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Plans (37) .i , , Job Truss Truss Type Qty Ply Reliable Contractors R36089629 OT-09857 Al GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.410 s Feb 12 2013 MiTek Industries,Inc. Fri Mar 15 17:02:50 2013 Page 1 I D:uyIJ IOQBvYQFfO?1 ZJ6M6mzadZI-mLY7IHRhPEMsMiZ2nj5_Xv_4ByWezmRoA3Xx3XzadTp -1-6-0 I 12-2-0 24-4-0 1-6-0 12-2-0 12-2-0 Scale=1:44.4 4x4 = 10 9 .;, 11 8 7, E 12 6.00127 E E 13 6 E 14 5 E E 15 4 E 16 CO 3 S E 17 G 2 18 �1 2 d I P ® o ® l* H Id * id Id I 01 nnnn2 1.\1 Wnnnnnnnnnnnnnnnnnnnnnnn , nnnnnnn nnnA/\A?W ?'\> 1 2 nnn o 3x4 = 3x4 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x4 = I 24-4-0 I 24-4-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.10 Vert(LL) -0.00 1 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.04 Vert(TL) -0.00 1 n/r 90 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 18 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 141 lb FT=0% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 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 24-4-0. (Ib)- Max Horz 2=133(LC 5) Max Uplift All uplift 100 lb or less at joint(s)2,28,29,30,31,32,33,34,26,24,23,22,21,20 except 19=-109(LC 6) Max Gray All reactions 250 lb or less at joint(s)18,2,27,28,29,30,31, 32,33,34,26,24,23,22,21,20, 19 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf; BCDL=6.0psf;h=25ft;Cat. II; Exp C;enclosed; MWFRS(low-rise)gable end zone;cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x3 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. ��� P R FFs 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*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 6- fit between the bottom chord and any other members. \� G j N EF9 /0 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,28,29,30,31,32, • 3640 P �� 33,34,26,24,23,22,21,20 except(jt=lb) 19=109. 7 Air LOAD CASE(S) Standard a lig -v OREGOs o O SOON Digital Signature EXPIRATION DATE: 12-31-14 ' March 18,2013 11 • ®WARNING.-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI ERENCE FAf3'E MU-7473 ORE MUM Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the M iTekm erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Sh ern Pine ISP)lumber is spec Med,the design values are those effective 0112013 by ALSC: Job Truss Truss Type Qty Ply Reliable Contractors R36089630 OT-09857 A2 Common 7 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.410 s Feb 12 2013 MiTek Industries,Inc. Fri Mar 15 17:02:51 2013 Page 1 ID:uyIJ IOQBvYQFfO?1 ZJ6M6mzadZI-EY6WdSJAYUj_s8EKRcD46XBKM18i9syOjGUbzzadTo � -1-6-0 I 6-4-6 12-2-0 17-11-10 24-4-0 1-6-0 6-4-6 5-9-10 5-9-10 6-4-6 Scale=1:42.9 4x5 = 4 6.00 112 2x3 \\ 2x3 // 3 5 6 2 YI o Ell 1; 01 t 4 9 10 11 8 7 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 1 8-2-15 16-1-1 1 24-4-0 8-2-15 7-10-1 8-2-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.33 Vert(LL) -0.16 7-9 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.47 Vert(TL) -0.31 6-7 >918 180 BCLL 0.0 * Rep Stress Incr YES WB 0.30 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 101 lb FT=0% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins. BOT CHORD 2x4 DF No.1&Btr G 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) 6=1060/Mechanical,2=1179/0-5-8 (min.0-1-8) Max Horz 2=109(LC 5) Max Uplift6=-98(LC 6),2=-174(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1878/163,3-4=-1672/171,4-5=-1706/192,5-6=-1918/185 BOT CHORD 2-9=-153/1590,9-10=-36/1091, 10-11=-36/1091,8-11=-36/1091,7-8=-36/1091, 6-7=-105/1639 WEBS 4-7=-74/682, 5-7=-384/182,4-9=-53/633,3-9=-350/168 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf; BCDL=6.0psf; h=25ft;Cat. II; Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 20.0psf 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,with BCDL= 10.0psf. 5)A plate rating reduction of 20%has been applied for the green lumber members. ��� P R Ore cS' 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) �'` GINE �'W 2=174. N F,4 Q7/ LOAD CASE(S) Standard Ail 83641 P E -7 c— ft "oil -- r +` �y��ORE,G �', � -7 q '1u�►i ' �c� 00 SOON O Digital Signature EXPIRATION DATE: 12-31-14 March 18,2013 1 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK ERENCEPAGE3 !-747S BEFORE USE, MIMI Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. MI. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine ISP)konber is specified,the design values ere those effective 01f2013 by ALSC Job Truss Truss Type Qty Ply Reliable Contractors R36089631 OT-09857 B1 GABLE 1 1 , Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.410 s Feb 12 2013 MiTek Industries,Inc. Fri Mar 15 17:02:51 2013 Page 1 ID:uyIJ IOQBvYQFfO?1 ZJ6M6mzadZl-EY6WdSJAYUj_s8EKRcD46XFxMsmi D8yOjGUbzzadTo -1-6-0 I 8-9-0 I 17-6-0 19-0-0 , 1-6-0 8-9-0 8-9-0 1-6-0 Scale=1:33.7 4x4 -=- 8 8 9 7 P. 6. 10 6.00 112 6 r V 11 5 PP.r mil 0?V 12 T 4 v Po iii 61 13 3 r 111he 14 2 ❑ ❑ ❑ ❑ ❑ LI ❑ II ❑ 1i. li 0 01 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 4 15 o 3x4 = 26 25 24 23 22 21 20 19 18 17 16 3x4 = I 17-6-0 I 17-6-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.10 Vert(LL) -0.01 15 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.01 15 n/r 90 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:90 lb FT=0% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 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 17-6-0. (Ib)- Max Horz 2=91(LC 5) Max Uplift All uplift 100 lb or less at joint(s)22,23,24,25,26,20, 19, 18, 17, 16 except 2=-121(LC 5), 14=-138(LC 6) Max Gray All reactions 250 lb or less at joint(s)2, 14,21,22,23,24,25,26,20, 19, 18, 17, 16 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf; BCDL=6.0psf; h=25ft;Cat. II; Exp C;enclosed; MWFRS(low-rise)gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x3 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*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 �Q.�D P R OFFS fit between the bottom chord and any other members. '� �' 9)A plate rating reduction of 20%has been applied for the green lumber members. \� GIN EFR /O2 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,23,24,25,26, 20, 19, 18, 17, 16 except(jt=lb)2=121, 14=138. if 8364,°P E �r LOAD CASE(S) Standardfil • t 46 -v OREG0 aN ;o _ pyo�q '' 1 ' o\4 O SOON Digital Signature EXPIRATION DATE: 12-31-14 March 18,2013 I I ®W -Verify design parameters and READ NOTES ON THIS AM)INCLUDED MITER'REF E PAGE T 7473 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MI is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pirie1S131 lumber is we..c Wert,the design values are those effective 06/01/2013 by ABC 411111 . Job Truss Truss Type Qty Ply Reliable Contractors R36089632 OT-09857 82 Common 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.410 s Feb 12 2013 MiTek Industries,Inc. Fri Mar 15 17:02:52 2013 Page 1 I D:uyIJIOQBvYQFfO?1 ZJ6M6mzadZl-ikftjzTxxscabOjRu87SdK4PRm59Rdi5dN017QzadTn 1-6-0 4-7-14 8-9-0 12-10-2 17-6-0 19-0-0 1-6-0 4-7-14 4-1-2 4-1-2 4-7-14 1-6-0 Scale=1:33.7 4x4 4 6.00 12 2x3 2x3 5 3 rn er 0 2 6 7 Io 8 ,1111, 3x4 3x4 3x8 8-9-0 17-6-0 I 8-9-0 8-9-0 Plate Offsets(X,Y): j2:0 2 12,0 1 8),16:0-2-12,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.18 Vert(LL) -0.08 6-8 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.24 6-8 >840 180 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:73 lb FT=0% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G 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) 2=826/0-5-8 (min.0-1-8),6=826/0-5-8 (min.0-1-8) Max Horz 2=79(LC 5) Max Uplift2=-147(LC 5),6=-147(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1158/120,3-4=-870/78,4-5=-870/78,5-6=-1158/120 BOT CHORD 2-8=-96/972,6-8=-38/972 WEBS 4-8=0/468,5-8=-306/124,3-8=-306/123 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf; BCDL=6.0psf; h=25ft;Cat. II; Exp C;enclosed; MWFRS(low-rise);cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 20.0psf 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. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=147, ���D P R OFFS 6=147. '� NAGINEF9 SA, LOAD CASE(S) Standard -57 83. OPE 7 OREGO �` COC/,gRY 2,2�, o SOON Digital Signature EXPIRATION DATE: 12-31-14 March 18,2013 • A WARNING-Verify design parameters and READ NOTES ON THIS.AND INCLUDED ERENCE PAGE MU-7473 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 tf Southern Pine( )kantver is spec ified,the design values are those effective /01/2013 by A Job Truss Truss Type Qty Ply Reliable Contractors OT-09857 B3 COMMON 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.410 s Feb 12 2013 MiTek Industries,Inc. Mon Mar 18 08:02:47 2013 Page 1 ID:uyIJIOQBvYQFfO?1 ZJ6M6mzadZl-R73jBTU LnHKg45jGb2dnn8x02a9pMBy6ht_XSCzZkLc 8-9-0 17-6-0 8-9-0 8-9-0 6x8 M18SHS = Scale=1:32.6 2 • 6.00 12 rn v 1 00 443 5x8 i 5x8 5 4 5x8 5x8 4x10 M18SHS = 3x12 M18SHS 1/ 3x12 M18SHS \\ 4x10 M18SHS = 6-9-9 I 10-8-7 I 17-6-0 I 6-9-9 3-10-13 6-9-9 Plate Offsets(X,Y): [1:0-6-0,Edge], [1:0-0-15,0-5-8], 11:0-10-15,0-5-81,12:0-4-0,0-2-41, [3:0-6-0,Edge],[4:0-9-12,0-0-8), [5:0-7-12,0-0-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.53 Vert(LL) -0.11 1-5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.89 Vert(TL) -0.27 1-5 >757 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr NO WB 0.43 Horz(TL) 0.07 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 113 lb FT=0% LUMBER BRACING TOP CHORD 2x6 DF SS G TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x10 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=4712/0-5-8 (min.0-5-0),3=4712/0-5-8 (min.0-5-0) Max Horz 1=52(LC 4) Max Uplift 1=-637(LC 5),3=-637(LC 6) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-7200/954,2-3=-7200/955 BOT CHORD 1-5=-832/6440,4-5=-654/5012,3-4=-810/6440 WEBS 2-5=-383/3136,2-4=-383/3136 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-05;95mph;TCDL=4.2psf; BCDL=6.0psf; h=25ft;Cat. II; Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *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. �� Q PR 6) A plate rating reduction of 20%has been applied for the green lumber members. Ores 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 637 lb uplift at joint 1 and 637 lb uplift at 5- GIN Etc di joint 3. \ .- � R 2 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andAt ,- referenced standard ANSI/TPI 1. E 3640P �r" 9) Girder carries tie-in span(s):24-4-0 from 0-0-0 to 17-6-0 10) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). 1111, LOAD CASE(S) lb 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 9 OREGOI• ' � Uniform Loads(plf) 0 'w(/ 2f ,0 Vert: 1-3=-489(F=-469), 1-2=-64,2-3=-64 'S% 4 RY 2' fie' 2) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 o S Y QN Uniform Loads(plf) Vert: 1-3=-230(F=-190), 1-2=-14,2-3=-14 Digital Signature 3) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 EXPIRATION DATE: 12-31-14 March 18,2013 • let-1111.20u ��ii�}}��a C t WAKNt1&-Verify design parameters and READ NOTES ON THIS INCLUDED AIITEK REFERENCE PAGE 1YIII-7473 BEFORE USE. ffi.„ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the M iTek� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is spec ified,the design values are those effective 06/01/2013 by ALSC • • AA. Job Truss Truss Type Qty Ply Reliable Contractors OT-09857 B3 COMMON 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.410 s Feb 12 2013 MiTek Industries,Inc. Mon Mar 18 08:02:47 2013 Page 2 ID:uyIJ IOQBvYQFfO?1 ZJ6M6mzadZI-R73jBTU LnHKg45jGb2dnn8x02a9pM By6ht_XSCzZkLc LOAD CASE(S) Uniform Loads(plf) Vert: 1-3=54(F=66), 1-2=2,2-3=15 Horz: 1-2=-10,2-3=23 4) MWFRS Wind Right:Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-3=54(F=66), 1-2=15,2-3=2 Horz: 1-2=-23,2-3=10 5) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-3=54(F=66), 1-2=24,2-3=12 Horz: 1-2=-32,2-3=20 6) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-3=54(F=66), 1-2=12,2-3=24 Horz: 1-2=-20,2-3=32 7) 1st unbalanced Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads(plf) Vert: 1-3=-489(F=-469), 1-2=-64,2-3=-14 8) 2nd unbalanced Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads(plf) Vert: 1-3=-489(F=-469), 1-2=-14,2-3=-64 a WARNING-Verify design parameters and REM)NO TES ON THIS AND INCLUDEDt` ':. REFERENCE PAGE MI!-7473 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the M iTek� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine( )kirnberis ,the design values are those effective06/41/2D13byALSC • Job Truss Truss Type Qty Ply Reliable Contractors R36089634 OT-09857 Cl GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.410 s Feb 12 2013 MiTek Industries,Inc. Fri Mar 15 17:02:52 2013 Page 1 ID:uyIJIOQBvYQFfO?1 ZJ6M6mzadZl-ikftjzTxxscabOjRu87SdK4QNmBoRgx5dN017QzadTn -1-6-0 I 3-0-0 6-0-0 7-6-0 I 1-6-0 3-0-0 3-0-0 1-6-0 Scale=1:17.3 4x4 = 6.00 12 4 2 0 I , . :T. 6 8 6 ♦ 5 1 2x3 I I 3x4 = 3x4 = I 3-0-0 I fi-0-0 I 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.12 Vert(LL) -0.00 6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.06 Vert(TL) -0.01 2-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 24 lb FT=0% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G 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) 2=345/0-3-8 (min.0-1-8),4=345/0-3-8 (min.0-1-8) Max Horz 2=45(LC 5) Max Uplift2=-103(LC 5),4=-103(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-257/0,3-4=-257/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf; BCDL=6.0psf; h=25ft;Cat. II; Exp C;enclosed; MWFRS(low-rise);cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=103, <cp.ED P R OFFS 4-103. N� GINE-FR S/0 LOAD CASE(S) Standard 2 3640Pj �r" 7 40 Pr -v OREGO►. 0 sooty Digital Signature EXPIRATION DATE: 12-31-14 March 18,2013 I • ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE1411-7473 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. regl<i Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek* fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern PMe ISP)lucnber is spec died,the design values are those effective 01/201T by ALS.( .w. . . Job Truss Truss Type Qty Ply Reliable Contractors R36089635 OT-09857 C2 KINGPOST 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.410 s Feb 12 2013 MiTek Industries,Inc. Fri Mar 15 17:02:53 2013 Page 1 ID:uyIJIOQBvYQFfO?1 ZJ6M6mzadZI-AwDFwIUZi9kRD9IdSseh9Xcb7ATzA73Fs 1 IbfszadTm -1-6-0 3-0-0 6-0-0 7-6-0 1-6-0 3-0-0 3-0-0 1-6-0 Scale=1:17.3 3x4 = 3 6.00 12 0000A.000/ 4 2 al MIP 410 4 1 , 5 3x4 = 3x4 = I 6-0-0 I 6-0-0 Plate Offsets(X,Y): (3:0-2-0,Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.12 Vert(LL) -0.05 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.15 2-4 >461 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:22 lb FT=0% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 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=345/0-3-8 (min.0-1-8),4=345/0-3-8 (min.0-1-8) Max Horz 2=45(LC 5) Max Uplift2=-103(LC 5),4=-103(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf; BCDL=6.0psf; h=25ft;Cat. II; Exp C;enclosed; MWFRS(low-rise);cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 20.0psf 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. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=103, 4=103. LOAD CASE(S) Standard <<-\3° P R Ore„ eco iG'I N EFR /u 836 ,SPE -57c- (...- 57r y GREG! 0 -v& Zoic . 'S' gRY.12- 00 SOON O Digital Signature EXPIRATION DATE: 12-31-14 March 18,2013 i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IMI-74731 BEFORE USE. miss Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �� Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTeka erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is wiscifted,the design values are those effective 06/01/2013 by ALSC w Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION1 3/" Center plate on joint unless x, y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 (Drawings not to scale) offsets are indicated. Damage or Personal Injury ` EM= Dimensions are in ft-in-sixteenths. ilisbh,. 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. • 01 �� C1-2 C2-3 2. Truss bracing must be designed by an engineer. For '/164 wide truss spacing,individual lateral braces themselves WEBS may require bracing,or alternative Tor I 11\11 p bracing should be considered. 11=Iir U 3. Never ed the desdsand e U stack materials on inadequately loabracedhown trusses. ver 4. Provideexcecopies of this truss ign designing to the building C7-8 C6-7 C5-6 For 4 x 2 orientation, locate designer,erection supervisor,property owner and plates 0-1Ii 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. 4 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 i 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 t 4 x 4 width measured perpendicular ESR-1311, ESR 1352, ESR1988 responsibility of truss fabricator.General practice is to to slots. Second dimension is ER 3907, ESR 2362, ESR 1397, ESR 3282 camber for dead load deflection. the length parallel to slots. 11. Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that ,PPIndicated b s mbol shown and/or SYP represents values as publishedspecified. bytext in the bracingsection of the by AWC in the 2005/2012 NDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1, 2013 spacing indicated on design. If indicated. 14. Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15. Connections not shown are the responsibility of others. II 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. ih=4" reaction section indicates joint 111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. 111114 18. Use of green or treated lumber may pose unacceptable ►—� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI 1: 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, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek. ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 02/26/2013