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Plans (40) t u 1 '13 C 111G c G°vtSf PrP t. i 111\ CITYOFTIGA. Air_ BUILDING DIVISION -MU IllAill-'4\N( 1 45-08-08 1 —_ y y 33-01-00 , 10-01-08 1 1 c Z J D N Iii•\ 53 I A02 B. '.1 IA05 ia 1 III: co IIIli IIIIiN g$ s $ Q I 1111 II N.9 III ti 6 11r M FPS' N y - o 0 gNo o IT1 in Ir 43-02-08 ( ''. 3' i �I. 45-08-08 — THIS ISA TRUSS PLACEMENT DIAGRAM ONLY. 11.___ ---_.. 15877 SE 98th Ave These trusses are designed as individual building components to be incorporated into the building design TCLL(PSF):25 P R Q$ � d Clackamas, OR 97015 at the specification of the budding designer.See the Prii individual design sheets for each truss design identified TCDL(PSF):7 Phone: 1-503-557-8404 on the placement drawing.The building designer is BCLL(PSF):0 y BUR.DER: DATE: SCALE: responsible for temporary and permanent bracing of the BCDL PS 10 DR Horton roof and floor system and for the overall structure.The (PSF): 1 08/08/2011 NTS design of the truss support structure including headers, TL(PSF):42 beams,walls,and columns is the responsibility of the PROJECT:4702 Elev A DRAWN JOB 8: building designer.For general guidance regarding Wind Speed:100 BY: Dennis B B1109750 bracing,consult"Bracing of wood trusses"available LL DEFL:L/240 from the Truss Plate Institute,583 D'Onifrio Drive; ADDRESS:Heights at Bull Mountain Tigard Madison,WI 53179 —_® MiTele POWER To PERFORM.'" MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: B1 1097 50 Fax 916/676-1909 Dr Horton/4702 A The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by ProBuild West (Clackamas ,OR). Pages or sheets covered by this seal:R33480311 thru R33480322 My license renewal date for the state of Oregon is December 31,2012. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ���EO PRQ,t GINFFR /� -3 `J 836 •E �r y ORE : �r 0 (./4. 2O�C? SOON Digital Signature EXPIRATION DATE: 12-31-12 August 8,2011 Ong,Choo Soon The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply Dr Horton/4702 A R33480311 B1109750 A01 Common Truss 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Mon Aug 08 14:03:10 2011 Page 1 ID:KjydtTYN4Us_MwhxjKGO6yypsyp-V 1 H WeC p?ww0m0U16xPFZMhrggrgziwUp37PXi WypsTl -0.10- 21-7-4 I 43-2-8 411-0- u-10 21-7-4 21-7-4 0-10-0 Scale=1.75.1 566= 5.00 12 13 12 5 0 6 3x6 s'-= 3x6 9 7 e 18 7 0 4.,4 19 I8 13 20 IS (3111 21 s 441 4 22 3 23 �11 2 B a V D 0 18 13 8��,iQ�.�.43 ft��.�® 11 i,..II....Et .��0N. ..e���. ,,. ,.,.� 2425 3x6= 48 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6 3x6= 3x6= I 43-2-8 I 43-2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.08 Vert(LL) 0.00 25 n/r 180 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.05 Vert(TL) 0.01 25 n/r 180 BCLL 0.0 * Rep Stress Ina YES WB 0.12 Horz(TL) 0.01 24 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Wind(LL) 0.00 24 n/r 90 Weight:249 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 x 4 DF Std G WEBS 1 Row at midpt 13-36,12-37,14-35 - MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 43-2-8. (Ib)- Max Horz2=-115(LC 6) Max Uplift All uplift 100 lb or less at joint(s)2,37,38,40,41,42,43,44,45,46,35,34,33,31,30,29, 28,27,26,24 Max Gray All reactions 250 lb or less at joint(s)2,36,37,38,40,41,42,43,44,45,35,34,33,31,30, 29,28,27,24 except 46=295(LC 9),26=295(LC 10) 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;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever 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 1-2002. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 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.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. (L eS 9)A plate rating reduction of 20%has been applied for the green lumber members. �� PR OFF 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and c-;= GI Ni.-Eo6"/ referenced standard ANSI/TPI 1. N R2 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -� 41 :3640P r LOAD CASE(S) Standard ill xi y OREGO, C/�yOV&A R 2/C, On SOON Digital Signature EXPIRATION DATE: 12-31-12 August 8,2011 1 A WARNING-Verify design parameters clad READ MOTES ON THIS AND INCLUDED MIME REFERENCE PAGE 1III-7473 ren.10-b8 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 paramenters 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 MI x erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rawee.o.cwms.r 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,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Dr Horton/4702 A R33480312 B1109750 A02 Common Truss 6 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Mon Aug 08 14:03:12 2011 Page 1 I D:KjydfTYN4Us_MwhxjKG06yypsyp-RQ PG3ugFSYGUFoBV2q H 1 R6wzbfAQAi06XRudnPypsTj -9-10-P 7-2-7 I 14-4-13 21-7-4 I 28-9-11 I 36-0-1 43-2-8 4�1-0-t 0-1 7-2-7 7-2-7 7-2-7 7-2-7 2 7 7-2-7 7-2-7 0-10- Scale=113.6 5x6= 5.00 12 6 13 3x4 i 354 3x6% 5 7 356 4 \lip' 44 • 254\ 2x4// 3 g 2 10 I r1 01a ,a —\111 .2.--. 17 18 19 16 15 20 21 14 22 13 23 12 '- 4x10= 3x4= 558 WB= 454= 5510 WB= 354= 4510 454= 8-7-11 17-3-6I 25-11-2 34-6-13 I 43-2-8 8-7-11 8-7-11 8-7-11 8-7-11 8-7-11 Plate Offsets(X,Y): [2:0-0-0,0-0-41,[5:0-1-8,0-1-81,[7:0-1-8,0-1-81,[10:0-0-0,0-0-41,[12:0-1-12,0-1-81,[14:0-1-8,0-2-01,[15:0-1-8,0-2-01,[17:0-1-12,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.45 14-15 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.93 14-15 >551 180 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(TL) 0.25 10 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:202 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. • BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2 x 4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=2080/0-5-8 (min.0-2-4),10=2080/0-5-8 (min.0-2-4) Max Horz2=115(LC 5) Max Uplift2=-354(LC 5),10=-354(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4478/660,3-4=-4279/657,4-5=-4118/670,5-6=-3366/546,6-7=-3366/546, 7-8=-4118/670,8-9=-4279/657,9-10=-4478/660 BOT CHORD 2-17=-637/4033,17-18=-440/3348,18-19=-440/3348,16-19=-440/3348, 15-16=-440/3348,15-20=-203/2496,20-21=-203/2496,14-21=-203/2496, 14-22=-325/3348,13-22=-325/3348,13-23=-325/3348,12-23=-325/3348, 10-12=-522/4033 WEBS 6-14=-217/1191,7-14=-796/332,7-12=-140/776,9-12=-370/224,6-15=-217/1191, 5-15=-796/332,5-17=-139/776,3-17=-370/224 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever 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.Opsf. 5)A plate rating reduction of 20%has been applied for the green lumber members. �11�D P ii OFFS 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced c` standard ANSI/TPI 1. v ms's NFFR `r�p2 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -9 r iricLOAD CASE(S) Standard 83. 0 P E yy OREG•,S,O(.,gR z:Apr.'- ', . O SOON Digital Signature I EXPIRATION DATE: 12-31-12 1 August 8,2011 4 9 A WARNING-Verify design parameters and READ N0773S ON!MAIM INCLUDED MIIESREFERENCE PAGE 1517473 res.10.rob 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 paramenters 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 rowcx m.rn,owra fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Dr Horton/4702 A R33480313 B1109750 A03 Common Truss 5 1 - Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Mon Aug 08 14:03:13 2011 Page 1 ID:KjydfTYN4Us_MwhxjKG06yypsyp-vczeGErtDrOLtymhcYoH JT9N3Wuv8EFI5dBJrypsTi -fr10- 7-2-7 I 14-4-13 z1-7a 28-7-13 I 35-87 42-9-0 0-10 0 7-2-7 7-2-7 7-z-7 7-0-9 7-0-9 7-0-9 - Scale=1:755 566= 5001 6 is 3x4 i 3x4 3x8 5 7 3x6 4 4. 6 • 2x4\� 2x4// 9 40,00 2 \ / . 10 X ; n _ ]$/ '4 16 17 18 15 14 19 20 13 21 12 22 11 4x8= 6x8= 354= 558 WB= 454= 5810 WB= 354= 4x4= I 8-6-10 I 17-1-3 25-7-13 1 34-2-6 1 42-9-0 1 8-6-10 8-6-10 8-6-10 8-6-10 8-6-10 Plate Offsets(XX): [2:0-0-10,0-0-21,15:0-1-8,0-1-81,[7:0-1-12,0-1-81,110:Edge,0-3-31,113:0-1-12,0-2-01.114:0-1-8,0-2-01,[16:0-1-12,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.89 Vert(LL) -0.43 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.81 Vert(TL) -0.90 13-14 >569 180 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(TL) 0.25 10 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:200 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-3-8 oc bracing. - WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2 x 4 DF Std G be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide, Right:2 x 4 DF Std REACTIONS (lb/size) 2=2067/0-5-8 (min.0-2-3),10=1998/Mechanical Max Horz2=121(LC 5) Max Uplift2=-353(LC 5),10=-302(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4446/656,3-4=-4256/659,4-5=-4095/672,5-6=-3355/550,6-7=-3277/533, 7-8=-3959/653,8-9=-4117/632,9-10=4316/641 BOT CHORD 2-16=-640/4003,16-17=-443/3319,17-18=-443/3319,15-18=-443/3319, 14-15=-443/3319,14-19=-207/2465,19-20=-207/2465,13-20=-207/2465, 13-21=-329/3265,12-21=-329/3265,12-22=-329/3265,11-22=-329/3265, 10-11=-516/3858 WEBS 3-16=-370/224,5-16=-146/782,5-14=-792/333,6-14=224/1200,6-13=-206/1145, 7-13=-772/325,7-11=-133/709,9-11=-322/217 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��ED P A OFFs will fit between the bottom chord and any other members,with BCDL=10.Opsf. ` G I N EFR s/O 5)A plate rating reduction of 20%has been applied for the green lumber members. f- 6)Refer to girder(s)for truss to truss connections. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced • 83. i ,PE s- - standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 1 LOAD CASE(S) Standard OREG e x . �vcytiq R �0. 00 SOON O Digital Signature EXPIRATION DATE: 12-31-12 August 8,2011 lawA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED J TEKREFERENCE PAGE mit-7473 res.10.'08 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 paramenters 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 fabrication,quality control,storage.delivery,erection and bracing.consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Dr Horton/4702 A R33480314 81109750 A04 Common Truss 3 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Mon Aug 08 14:03:15 2011 Page 1 ID:KjydfTYN4Us_MwhxjKG06yypsyp-r?5Phvt71Te36Fw4kyr13kYUgsBBN2iYDO61 NkypsTg IV70. 7-2-7 14-4-13 21-7-4 I 28-9-2 I 35-11-0 43-0-14 d-,0-t 7-2-7 7-2-7 7-2-7 7-1-14 7-1-14 7-1-14 5cele=1.72.9 566= 5.00 FT 6 0. 3x4 i 3x4 3x6 5 7 366 4 8 4A f„1 °' 264\\ 264// 9 iiiiral 2 0 r1 rr n alis i 16 17 18 15 14 19 20 13 21 12 22 11 _' ) 4610= 4x10= 3x4- 568 WB= 464- 5x10 WB= 3x4- 4x4= I 8-7-6 I 17-2-12 I 25-10-2 I 34-5-8 I 43-0-14 I 8-7-6 8-7-6 8-7-6 8-7-6 8-7-6 Plate Offsets(X,Y): 12:0-0-0,0-0-41.f5:0-1-8,0-1-81,17:0-1-12,0-1-81,110:0-0-1,0-0-31,111:0-1-12,0-1-81,113:0-1-8,0-2-01,114:0-1-8,0-2-01,116:0-1-12,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.45 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.92 13-14 >554 180 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(TL) 0.25 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:200 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-3-4 oc bracing. WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2 x 4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=2078/0-5-8 (min.0-2-3),10=2008/0-3-14 (min.0-2-2) Max Horz2=121(LC 5) Max Uplift2=-354(LC 5),10=-305(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4472/660,3-4=-4276/658,4-5=4115/671,5-6=-3366/548,6-7=-3344/544, 7-8=-4087/672,8-9=-4247/660,9-10=-4446/662 BOT CHORD 2-16=-643/4027,16-17=-446/3343,17-18=446/3343,15-18=-446/3343, 14-15=446/3343,14-19=-209/2490,19-20=-209/2490,13-20=-209/2490, 13-21=-341/3330,12-21=-341/3330,12-22=-341/3330,11-22=-341/3330, 10-11=-540/3998 WEBS 3-16=-370/224,5-16=-141/778,5-14=-795/332,6-14=-219/1193,6-13=-215/1180, 7-13=-793/332,7-11=-143/767,9-11=462/225 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever 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.Opsf. (5)0 D RoF FS 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standardANSI/TPI1. ��5 . . GINEF,9 `r/02 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. '9 8364.4PE r LOAD CASE(S) Standard y4,OREGO CyO°qR O SOON Digital Signature EXPIRATION DATE: 12-31-12 August 8,2011 a WARNING-Vert)&design parameters and READ NOTES ON MUS AND INCLUDED MITER REFERENCE PAGE MU-7473 rm.1O-'O$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. I Applicability of design paramenters 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 Mk. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rr<wrcw.r; 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,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Dr Horton/4702 A R33480315 B1109750 A05 Common Truss 1 1 ' Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Mon Aug 08 14:03:16 2011 Page 1 ID:KjydfTYN4Us_MwhxjKG06yypsyp-JBenvFtIVmmwkPVGHgM_by5fXGXL6V_iS2srwAypsTf -Q9�10-P 7-2-7 14-4-13 I 21-7-4 26-8-11 l 36-0-1 1 43-2-8 0-10-4 7-2-7 7-2-7 7-2-7 7-2-7 7-2-7 7-2-7 - Scale=113.1 536= 5.00 12 6 O. IIIIII . 3x4 i 3x4 3x6% 5 7 3.6 4 6 254\\ 2x4// 3 2 /41111119 � .+ 10 16 17 18 75 14 19 20 13 21 12 22 11 , 4510= 354= 558 WB= 454= 5310 W8= 354= 4x70= 454= 8-7-11I 17-3-6 I 25-11-2 I 34-6-13 I 43-2-8 l 8-7-11 8-7-11 8-7-11 8-7-11 8-7-11 Plate Offsets(X,Y): [2:0-0-0,0-0-41,[5:0-1-8,0-1-81,17:0-1-8,0-1-81,[10:0-0-0,0-0-41,[11:0-1-12,0-1-81,113:0-1-8,0-2-01,114:0-1-8,0-2-01,[16:0-1-12,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.45 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.93 13-14 >550 180 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(TL) 0.25 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:201 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-3-2 oc bracing. - WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2 x 4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=2081/0-5-8 (min.0-2-4),10=2011/0-5-8 (min.0-2-2) Max Horz2=121(LC 5) Max Uplift2=-354(LC 5),10=-305(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4480/661,3-4=-4281/658,4-5=-4120/670,5-6=-3368/547,6-7=-3368/548, 7-8=-4129/679,8-9=-4290/666,9-10=-4489/669 BOT CHORD 2-16=-644/4035,16-17=-447/3350,17-18=-447/3350,15-18=-447/3350, 14-15=-447/3350,14-19=-210/2498,19-20=-210/2498,13-20=-210/2498, 13-21=-345/3352,12-21=-345/3352,12-22=-345/3352,11-22=-345/3352, 10-11=-548/4045 WEBS 6-13=-218/1193,7-13=-799/334,7-11=-147/785,9-11=-374/227,6-14=-217/1191, 5-14=-796/332,5-16=-139/776,3-16=-370/224 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever 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.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,with BCDL=10.Opsf. E� PROF 5)A plate rating reduction of 20%has been applied for the green lumber members. Q. F 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced ��� GI NEF `s6> standard ANSI/TPI 1. c 9 2 Ci 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. e/ -v 836 4. P E LOAD CASE(S) Standard �/ A y1/OREGO o rrA Oy0(igFly ORIBOWLV O SOON Digital Signature EXPIRATION DATE: 12-31-12 August 8,2011 1 i A WARNING.Verify design parmweters and READ NOTES ON THIS AND INCLUDED llllhYC.REFERENCE PAGE MU-7473 reu.70.'08 BEFORE USE. v. 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 paramenters 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 iTe erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding eulnun Kwrowxa 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,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Dr Horton/4702 A R33480316 B1109750 A06 COMMON TRUSS 4 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Mon Aug 08 14:03:18 2011 Page 1 I D:KjydfTYN4Us_MwhxjKGo6yypsyp-GamXKxv0101 ezjffP50ShNA_v4BPaMJ?vMLy_3ypsTd -q-iPQ 7-2-7 I 14-4-13 21-7-4 28-9-11 36-0-1 43-2-8 4�1- 0-1 7-2-7 7-2-7 7-2-7 7-2-7 7-2-7 2 7 7-2-7 0-10- Scab=173.6 356= 5.00 I12 7 3x6% 3x8 6 8 3x4 354 308 i 5 8 386 Illp4 \iiiii 3x4% 2x4// 3 2 W II IN II II I(/ 121 20 -,11411 li �' 18 21 22 17 23y 24 ` • 25 '26 i6 27 15 26 14 L 356 19 358 388 3x10= 254// 354= 456= 858= 358 II 3x8 II 888= 5x8 WB- 384= 5-2-2 I 10-1-8 10-0,4 16-7-4 I 26-7-4 34-6-13 I 43-2-8 5-2-2 4-11-6 0-2=12 6-3-0 10-0-0 7-11-9 8-7-11 Plate Offsets(X,V): [5:0-1-12,0-1-81,[6:0-1-4,0-1-81,[7:0-3-0,Edgel,18:0-3-4,0-1-81,[9:0-1-12,0-1-81,112:0-10-2,0-0-10],[16:0-4-0,0-2-4],[17:0-3-12,0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.97 Vert(LL) -0.57 14-16 >689 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -1.24 14-16 >317 180 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(TL) 0.20 12 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:250 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. - BOT CHORD 2 X 4 DF 2400F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G*Except" WEBS 1 Row at midpt 5-19 16-17:2 X 12 DF No.2 G MiTek recommends that Stabilizers and required cross bracing OTHERS 2 x 4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1177/0-5-8 (min.0-1-8),19=1327/0-5-8 (min.0-1-11),12=1886/0-5-8 (min.0-2-0) Max Horz2=-115(LC 6) Max Uplift2=-190(LC 6),19=-256(LC 5),12=-277(LC 6) Max Grav2=1177(LC 1),19=1611(LC 9),12=1886(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2412/405,3-4=-2141/407,4-5=-2112/418,5-6=-2612/332,6-7=-276/71, 8-9=-2985/343,9-10=-3609/483,10-11=-3770/472,11-12=-3970/475 BOT CHORD 2-20=-202/2202,19-20=-233/2101,18-19=-65/2214,18-21=-66/2220,21-22=-65/2235, 17-22=-64/2238,17-23=0/2274,23-24=0/2274,24-25=0/2274,25-26=0/2274, 16-26=0/2274,16-27=-122/2943,15-27=-124/2938,15-28=-131/2947,14-28=-131/2947, 12-14=-353/3570 WEBS 8-16=-59/1233,9-16=-798/302,9-14=-166/667,11-14=-378/239,6-17=0/539, 5-17=0/484,5-19=-1446/179,3-19=-611/248,6-8=-2130/294,3-20=0/291 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)200.OIb AC unit load placed on the bottom chord,21-7-4 from left end,supported at two points,4-0-0 apart. �� D F R OFFS 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 6S' will fit between the bottom chord and any other members,with BCDL=10.Opsf. NG]NEER /,2 6)A plate rating reduction of 20%has been applied for the green lumber members. T> 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced :••e OPE � >' standard el only"Member 11. 8)"Fix heels only"Mend fixity model was used in the analysis and design of this truss. ' LOAD CASE(S) Standard "--7, ,� y OREG•' `", ,O(igRY `Z-, , O SOON Digital Signature I EXPIRATION DATE: 12-31-12 August 8,2011 1 f A WARNING-Verify design parameters and READ MOMS ON 77715 AND INCLUDED MITER REFERENCE PAGE MB!747a rev.10-'O8 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. A® Applicability of design paramenters 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 responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding .e ne,oess- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Dr Horton/4702 A R33480317 81109750 A07 GABLE 1 1 - Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Mon Aug 08 14:03:20 2011 Page 1 ID:KjydfTYN4Us_MwhxjKG06yypsyp-CyulkdwGZ?HMD101 WWQwmoFVDtOb2NhHMgg23xypsTb -OI10 21-7-4 I 43-2-8 4P 0 Q - a10-0 21-7-421-7-4o-10-e Seale=1:76.9 556= 500 I.2 13 J. 14 12 11 - 15 10 16 356% 3x8 x 9 7 8 358% 7 ... 19 k k 20 6 k 5 21 4 22 3 23 411 2 _ 1/ 9 C C 19 13 9 It a 9 13 a 2425 ..:- :/0\5 1:, ,K.i ��00� _ _ _ XxXXXX_C�CXXXXXXXXXXXXXXXXXX ' 356= 46 45 44 43 3,4= 356= 354= 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 356= 356= I 10-1-8 I 43-2-8 1 10-1-8 33-1-0 Plate Offsets(X,Y): 16:0-2-10,0-1-81,144:0-1-12,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.28 Vert(LL) -0.09 46 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.35 Vert(TL) -0.22 46 >622 180 BCLL 0.0 * Rep Stress Incr YES WB 0.33 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:260 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: - WEBS 2 x 4 DF Std G 10-0-0 oc bracing:2-46,45-46,44-45,43-44,42-43. OTHERS 2 x 4 DF Std G WEBS 1 Row at midpt 13-36,12-37,14-35 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 33-1-0 except(jt=length)2=0-5-8. (Ib)- Max Horz42=115(LC 5) Max Uplift All uplift 100 lb or less at joint(s)37,38,40,41,35,34,33,31,30,29,28,27,26,24 except 2=-117(LC 5),42=-165(LC 5) Max Gray All reactions 250 lb or less at joint(s)36,37,38,40,41,35,34,33,31,30,29,28,27,24 except 2=524(LC 1),42=589(LC 1),26=296(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-565/65,3-4=-494/92,4-5=-467/111,5-6=-557/146 BOT CHORD 2-46=-25/453,45-46=-25/453,44-45=-25/453 WEBS 5-44=-363/141,6-42=-375/115,6-44=-215/747 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever 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 1-2002. 4)All plates are 2x4 MT20 unless otherwise indicated. (c��0 P R OFFS 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ANGINE .., F- crs' 7)*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. '9 8)A plate rating reduction of 20%has been applied for the green lumber members. CC- 83.4 OPE r- 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenceditl / standard ANSI/TPi 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 0IP.I/ LOAD CASE(S) Standard y, OREG S::#L, -(,- ....,,,,y ...AR 2 o • SOON Digital Signature 1 EXPIRATION DATE: 12-31-12 August 8,2011 1 f a WARNING•Verify deluge parameters and READ NOTES ON TRIS AND INCLUDED 1EI7E1CREFERENCE PAGE DII1-7473 re.1O•'08 BEFORE USE. i. 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 paramenters 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 I ek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowcR,o KRroRK" 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,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Dr Horton/4702 A R33480318 81109750 B01 Common Truss 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Mon Aug 08 14:03:21 2011 Page 1 ID:KjydfTYN4Us_MwhxjKG06yypsyp-g9SgyzxuKJPDgAND4Dy91?oasHJbnumRbKZcbNypsTa I 8-� I 16-0-0 8-0-0 8-0-0 4x4= Scale=1.30.3 2 2x4 II r 21,4 II 5.00 I. 2x4 II id V 2x4 I1 • P 111 r 3 2c411 ♦•••••••••••••••••••••• • 2x4 11 3x8 3x6 6 5 4 2x4 II 2x4 II 2,44 II 8-0-0 8-0-0 8-0-0 Plate Offsets(X,Y): [1:0-3-0,0-1-81,[3:0-3-0,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.61 Vert(LL) -0.06 1-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.14 1-6 >500 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:60 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. • BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2 x 4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 6-11-0 except(jt=length)1=0-5-8,3=0-5-8. (Ib)- Max Horz1=-39(LC 6) Max Uplift All uplift 100 lb or less at joint(s)1,3,5,6,4 Max Gray All reactions 250 lb or less at joint(s)5 except 1=276(LC 1),3=276(LC 1),6=292(LC 1),4=292(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-393/124 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever 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 1-2002. 4)Gable studs spaced at 2-0-0 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)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced Fix standardonly"ANSI/TPIM 1. co� PR FS 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. .D OF LOAD CASE(S) Standard 0NG1 NF9 `svp� c, 83.4 OPE yr 0.,P.--/ 7 OREG•, " 7 C�yO(iq R 2 2-, O SOON Digital Signature EXPIRATION DATE: 12-31-12 August 8,2011 8 a WARNING Ver1Jy dslgn parameters and READ MOTES ON THIS AND INCLUDED DE=REFERENCE PAGE MU 7473 rsr.10.'08 BEFORE USS, 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 paramenters 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 e erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowcwmrrnwwr. 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,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Dr Horton/4702 A R33480319 01109750 CO1 Monopitch Truss 2 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7250 s May 11 2011 MiTek Industries,Inc. Mon Aug 08 14:03:22 2011 Page 1 I D:KjydfTYN4Us_MwhxjKG06yypsyp-8L0291yW5cX3SKyQexTOrDLu Hhm8 WMLaq_J97gypsTZ 1 -0-10-0 2-6-0 0-10-0 2-6-0 Scale=120.2 2x4 II 3 10.00 12 5 2 ■I ,/ 4 344= 2,4 2-6-0 2-6-0 Plate Offsets(X,Y): 12:0-2-1,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.05 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:12 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except BOT CHORD 2 x 4 DF No.1&Btr G end verticals. WEBS 2 x 4 DF Std 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) 4=72/Mechanical,2=174/0-5-8 (min.0-1-8) Max Horz2=111(LC 5) Max Uplift4=-39(LC 5),2=-47(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)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 1-2002. 3)Gable studs spaced at 2-0-0 oc. 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. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. D P R OFFS LOAD CASE(S) Standard NGl N z t)' 83.'OPE 9� �5. - OREG• o R C� liq 2 2 goo SOON Digital Signature EXPIRATION DATE: 12-31-12 August 8,2011 A WARNING-Verify design parameters and READ NOTES ON 77DS AM)INCLUDED MITER REFERENCE PAGE MI-7473 res.IO-b8 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 paramenters 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 constriction is the responsibillity of the Mi Q erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowce+R'cRrnR.r fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Dr Horton/4702 A R33480320 • B1109750 CO2 Monopitch Truss 5 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Mon Aug 08 14:03:23 2011 Page 1 ID:KjydfTYN4Us_Mwhxj KG06yypsyp-cXZQ NezSswfw4UXcCe_doQt3156N Fpak3e2jfGypsTY o-too 2-6-0 -00:110_00-0 -0 0 2-6-0 Scale=1:20.2 244 II 3 o.00 iz 2 ■i • 4 344= 2.4 2-6-0 2-6-0 Plate Offsets(X,Y): 12:0-2-1,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.05 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:12 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except BOT CHORD 2 x 4 DF No.1&Btr G end verticals. WEBS 2 x 4 DF Std 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) 4=72/Mechanical,2=174/0-5-8 (min.0-1-8) Max Horz2=111(LC 5) Max Uplift4=-39(LC 5),2=-47(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 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)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard o PROFFss GINIEFr4 > I2 :364OP 91' 1111 y OREGO, C4i "RY 2 . = O sOON Digital Signature EXPIRATION DATE: 12-31-12 August 8,2011 i r A WARNING.Vex%design parameters and READ MOMS ON THIS AND INCLUDED MIIEKREFERENCS PAGE 15/.7473 res.10.'08 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 paramenters 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 ek` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,o rrnrow.a 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,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Dr Horton/4702 A R33480321 B1109750 DO1 Common Truss 2 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Mon Aug 08 14:03:23 2011 Page 1 ID:KjydfTYN4Us_MwhxjKG06yypsyp-cXZQNez8swfw4UXcCe dOQt3x53oFpak3e2jfGypsTY -0-10-0 2-6-0 5-0-0 5-10-0 0-10-0 2-6-02-6-0 0-10-0 ' 356= Scale=1:12.9 3 50012 4 2 1 5 ......................................... 354= 354= S0-0 5-0-0 Plate Offsets(X,Y): 13:0-3-0,Edgef LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.06 Vert(LL) 0.00 5 n/r 180 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.19 Vert(TL) 0.00 5 n/r 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/TP12007 (Matrix) Wind(LL) -0.00 4 n/r 90 Weight:17 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 x 4 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=263/5-0-0 (min.0-1-8),4=263/5-0-0 (min.0-1-8) Max Horz2=23(LC 5) Max Uplift2=-76(LC 5),4=-76(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;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever 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 1-2002. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*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. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �,?0 P R OFFS LOAD CASE(S) Standard c\ GINE&- ni� 8364'PE 9r- 9 ORECIA .? O SOON Digital Signature EXPIRATION DATE: 12-31-12 August 8,2011T. - t A WARNING.Verify design parmnetea and READ NOTES ON THIS AND INCLUDED JIIT 1CREFEREN CE PAGE AB47473 rep.10-'0B BEFORE VSB. 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 paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ITe erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding wwcn+ra rrwrown 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,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Dr Horton/4702 A R33480322 B1109750 D02 Common Truss 2 2 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Mon Aug 08 14:03:24 2011 Page 1 ID:KjydfTYN4Us_MwhxjKG06yypsyp-4k7pa_ndEnnhe6olLVsweQ EfUlp_8HtH IoGCiypsTX 2-6-0 I 2-6-0 I 2-6-0 • 4x4= Scale.111.8 2 50072 Fp! • 1 Allik . • iiii li =, 3x6= 6 THA29 4 6 THA29 3x6= =, 3.8 11 kid „ I 2-6-0 5-0-0 2-6-0 2-6-0 Plate Offsets(X,Y): 11:0-4-11,0-1-111,13:0-4-11,0-1-111,14:0-4-12,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.06 Vert(LL) -0.01 4 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.03 4 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.55 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:39 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. • BOT CHORD 2 X 6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G REACTIONS (lb/size) 1=2550/0-5-8 (min.0-1-8),3=1788/0-5-8 (min.0-1-8) Max Horz1=-11(LC 6) Max Upliftl=-407(LC 5),3=-286(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3309/517,2-3=-3309/517 BOT CHORD 1-5=-458/3014,4-5=-458/3014,4-6=-458/3014,3-6=-458/3014 WEBS 2-4=-356/2479 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2 x 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-2-0 oc. Webs connected as follows:2 x 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 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. �tv0 P R OFF 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced ��C ss standard ANSI/TPI 1. .� GINE. �O 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ?i9 10)Use Simpson Strong-Tie THA29(8-10d Girder,4-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-12 from the left 8364 0 P E r end to 3-0-12 to connect truss(es)A03(1 ply 2 x 4 DF) to back face of bottom chord. i� 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 y OREG► ., Loads Uniform Vert:1-2=-64,2-3=-64,1-3=-20 q(,, & _ ��C? Concentrated Loads(Ib) 00 SOON O Vert:5=-1978(B)6=-1978(B) Digital Signature EXPIRATION DATE: 12-31-12 August 8,2011 • I mill A WARMING.Verify design parameters and READ NO771S ON THIS AND INCLUDED JOTEKREFERENCE PAGE 141I.7422 stem.]0-08 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. x Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ® RMING is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the int- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowew,o.esrsexa 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,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 • Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " C1enter plate on joint unless x,y Failure to Follow Could Cause Property /4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury r��= Dimensions are in ft-in-sixteenths. I (Drawings not to scale) ��■■ Apply plates to both sides of truss I 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For 0-1/16" 1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,I,or Eliminator bracing should be considered. AIM_ 4 3. Never exceed the design loading shown and never �� 1111113131111%0stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate U designer,erection supervisor,property owner and III plates 0 'nd' from outside n 1111114Oall other interested parties. edge of truss. Olibi 12:- 5. Cut members to bear tightly against each other. C7-8 C6-7 C5-6 (,- BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 jlocaoint tionds ema ebed fully.Knots and regulat d by ANSI/TPIal na at joint required direction of slots in connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. PLATE SIZE 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. • the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 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 ESR-1311, by text in the bracing section of the ESR 131 1,ESR 1352,ER 5243,9604B, specified. 95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. If indicated. 95110,84-32,96-67,ER 3907,9432A 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. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2006 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. MINI I=® 17.Install and load vertically unless indicated otherwise. ` MN 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. Pv'l tie Iis not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.' ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10-'08