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Plans (88) ,%isr- (Cr - t26e-e• c OFFICE COPY I / `1 ( S w �j 3 e rtis-74 !✓rte MiTeks' MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: 16-DD5352 Fax 916/676-1909 Rick's-Cadman The truss drawing(s)referenced below have been prepared by MiTek USA, Inc.under my direct supervision based on the parameters provided by Precision Roof Trusses,Inc. Pages or sheets covered by this seal: R46751039 thru R46751046 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. D PR OFFS, 4° � GINEF,4 0 Q 87022PE 9r NEAT OREGON tiOWN 9� AMBER 1� 4 OS A. Her, EXPIRES:06/30/F 7 March 8,2016 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. f } Job Truss Truss Type * Qty Ply Rick's-Cadman R46751039 16-DD5352 A01 California Girder 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 # 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 08 08:54:53 2016 Page 1 ID:B_RtraU VIrmN5b2sii98gzd1al-ylrGLDK9bpegSTM5RBUYTI1sUrS1efi6Ciw7ARzd1P0 I 7-2-4 10-31 12-1-13 1 -9-11 20-0-0 I 7-2-4 0-7-15 4-3-10 0-7-15 7-2-4 Scale=1:33.7 4x8 4.00 12 bx8 3 �� Imo♦ , 'milt 2x3 I ``. 5 2x3 I I N r 2 ` r' N al: 6 1 r v - blies 1,, 3x4= l 10 8 11 3x4 = 6 9 3x4= 7 3x4= 3x4 = I 2-4-0 24112 10-0-0 I 17-6-4 1701-0 20-0-0 I 2-4-0 0-1-12 7-6-4 7-6-4 0-1-12 2-4-0 Plate Offsets(X,Y)-- 13:0-3-12,0-1-121,14:0-3-12,0-1-121,17:0-1-12,0-1-81,(9:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.07 8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.70 Vert(TL) -0.21 7-8 >858 180 BCLL 0.0 * Rep Stress Incr NO WB 0.42 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code IRC2012/TPI2007 (Matrix) Weight:82 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 DF No.2 2-0-0 oc purlins(2-8-14 max.):3-4. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9,4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1556/0-3-8,7=1556/0-3-8 Max Horz 9=-29(LC 11) Max Uplift 9=-245(LC 4),7=-245(LC 5) FORCES. (Ib)-Max,Comp./Max.Ten.-All forces 250(Pb)or less except when shown. TOP CHORD 3-4=-2352/265 BOT CHORD 8-9=-252/2225,7-8=-242/2225 WEBS 2-9=-272/125,5-7=-272/125,3-8=0/269,4-8=0/269,3-9=-2464/367,4-7=-2464/367 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=120mph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� D P R OFFS 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide F will fit between the bottom chord and any other members. '< I N LSI. Co AG 6)A plate rating reduction of 20%has been applied for the green lumber members. c.:0,"• ''' �' 9 /'2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 245 lb uplift at joint 9 and 245 lb uplift at joint7. Q 8 I 2PE 9c 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)410 lb down and 51 lb up at ' 7-6-10,and 410 lb down and 51 lb up at 12-5-6 on top chord. The design/selection of such connection device(s)is the CV responsibility of others. 2r. N� / H 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). y 'oj, OREGO n,, �/ • Q LOAD CASE(S) Standard tor, '7eER 1```P� A f�E 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 s �\ Uniform Loads(pft) Vert:1-3=-64,3-4=-159(F=-95),4-6=64,1-10=-20,10-11=-50(F=-30),6-11=-20 EXPIRES:06/30/2017 t Continued on pace 2 March 8,2016 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 MN' 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply Rick's-Cadman R46751039 16-DD5352 A01 California Girder 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 08 08:54:53 2016 Page 2 I D:B_RtraU_VIrmN5b2sii98gzd 1 al-yIrGLDK9bpegSTM5RBUYTI I sUrSI efi6Ciw7ARzd t PO LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-410(F)4=-410(F) I 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TM 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 .L Job Truss Truss Type Oty Ply Rick's-Cadman R46751040 16-DD5352 A02 Common 6 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 08 08:54:53 2016 Page 1 ID:B_RtraU VIrmN5b2sii98gzdlal-yIrGLDK9bpegSTM5RBUYT110NrWxeiv6Ciw7ARzd1P0 I 5-5-1 10-0-0 I 14-6-15 20-0-0 5-5-1 4-6-15 4-6-15 5-5-1 Scale=1:32.6 4x4= 4 4.00 12 3x4 % 3x4 ... .000 3 5 " 2x3 I 2x3 II 2 / 6 J 2 1 _ 7 li mem rai a PLI maim 0 I,, a 0 3x4= 9 3x4= 10 8 3x4 = 3x8= 3x4= 2-4-0 2-511210-0-0 17-6-4 17t$�-00 20-0-0 2-4-0 0-1-12 7-6-4 ' 7-6-0 0-1-12 2-4-0 Plate Offsets(X,Y)— 13:0-1-0,0-1-81,15:0-1-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.05 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.14 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code IRC2012/TPI2007 (Matrix) Weight:84 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=840/0-3-8,8=840/0-3-8 Max Horz 10=38(LC 8) Max Uplift 10=-146(LC 4),8=-146(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-784/69,4-5=-784/69 BOT CHORD 9-10=-94/670,8-9=-57/670 WEBS 3-10=-961/211,5-8=-961/212 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=120mph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. p t 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 lb uplift at joint 10 and 146 lb uplift i) OFFS at joint 8. �� o \c ' �NG,I NEF9 c5> 870 2PE 9 y9� 0REGO r'-• 1\/ 0 MBER 11 \ �`) A. HE?` EXPIRES:06/30/2017 March 8,2016 f I mg A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI-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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 - Job Truss Truss Type Qty Ply Rick's-Cadman R46751041 16-DD5352 CGA01 DIAGONAL HIP GIRDER 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 08 08:54:54 2016 Page 1 ID:B_RtraU_VIrmN5b2sii98gzd 1 al-QyPeYZLnM7nh4cxl?v'?nOVa7TFveN62FRMfhifzd t P? 1 4-4-8 7-2-0 11-1-3 113-11 14-0-3 4-4-8 2-9-8 3-11-3 0-2-b 2-8-8 Sial--1:23.2 rb 4x5 = 2.83 112 4 2x3 II 11 V 3 A � r 10 r 2 M 3x4 = A 2 9 w 1.01 1 3x4 = 12 13 7 14 6 8 3x8 = 2x4 II 2x3 II 1 3-2-14 3)5-5 7-2-0 11-1-3 1 3-2-14 0-2-9 3-8-11 3-11-3 Plate Offsets(X,V)- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.01 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.23 Vert(TL) -0.03 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.41 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code IRC2012/TPI2007 (Matrix) Weight:51 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 OF No.2 except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=63/Mechanical,4=512/0-2-2,8=1171/0-4-15 Max Horz 8=107(LC 5) Max Uplift 5=-27(LC 4),4=-105(LC 8),8=-220(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-193/639,2-3=-416/29,3-4=-421/55 BOT CHORD 1-8=-539/194,7-8=-539/142 WEBS 2-8=-938/199,3-7=-294/98,4-7=-79/409,2-7=-146/927 NOTES- 1)Wind:ASCE 7-10;Vutt=120mph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. � D P R OFFS 5)Refer to girder(s)for truss to truss connections. �E 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. �c.. NGINS F s� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 5,105 lb uplift at joint c �(- 9 2 4 and 220 lb uplift at joint 8. -y 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. Q 870 2 PE 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)140 lb down and 17 lb up at 2-7-6,140 lb down and 17 lb up at 2-7-6,15 lb down and 2 lb up at 5-5-5,15 lb down and 2 lb up at 5-5-5,and 62 lb down and 8 lb up at 8-3-4,and 62 lb down and 8 lb up at 8-3-4 on top chord,and 38 lb down and 5 lb up at 2-7-6,38 lb down and 5 lb up at NCC\ 2-7-6,34 lb down and 4 lb up at 5-5-5,34 lb down and 4 lb up at 5-5-5,and 37 lb down and 5 lb up at 8-3-4,and 37 lb down and -y j OREGO ti,O<U 5 lb up at 8-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 'QPOS' /3ER \1 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). A. HERS LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES:06/30/2017 Continued on Daae 2 March 8,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. 111. 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • Job Truss Truss Type Qty Ply Rick's-Cadman , R46751041 16-DD5352 CGA01 DIAGONAL HIP GIRDER 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 08 08:54:54 2016 Page 2 ID:B_RtraU_VIrmN5b2sii98gzd 1 al-QyPeYZLnM7nh4cxl?v?nOVa7TFveN62FRMfhitzd 1 P? LOAD CASE(S) Standard Uniform Loads(ptf) Vert 1-4=-64,4-5=-64,1-6=-20 Concentrated Loads(Ib) Vert:9=-272(F=-136,B=-136)10=-30(F=-15,B=-15)11=-120(F=-60,B=-60)12=-74(F=-37,B=-37)13=66(F=-33,B=-33)14=-72(F=-36,B=-36) l I 11•111111M WARNING-Verily design parameters and READ NOTES ON TIPS AND INCLUDED MITEK REFERENCE 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 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 Solely 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 Rick's-Cadman R46751042 16-DD5352 JA01 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 08 08:54:54 2016 Page 1 I D:B_RtraU_VlrmN5b2sii98gzd 1 al-QyPeYZLnM7nh4cxl?v?nOVaDfFyoNCRFRMthitzd 1 P? 1-10-3 1-10-3 Scale=1:7.4 4.00 12 2 ri 1 •111111111111111111111111111 d d 3 3x4 = HORIZONTAL REACTION 225 lbs. CONNECTION BY OTHERS 1-10-3 1-10-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 1 n/r 180 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 1 n/r 90 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IRC2012/TPI2007 (Matrix) Weight:5 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=136/Mechanical,3=18/Mechanical Max Horz 2=225(LC 1),3=-225(LC 1) Max Uplift 2=-50(LC 4),3=-8(LC 4) Max Gray 2=136(LC 1),3=37(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-92/253 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 lb uplift at joint 2 and 8 lb uplift at joint 3. 6)Non Standard bearing condition. Review required. �c�ED P R 0Pee, Q\c, NG1NEF9 /O29 87022P. , %,, ORGON (i? �H •ACS SMB E R �p OS .4. He?,‘-‘P EXPIRES:06/30/2017 March 8,2016 ( A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 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 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/TPIl Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Suite 109 Citrus heights,CA 95610 Job Truss Truss Type Qty Ply Rick's-Cadman R46751043 16-DD5352 JA02 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 08 08:54:55 2016 Page 1 ID:B_RtraU_VIrmN5b2sii98gzdtal-u8z0mvMP7RvYhmWUYcW0Yj7M3fFp6f9PfOPEEJzd1 P_ 3-10-3 3-10-3 Scale=1:10.8 3 4.00 .1T2- 2.3 II 2 co � 0 1 .\/ 3x4= ♦ 4 5 2x3 II 2-4-0 2-5-12 3-10-3 2-4-0 0-1-12 1-4-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.24 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(TL) -0.03 3 n/a n/a BCDL 10.0 Code IRC2012/TPI2007 (Matrix) Weight:12 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-64/Mechanical,4=-79/Mechanical,5=461/0-3-8 Max Horz 5=40(LC 4) Max Uplift 3=-64(LC 1),4=-79(LC 1),5=-140(LC 4) Max Gray 3=15(LC 4),4=33(LC 4),5=461(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-282/99 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 3,79 lb uplift at joint 4 and 140 lb uplift at joint 5. co AG EE9 sv0 87022PE "P.r y �'oj, OREGO ti <~ o AMBER .N OSA HE 0 EXPIRES:06/30/2017 March 8,2016 r , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 919.7473 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 Y 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 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Solely 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 Rick's-Cadman R46751044 16-DD5352 JA03 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 08 08:54:55 2016 Page 1 I D:B_RtraU_VIrmN5b2sii98gzd 1 al-u8zOmvMP7RvYhmWUYcWOYj7LjfFC6f8PfOPEEJzd 1 P_ 5-10-3 5-10-3 Scale=1:14.6 3 4.00 12 2x3 I I 2 1 _ 3x4 = 4 5 2x3 II 2-4-0 2p5-112 5-10-3 2-4-0 0-1-12 3-4-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(TL) 0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) -0.04 3 n/a n/a BCDL 10.0 Code IRC2012/TPI2007 (Matrix) Weight:17 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=60/Mechanical,4=1/Mechanical,5=425/0-3-8 Max Horz 5=60(LC 4) Max Uplift 3=-38(LC 8),5=-108(LC 4) Max Gray 3=60(LC 1),4=36(LC 3),5=425(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-292/108 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 3 and 108 lb uplift at joint 5. P R°FFss ' 87022PE N N y �''0j, OR EG N Q4N O �M8ER .\ OSA HEC;N4P EXPIRES:06/30/2017 March 8,2016 it 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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 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 r .1 Job Truss Truss Type Qty Ply Rick's-Cadman R46751045 16-DD5352 JA04 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 08 08:54:56 2016 Page 1 ID:B_RtraU_VIrmN5b2sii98gzd 1 al-MKXOzFM 1 uk1 PJw5g6K1 FswfVS3bgr6EYug8nmmzd 1 Oz I 7-10-3 I 7-10-3 3 Scale=1:18.2 II 4.00 12 rn <n 2x3 II o N 2 i-- N N 1 —mallIllggliglli : Ell3x4 — '/ 5 2x3 II I 2-4-0 2-(-12 7-10-3 2-4-0 0-1-12 5-4-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.02 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(TL) -0.06 4-5 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.04 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code IRC2012/TP12007 (Matrix) Weight:23 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=135/Mechanical,4=40/Mechanical,5=480/0-3-8 Max Horz 5=81(LC 4) Max Uplift 3=-62(LC 8),5=-105(LC 4) Max Gray 3=135(LC 1),4=84(LC 3),5=480(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-360/142 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 lb uplift at joint 3 and 105 lb uplift at joint 5. ���Eu i R olCFssio �� 5 NGINEFR 9 87022PE r (Il y 3,) OREG•N q5 Off/ PO �M8ER 11 psA HE \ EXPIRES:06/30/2017 March 8,2016 I I MIMI A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 fabrication,storage.delivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply Rick's-Cadman R46751046 16-DD5352 JA05 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 08 08:54:56 2016 Page 1 ID:B_RtraU_VlrmN5b2sii98gzdlal-MKXOzFM1 uk1 PJw5g6K1 F5wfV43bbr6EYug8nmmzdl Oz 7-11-4 9-10-3 7-11-4 1-10-15 4 Scale=1:21.5 II d 3 4.00 12 M co i o cb 2x3 II 2 � I 3x4 = 6 5 2x3 II 2-4-0 2- -'(2 7-11-4 2-4-0 0-1-12 5-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.02 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(TL) -0.07 5-6 >932 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) -0.02 4 n/a n/a BCDL 10.0 Code IRC2012/TPI2007 (Matrix) Weight:26 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)6=0-3-8,3=0-1-8. (Ib)- Max Horz 6=101(LC 4) Max Uplift All uplift 100 lb or less at joint(s)4,6,3 Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 6=486(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-369/141 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,6,3. PR 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. `�Q`�D O�Fss �NGINEF9 /�29 87022PE N ^N C:7%), OREG N rye Off~ 9OOc�-78ER \1 \ S A. HEc; EXPIRES:06/30/2017 March 8,2016 t / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AWTEK REFERENCE 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,not111. a truss system.Before use,the building designer must verity 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/TPII Qual ty 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown int ft-in-sixteenths Failure to Follow Could Cause Property 3/" Center plate on joint unless x,y P Y 4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury r��= Dimensions are in ft-in-sixteenths. 11140ii. 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. 0'1/16" 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves pmay require bracing,or alternative Tor I MilligiEr O IL\11111rdiki pbracing should be considered. 1_� O Oz 3. stack exceedatthe designadloading and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 co- cs-e , designer,erection supervisor,property owner and plates 0-1/1,4' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in Mitek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC E$Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 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 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, 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. i_R, 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 DSB-89: Design Standard for Bracing, Mil is not sufficient. BCSI: Building Component Safety Information, I'411 iTe k� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/7P11 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015