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 J / be attached to walls at their outer ends or restrained by other means. 49639 t{,`� 4)CAUTION,Do not erect truss backwards. 9k � IST � �sSjONAVO-- jcGIN % 87 2 P E yr yN ,cv �Aj, OREG N ti�Ott 9O FM BER .�\ � On A. HE��P EXPIRES:06/30/2017 December 16,2015 8 it r.� a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design info the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIT 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 1 /q 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property orPersonalu I I (Drawings not to scale) Damage In offsets are indicated. rY r�� Dimensions are in ft-in-sixteenths. I4 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. liangiMMINERMI 2. Truss bracing must be designed by an engineer.For 0-1/16' wide truss spacing,individual lateral braces themselves WEBS 4 O may require bracing,or alternative Tor I �_� 1L11\11 I bracing should considered. 3. Never exceed the design loading shown and never I-� A stack materials on inadequately braced trusses. Prov e copies of his russ ign t e c-e cba cs-b O� 4. de i Idner,errecti ntsu tervisorr,,spro terty ownerrland For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. p y plates 0-14 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 joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. 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 �i� 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. 1 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. ■ilil0 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MINN .--. 6 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, Ft/i �T 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