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Plans (144) K;)-U,3 �e , °fir. lot MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL1 3-298 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: R46143132 thru R46143137 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. c����NG 2 �440.-N.`"3 87022PE 9r c �N �'oj,OREGON cL OLid O MBER .\ OS A. J EX' — : 4. 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. • mit MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL13-298 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: R46143132 thru R46143137 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ZONIO etc.' OF W '1')- o co,8„ �49639_ 4./ GISTEg 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. Il Job Truss Truss Type Qty Ply R46143132 PL13-298 UPPER F01 FLOOR 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:53:57 2015 Page 1 ID:OiIhLKKEepN1 FZ17gzmhOMy8PJ6-pbbXtNUg80HoKDnhcBFKfKRp7Yjs2BsXBOplhYy80t8 0-1-8 H I 2-6-0I I 1-10-4 1 1 1-1-8 II 1-2-0 II 0-11-0 1 Scale=1:32.5 1.5x3 II 1.5x3 = 3x4= 1.5x3 II 3x4= 1.5x3 II 3x8= 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 ® e 0 . a m 16 15 13 12 11 3x6= 3x6= 3x10 = 3x6= 1.5x3 I I 3x4 = 3x4= I 12-7-12 I 18-8-4 12-7-12 6-0-8 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) 1/deft Lid 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 Ina- YES WB 0.75 Horz(TL) 0.02 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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 6-0-0 oc bracing. REACTIONS. (lb/size) 17=611/0-5-8,14=1203/0-4-0,11=214/Mechanical Max Uplift11=-38(LC 3) Max Gray 17=615(LC 8),14=1203(LC 1),11=313(LC 4) 0,Ti(3Ni0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. risTAS-444:7, TOP CHORD 2-3=-1808/0,3-4=1808/0,4-5=-621/0,5-6=-621/0,6-7=0/818,7-8=-340/415,8-9=-340/415 G w 6�BOT CHORD 16-17=0/1293,15-16=0/1547,14-15=-818/0,13-14=-415/340,12-13=-415/340, I �. 01. til 11-12=-200/482 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 ,off 49639 w', NOTES- Q fP' 1)Unbalanced floor live loads have been considered for this design. �-.: 'R 2)Refer to girder(s)for truss to truss connections. sl,�N� 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 ar be attached to walls at their outer ends or restrained by other means. I 4)CAUTION,Do not erect truss backwards. ���'�O PROFF6' �c\� .,.. GIN -,... 6>029 870 2PE yU' I, N %.T OREG•N ci5bO<U "P /11 \'��Q� A. HEY% EXPIRES:06/30/2017 December 16,2015 MEM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/1015 BEFORE USE. 111^ Design valid for use only with MTek°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 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 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 V Job Truss Truss Type Qty Ply R46143133 PL13-298_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 09:53:57 2015 Page 1 ID:OiIhLKKEepNIFZ17gzmhOMy8PJ6-pbbXtNUg8OHoKDnhcBFKfKRtFYkS2KFXBOpIhYy80t8 1-2-0 1 1 t-2-0 I 1 0-10-12 2-6-0 I Scale:1"=1' 3x4= 11.5x3 11 2 31.5x3 11 4 3x4 = 51.5x3 11 e e � e 1.5x3 11 3x4= 9 8 7 6 3x4= 3x4= I 6-2-12 6-2-12 Plate Offsets(X,Y)— [2:0-1-8,Edge],[7:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl 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 Ina- YES WB 0.15 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:29 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=336/Mechanical,6=336/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-436/0,3-4=436/0 11--ONIO j4, BOT CHORD 8-9=0/436,7-8=0/436,6-7=0/542 S F' WEBS 2-9=-551/0,4-6=-582/0 O O y G Qty' �x e\ -' NOTES- i- Z '.. 0x C5 1)Unbalanced floor live loads have been considered for this design. i • 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. �15 ,p 49639 qa 0 tsT � .4.,, , ..8 ARO Poj •( 5 NGINEF i � ` R0�'y` r870 2PE y(..r) cv �•$, OREG• ryz O4/ '2O AMBER \' OS A. H .# 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. 1" 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 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/1811 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 R46143134 PL13-298_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 09:53:58 2015 Page 1 ID:OiIhLKKEepN1 FZ17gzmhOMy8PJ6-Hnev4jVlviPfyNMt9vmZCYz?sy_FngWgPgZrE_y80t7 26-0 ;off I 1-2-0 I I 1-5-4 1 -a-S I 8 Scale=1:26.9 3x4= 1.5x3 II 1.5x3 II 3x6 = 1.5x3 I I 1.5x3 II 3x4= 1.5x3 II 3x5= 1.5x3 = 1 2 3 4 5 6 7 8 9 �a m 14'-' 11011.111.11111.°11.1.11 1.111141.111111111111111111111.1111141. -o iiiiiit 1111 \ '. 16 ri e e e 15 14 13 12 11 S 3x4= 3x8 = 3x4= 1.5x3 II 3x8= 3x6=- 1 I 15-6-4 15-6-4 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/deft 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 IBC2012/TPI2007 (Matrix) Weight 70 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) 10=837/0-5-8,15=843/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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 �y ONlo , BOT CHORD 14-15=0/1839,13-14=0/3242,12-13=0/3112,11-12=0/3112,10-11=0/1566ASit '4 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 OS O'er NOTES- C) ,.(' t Ql d1)Unbalanced floor live loads have been considered for this desi n. tTi xN 92)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 tor be attached to walls at their outer ends or restrained by other means. rt. 49639 a 4)CAUTION,Do not erect truss backwards. k/ SIGNAL V,� c �NGINEFR /0 4, 2-9 87. 2PE Ir. �-0?, OREGO Ro kr 9O F48ER I� 4)OS A. HE0P EXPIRES:06/30/2017 December 16,2015 i f WARNING-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 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 Miiek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualify Criteria,DS8-89 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 V Job Truss Truss Type Qty Ply R46143135 PL13-298_UPPER F04 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:53:58 2015 Page 1 ID:OilhLKKEepN1 FZ17gzmhOMy8PJ6-Hn9v4jVIviPfyNMt9vmZCYz0CY7HnptgPgZrEy80t7 I 2-5-12 I 1 3x4 = 2 1.5x3 II Scale=1:8.5 m 5 //ul�lu',`�a 4 3 1.5x3 I I 3x4 = I 2-8-12 I 2-8-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lcc) I/deft L/d 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/TP12007 (Matrix) Weight:13 lb 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. (lb/size) 4=143/Mechanical,3=143/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- ,110 Nip 44, 1)Refer to girder(s)for truss to truss connections. 05 OV w -`W 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to IyGri be attached to walls at their outer ends or restrained by other means. G n. l9 d L-,---_, ��cD PROFFS �� �CNGINEF9 siO29 8702PE v cv �A� OtO Zy OS A. HE�\P EXPIRES:06/30/2017 December 16,2015 il A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t 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 true 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. Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply R46143136 PL13-298_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 09:53:58 2015 Page 1 ID:OiIhLKKEepN1 FZ17gzmhOMy8PJ6-Hn9v4jVlviPfyNMt9vmZCYzxwyuMnergPgZrEy80t7 I 2-6-0 l 1 0-9-12 II 1-2-0 1 1 1-7-12 1 Scale=1:29.4 1.5x3 II 3x8= 1.5x3 II 3x4= 1.5x3 II 4x4 = 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 . -.001.11.1.1......- -:- -AIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII: T 11 14 13 12 11 10 3x5= 3x8= 4x6= 1.5x3 I I 3x5= 3x5= I 16-10-8 16-10-8 Plate Offsets(X,Y)— [6:0-1-8,Edge],[11:0-1-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.28 13 >710 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.45 13-14 >443 360 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight:75 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-7 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. (lb/size) 15=921/0-1-12,10=921/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3331/0,34=3331/0,4-5=-3731/0,5-6=-3731/0,6-7=-3123/0,7-8=-3123/0 p,1yTiONIO BOT CHORD 14-15=0/2036,13-14=0/3857,12-13=0/3123,11-12=0/3123,10-11=0/2045 �7 IAS, WEBS 6-12=-365/0,7-11=-423/0,2-15=-2185/0,2-14=0/1391,4-14=-564/0,5-13=-420/0,6-13=0/1006,8-10=-2195/0, GO��O �y� 8-11=0/1278 p '°.es `'y ti l� - ntx=, O NOTES- 1 % x N 1)Unbalanced floor live loads have been considered for this design. y 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. ...6,P '49639 t, 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 O� IST 9 be attached to walls at their outer ends or restrained by other means. + As- s-IONALV�� jcGIN EF9 s/° 87 2PE -7r yN ,cv �Aj, OREG N ti�O4N 9O c‘M8ER 1\ On A. HE' EXPIRES:06/30/2017 December 16,2015 I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 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 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 buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rP11 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 WI Job Truss Truss Type Qty Ply R46143137 PL13-298 UPPER F06 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:53:59 2015 Page 1 ID:OiIhLKKEepN1 FZ17gzmhOMy8PJ6-m_iH13WxgOXWaXx3jclolIW9fMPKW5LpeKIPmQy80t6 0-1-8 H I 2-6-0I 1 1-10-4 1 1 1-1-8 II 1-2-0 11 0-t0-8 1 Scale=1:32.4 1.5x3 II 1.5x3 = 3x4= 1.5x3 II 3x4 = 1.5x3 II 3x8= 3x4 = 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 /` /X18 e o ee 16 15 " 13 12 3x6= 3x6= 3x10= 3x6= 1.5x3 II 3x4 = 3x4= I 12-7-12 I 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) 1/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 IBC2012/TPI2007 (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 6-0-0 oc bracing. REACTIONS. (Ib/size) 17=611/0-5-8,14=1203/0-4-0,11=210/0-2-0 Max Uplift 11=-40(LC 3) Max Gray 17=615(LC 8),14=1203(LC 1),11=310(LC 4) ONIO FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. GD�J� WASJa> 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, a 41,. 8-9=-333/416 p r:, Ch BOT CHORD 16-17=0/1292,15-16=0/1546,14-15=-818/0,13-14=-416/333,12-13=-416/333, y e , 0•i., - 11-12=-204/475 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, •i 7-14=-851/0,9-11=-510/219,9-12=-433/0 r,p 49639 w� NOTES- 04�� LSTER� 1)Unbalanced floor live loads have been considered for this design. aSS Cj 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 10IVAL 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. <�Q,EO PROFS.,, 4c\o NGINE90 /o�'y 870 2PE c--- o N cv^ N -7 �A), GREG• cy� ,4/../'AO k‘MQER 1,' OS A. HECk EXPIRES:06/30/2017 December 16,2015 I Mi a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. l Design valid for use only with MiTek®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 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/fPl1 Quality Criteria,DSR-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 3/" 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. I I (Drawings not to scale) Damage or Personal Injury MEE Dimensions are in ft-in-sixteenths. iim 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 orX-bracing,is always required. See BCSI. n C1-2 C2-3 Q-1/16 2. Truss bracing must be designed by an engineer.For ILI! WEBS wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tori AMM_ O p bracing should be considered. x IIIMAIr O �1 z0 3. Never exceed the design loading shown and never o O stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c-8 cb cs-b designer,erection supervisor,property owner and plates 0-1id' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 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 BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior 41=0 reaction section indicates joint ©2012 MiTek All Rights Reserved approval of an engineer. - number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. IMMO 18.Use of green or treated lumber environmental,health or performance unacceptable Consult 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 rtifil DSB-89: Design Standard for Bracing. snot sufficient. BCSI: Building Component Safety Information, o A k®" win20.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 V