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Plans (37) Job Truss Truss Type Qty Ply Mission Homes Lot 9 B1101236 A01 GABLE 1 1 R32741370 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:04 2011 Page 1 ID:ZLQ?U0Z0xV2Ki9HgEYTnc znXrC-jY1YkNNstut3gjc8zsV4f3M7?Jj0?kEzUoi172z18y5 -2-0-0 18-9-0 2-0-0 16-9-0 18-9-0 3-0-0 2-0-0 TRUSSES IN THIS JOB 556 II Scale=1:73.a ATTIC ACCESS LOAD NOT CONSIDERED (20 PSF 24"VVX42"H) 5.001z 12 113 10 - - 14 3x8-77-' 9 5 8 16 34 8 �1 �� 78 CT, 5 19 4 20 21 8.8 i 2 8x8 2 _22 11111 —.11k-2-.: - 7 7 _ �Q, 1`3_ �i�i�/��il/�/'�i�i gi�i�i® � ® ® I¢ 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4— 5x6= 3x4= 37-6-0 37-6-0 Plate Offsets(X,Y): f2:0-2-5,Edge1,122:0-2-5,Edge1,(33:0-3-0,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.37 Vert(LL) -0.04 23 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.04 Vert(TL) -0.06 23 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.01 24 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:238 lb FT=20% 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, 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 6-0-0 oc bracing. OTHERS 2 x 4 DF Std G WEBS 1 Row at midpt 12-33 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS All bearings 37-6-0. Installation guide. (Ib)- Max Horz42=-144(LC 6) Max Uplift All uplift 100 lb or less at joint(s)42,34,35,36,37,38,39,40,32,31,30,29,28,27,26,25 except 24=-106(LC 6),41=-113(LC 5) Max Gray All reactions 250 lb or less at joint(s)33,34,35,36,37,38,39,40,41,32,31,30,29,28,27, 26,25 except 42=292(LC 9),24=292(LC 10) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-42=-272/106,11-12=-27/261,12-13=-27/255,22-24=-272/130 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;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 1-2002. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 2-0-0 oc. oto PRIJFFS 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)A plate rating reduction of 20%has been applied for the green lumber members. •,, 01N . - 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)42,34,35,36,37, 4 38,39,40,32,31,30,29,28,27,26,25 except(jt=lb)24=106,41=113. 16: 9 11)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. LOAD CASE(S) Standard VP ,y • •-E 14. nt:III Digital Signature EXPIRATION DATE:06/30/12 February 14,2011 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED INTIM REFERENCE PAGE 191-7473 rev.IO-b$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 MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding iresrt fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 1 77 Greenback L Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 r Job Truss Truss Type Qty Ply Mission Homes Lot 9 B1101236 A02 ROOF TRUSS 9 1 R32741371 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:06 2011 Page 1 -2-0-0 s-s-s ID:ZLQ?U10-13 Ki9HgEYTnc znXr1-0-11 9307PV7n301W5HXYkURTr6HNTX6Gy39-6-0 18y3 12-7-3 18-9-0 24-10-13 2-0-0 6-5-5 6-1-13 I 6-1-13 I I 31-0-11 1 37£-0 3-0-0 8-i-13 6-1-13 6-5-5 1 20 0 I Scale=1:68.3 5x6 II 6 f. 5.00 12 3x4 3x4 5 7 4xfi% qx8 3.6 % 4 8 r ^ 3x8 • \ ai pJ9 4x4 II „,..110 �l 4x4 II 2 10 7II1 00001 -'1111141111111111r 6 15 4 13 6x6= 3x4= _ 12 6x8= 3x4— 6x8= 1 9-6-0 I18-9-0 9 29 2 I 27-11-12 I 37-6-0 943-4 9-2-12 9-6-4 Plate Offsets(X,Y): [2:0-2-0,0-1-121,110:0-2-0,0-1-12),[14:0-4-0,Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.35 Vert(LL) -0.14 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.46 13-14 >973 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.14 12 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:199 lb FT=20% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except BOT CHORD 2 x 4 DF No.1&Btr G end verticals. WEBS 2 x 4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 8-8-2 oc bracing. 2-16,10-12:2 X 4 DF 2400F 1.7E WEBS 1 Row at midpt 7-14,5-14,4-16,8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 16=1700/0-5-8 (min.0-1-13),12=1700/0-5-8 (min.0-1-13) Max Horz16=-144(LC 6) Max Upliftl6=-521(LC 5),12=-521(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-392/75,3-4=-350/93,4-5=-2414/640,5-6=-1881/544,6-7=-1881/544, 7-8=-2414/640,8-9=-350/93,9-10=-392/75,2-16=-472/273,10-12=-472/272 BOT CHORD 15-16=-584/2184,14-15=-453/2059,13-14=-340/2059,12-13=-440/2184 WEBS 6-14=-216/994,7-14=-620/307,7-13=-24/318,5-14=-620/307,5-15=-24/318, 4-16=-2208/590,8-12=-2208/591 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 16=521,12=521. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced ��`to PROPe standard ANSI/TPI 1. c.3. c NAG e$;.5. /0 LOAD CASE(S) Standard ‘1, � 1"- ladeJ/ G 00 "1'6, ftp' S \ Digital Signature I EXPIRATION DATE:06/30/12 February 14,2011 A ) A WARNING-Verify design parameters and READ M)TES ON TRIS AND INCLUDED WIVE REFERENCE PAGE AIII.7473 rev.IO-'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 MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regardingrsnvenra- 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 r Job Truss Truss Type Qty Ply Mission Homes Lot 9 B1101236 A03 ROOF TRUSS 1 R32741372 3 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:08 2011 Page 1 ID:ZLQ?UOZ0xV2Ki9HgEYTnc znXrC-cJH3akQNw6NUIKvvChZ0pvXjFwt2wQhZPQgyGpzl8y1 2-0-0 4-10-14 9-6-4 14-1-10 18-9-0 23-4-6 27-11-12 I 32-7-2 37-6-0 1 39-6-0 2-0-0 4-10-14 4- 7-6 4-7-6 4-7-6 4-7-6 4-7-6 4-7-6 4-10-14 2-0-0 Scale=1.68.3 656 II 5.00 I12 6 r 556% 556 5 7 66. 556 i V 556 8 f 354 i 354 3 9 6510= 2 5510 10 20 19 18 17 16 15 14 13 512 888— 8510= 888= 556= 8510= 556= 888= 8510= 658= I 4-10-14 9-6-4 1 14-1-10 18-9-0 23-4-6 27-11-12 32-7-2 37-6-0 4-10-14 4-7-6 4-7-6 4-7-6 4-7-6 I 4-7-6 I 4-7-6 I 4-10-14 Plate Offsets(X,Y): [2:0-3-8,Edge],[4:0-3-0,0-3-4],[8:0-3-0,0-3-4],[10:0-3-8,Edge],[12:0-4-8,0-0-0],[13:0-5-0,0-3-8],[14:0-3-8,0-4-0],[16:0-5-0,0-4-8],[18:0-3-8,0-4-0],[19:0-5-0 ,0-3-8],[20:0-4-8,0-0-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.74 Vert(LL) -0.30 15-16 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.95 Vert(TL) -0.70 15-16 >638 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.19 12 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:793 lb FT=20% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-4,8-11:2 X 4 DF 2400F 1.7E end verticals. BOT CHORD 2 X 6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: - WEBS 2 x 4 DF Std G*Except* 10-0-0 oc bracing:19-20,12-13. 6-16:2 X 6 DF No.2 G,2-20:2 x 4 DF No.1&Btr G 2-19,10-12,10-13:2 X 4 DF 2400F 1.7E REACTIONS (lb/size) 12=11451/0-5-8 (min.0-1-8),20=11451/0-5-8 (min.0-1-8) Max Horz20=144(LC 5) Max Upliftl2=-3507(LC 6),20=-3507(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-17140/5112,3-4=-17697/5315,4-5=-15801/4771,5-6=-13205/4033, 6-7=-13205/4033,7-8=-15801/4772,8-9=-17697/5315,9-10=-17143/5113, 2-20=-9906/3080,10-12=-9914/3081 BOT CHORD 19-20=-615/1897,18-19=-4714/15716,17-18=-4821/16278,16-17=-4233/14526, 15-16=-4149/14526,14-15=-4677/16278,13-14=-4570/15718,12-13=-531/1869 WEBS 6-16=-2925/9744,7-16=-4269/1384,7-15=-1277/4293,8-15=-2631/869,8-14=-656/2328, 9-14=-192/728,9-13=-734/278,5-16=-4268/1383,5-17=-1277/4293,4-17=-2632/869, 4-18=-656/2329,3-18=-193/731,3-19=-737/279,2-19=-4189/14125,10-13=-4192/14155 NOTES 1)3-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 0-7-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-6-0 oc. Webs connected as follows:2 X 6-2 rows at 0-9-0 oc,2 x 4-1 row at 0-9-0 oc. �F,.Q R ROp = 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 <G= S ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. \ @,G] t. sit 3)Unbalanced roof live loads have been considered for this design. 44.1 4)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; ' •s is• f cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 ` 5)The Fabrication Tolerance at joint 2=16%,joint 10=16% 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / 7)A plate rating reduction of 20%has been applied for the green lumber members. .�'. 8)Bearing at joint(s)12,20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • •'' it capacity of bearing surface. 0-1, / \ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �< 7 8- / 12=3507,20=3507. s 't 10)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. Digital Signature 11)Girder carries tie-in span(s):27-5-0 from 0-0-0 to 37-6-0 EXPIRATION DATE:06/30/12 Continued on page 2 February 14,2011 4 it A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED INTIM REFERENCE PAGE MII-7473 rep.10-'0E BEFORE USE. Design valid for use only with Milek 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 responsibillity of the Milek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regardingnsarown- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/SPlt 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 Mission Homes Lot 9 B1101236 A03 ROOF TRUSS 1R32741372 Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 0 Job Reference(optional) 7.250 s Jan 26 2011 MiTek Industries,Inc. Mon Feb 14 15:47:08 2011 Page 2 ID:ZLQ?UOZ0xV2Ki9HgEYTnc znXrC-cJH3akQNw6NUIKvvChZ0pvXjFwt2wQhZPQgyGpzl8yl LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-6=-64,6-10=-64,10-11=-64,12-20=-544(F=-524) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 171IfilCREFERENCE PdGE ItBI-7473 H. I D-'DS 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 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 G eenbackeL- Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Greenback Lane,Suite 109 Citrus Heights,CA,95610 Y Job Truss Truss Type Qty Ply Mission Homes Lot 9 B1101236 B01 GABLE R32741373 • 2 1 Job Reference(optional) ` Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:09 2011 Page 1 ID:ZLQ2UOZOx5-1-7 gEYTnc_znXrC-4VgRn4R?hQIVLwUU5mP4FM73x?KFxfn8ie4PWpFzl8y0 7-0-11 13-8-8 18-1-2 185x8 25-1-7 8 I 7-0-11 6-7-13 I 4-4-9 0214-6 6-7-15 I 7-7-18 32-0-0 Scala=1:70.0 6x8= 3 I\ 8.00 12 4 8x8- 4 35012 2 3x4 ul = i .II .1 .II ...-170 al..:6 7 a 1 8x78= 6 Sxfi= $I 'U ro 4x6= 11 10 3x10= 356= 9-3-5 I 18-5-8 25-1-7 32-8-8 9-3-5 9-2-3 6-7-15 7 7 1 Plate Offsets(X,Y): (1:0-0-0,0-0-4],(6:0-5-1,0-0-2],(10:Edge,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.55 Vert(LL) -0.25 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -0.65 8-9 >601 180 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.19 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:174 lb FT=20% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. 4-10:2 X6 DF No.2 G 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) 1=1357/Mechanical,6=1509/0-5-8 (min.0-1-10) Max Horz 1=-295(LC 3) _ Max Upliftl=-320(LC 5),6=-524(LC 4) FORCES (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2036/489,2-3=-1844/550,3-4=-3039/892,4-5=-2775/682,5-6=-3769/910 BOT CHORD 1-11=-467/1619,4-9=-1219/504,8-9=-773/3543,6-8=-773/3543 WEBS 2-11=-404/352,3-11=-174/436,9-11=-215/1117,5-9=-1001/447,5-8=0/306, 3-9=-636/2272 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;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 1-2002. 4)All plates are 2x4 MT20 unless otherwise indicated. 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)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections.( P RQ fid: 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) �� �) E '>� 1=320,6=524. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and a referenced standard ANSI/TPI 1. /0�.e lit LOAD CASE(S) Standard °REGI, iff S Digital Signature EXPIRATION DATE:06/30/12 - :ebruary 14,2011 A WARNING-Verify design parameters wed READ NOTES ON TRIS AND INCLUDED NITER REFERENCE PAGE MN 7473 res.10-VS 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 e erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regardinge_ fabncation,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 51101236 Qty Ply Mission Homes Lot 9 602 GABLE 4 1 R32741374 Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 Job Reference o.tional 7.250 s Jan 11 Tek Industries,Inc. Mon Feb 14 15:47:10 7-0-11 ID:ZLQ?UOi9HgEYT 28 20nXrCIYhO3 QRdSkeCYe31K6cUuK 62jcCOEOssOk93Lhz 8y? 11 13-8-8 7 0- 6-7-13 18-1-20-4 8 25-1-7 7-7-18 4-0-9 6-7-15 34-8-8 7-7-1 2-0-0 6x8= Scale-1.70.0 3 i\ 8.00 12 4 8x843 • 2x4\\ ,+ 3.50 72 2 3x4 5 AI 111.47111111101 fi ex 1 8x16= bIIIIIIIIbih..._ .-;.:1 1,q1 �I U 6 2x4 II 5x6 458= 11 3x10= 10 3x8= 9-3-5 9-3-5 18-5-8 25-1-7 Plate Offsets X Y: 1:0-0-0 0-0-4 6:0-5-1 0-0-2 10:Ed•e 0-1-8 9-2-3 s 7-1s 32-8-8 7-7-1 LOADING(psf) SPACING 2-0-0 LOLL 25.0 CSI DEFL in (loc) I/deft L/d Plates Increase 1.15 TC 0.47 Vert(LL) -0.25 8-9 >999 240 PLATES GRIP TCDL 7.0 Lumber Increase 1.15 MT20 BCLL 0.0 Rep Stress lncr YES WB .00 Horz(TVert(TL) -0.65 8-96 >601/a n/a 220/185 BCDL 10.0 Code IRC2009/TPI2007 1.00 Horz(TL) 0.19 6 n/a n/a (Matrix) LUMBER Weight:166 lb FT=20% TOP CHORD 2 x 4 DF No.1&Btr G BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G'Except* 4-10:2 X 6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing REACTIONS (lb/size) 1=1357/Mechanical,6=1509/0-5-8 (min.0-1-10) be installed during truss erection,in accordance with Stabilizer Installation•uide. Max Horz 1=-295(LC 3) Max Upliftl=-320(LC 5),6=-524(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2036/489,2-3=-1844/550,3-4=-3039/892,4-5=-2775/682,5-6=-3769/910 BOT CHORD 1-11=-467/1619,4-9=-1219/504,8-9=-773/3543,6-8=-773/3543 WEBS 2-11=-404/352,3-11=-174/436,9-11=-215/1117,5-9=-1001/447,5-8=0/306, 3-9=-636/2272 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 100 lb uplift at joint(s)except(jt=lb) 1=320,6=524. 7)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. LOAD CASE(S) Standard ���,EO PPROpt- :.F'- 1a it R S.T Digital Signature EXPIRATION DATE:06/30/12 February 14,2011 A WARNING use-Verify design Parameters and READ NOTES ON THIS AND INCLUDED NITER'REPRRENCE PAGE NIL 7473 rev.10,08 BEPPRE r!S&. n is ased only Applicability ofrdesign only paramen ersconnectors. and proper incorporation of component isprespo responsibility of building shown,and ldefor signer individual ott truss dessignbuilding er.Bracing shown a ierector s for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the fabricate n,qualitylll control,storage.delivacing of the overall structure is ery,erection and bracing,conse potlsibi ANSI/TP 1 Quality of the y Criteria,ia,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. MiTek' rowsw+x,rswrown.- 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 Job truss 81101236 Truss Type C01 Oty Mission Homes Lot 9 Pro-Build Clackamas Truss, GABLE ,. Clackamas,OR 97015-1128 1 Job Reference o.tionu R327413e 73-6-6 ID:ZLQ?UOZ0xV2K9HgEYTnc znnXrC uyCCmSFD1m39oeUug7jRY9N075J7u5?50uct8z18y 13-6-6 Mon Feb 14 15:47:11 2011 page 1 27-5-0 13-5-8 4x4 II ] Scale=1.69.7 I 6 8.a0� 1111111IN 42 '� Iiiii 3x4= 3 25 24 23 2221 201918 �G���a����� 5x6= 17 16 15 14 3x4= Plate Offsets X Y: 13:0-0-0 0-0-0 21:0-2-4 0-0-4 27-5-0 27-5-0 LOADING(psf) TCLL SPACING 2-0-0 25.0 Plates Increase TCDL 7.0 1.15 CSI DEFL BCLL 0 0 Lumber Increasere1.15 TC 0.11 VertLL is (lac) I/dell BCDL 10.0 Rep Lumber s Zeas NO BC 0.09 Vert(TL) n/a - n/a 999 PLATES GRIP Code IR ss lncr rP12007 0.14 Vert(TL) n/a n/a 999 MT20 220/195 LUMBER (Matrix) Horz(TL) 0.01 13 n/a n/a TOP CHORD 2 x 4 DF No.1&Bir G Weight:162 lb = o BOT CHORD 2 x 4 DF No.1&Bir G BRACING FT 20/o OTHERS 2 x 4 OF Std G TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0OT Rigid ceiling directly applied or 10-0-0 oc bracing, oc purlins. 1 Row at midpt 7-19 MiTek recommends that Stabilizers and required REACTIONS All bearings 27-5-0. be installed during truss erection,in accordance with Stabilizer (Ib) Max Horz1=-319(LC 3) Max Uplift All uplift 100 lb or less at joints 1,13,20,22,23,24,18,17,16,15 except 25= Installation.uide. 14=-177(LC 6) joint(s)) Max Gray All reactions 250 lb or less at joint(s)1,13, p -178(LC 5), 9),14=317(LC 10) 19,20,22,23,24,18,17,16,15 except 25=317(LC FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-275/190 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed M cantilever left and right exposed;end vertical left and right exposed;Lumber DOL- 3)Truss designed for wind loads in the � WFRS(low-rise Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. grip )gable end zone; plane of the truss only. For studs exposed to wind(normal plate a p DOLace), 4)All plates are 2x4 MT20 unless otherwise indicated. to the face),see Standard Industry 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 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection b other live loads. ( y others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,13,20,22,23, 24,18,17,16, except 25=17(by others) ,14=177. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.1 ���E© PR OP referenced standard ANSI/TPI 1. �� 1�1Catlll-.�,�jss�© LOAD CASE(S) Standard 0.2 and '/ [1 i k' Rlli S.l' 4 Digital Signature EXPIRATION DATE:06/30/12 A WARNING-Verify'd�,�parameter's arra February Design valid for use only with MiTek connectors.This design is based only 14,201 1 pa Applicability of design SBS ON Tf7/SAND!INCLUDED b177&KRgpgRBKCB PAGE is for lateral useport of with c and proper incThis design kn of component upon pfld.T4 Arpplic i i of des permanent Parameters shown,andinis for n individual buildingdegr. rem 10 shown BEFORE USE, individual l web members only.Additional tem orary bracing ar ng to insure}y stability bility duringg desi ons- le fabrication,quality control,store e, g of the overall structure is the rpespo bracing}o stabilitygner. g not truss designer. component Safety Information available from Truss bracing, responsibility of the building designer.For generalgner.Bracingdig rasa Plate(erection and N. treet.Suite 312,Alexandria,VA 22314 construction is Building resfor use the rover—Mi Teeµ 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 :: Job Truss Truss Type 61101236 CO2 Qty 111 Mission Homes Lot 9 COMMON R32741376 Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 13 Job Reference o.tional 1 MiTek iee Inp Mon Feb 14 15:47:13 2011 Pae 1 7-0-11 ID:ZLO-4-5 V2Ki9HgEYTn��znX C zG4ydSrUlMfOnPSos?F96WyEezxhdbkwlZiNjxOz9 xy 7-0-11 13-8-8 8-7-13 20-4-5 8-7-13 27-5-0 7-0-11 5x6= Scale.1:684 3 6. 8.00 riT2x 4\\ 2 2. // 4 i a 5 [1 4x6= 8 7 I$ 3x4= 3z4= 4x8= 36= 9-3-5 9 3-e 18-1-11 1:0-0-0 0-0-4 5:Ed.a 0-0-4 8-10-7 27-5-0 9-3-5 Plate Offsets X Y: LOADING(psf) SPACING LOLL 25.0 2-0-0 CSI DEFL Plates Increase 1.15 TC 0.42 in (loc)1-8 >99999Fl 2400 PLATES TCDL 7.0 Lumber Increase 1.15 Vert(TL) -0.12 1-8 GRIP BCLL 0,0 0.48 ) -0.43 1-8 > /a 1MT20 220/195 BCDL 10.0 Rep Stress Incr YES WB 0.44 Code IRC2009/TP12007 Horz(TL) 0.05 5 n/a n/a (Matrix) LUMBER Weight:123 lb FT=20% TOP CHORD 2 x 4 DF No.1&Btr G BRACING BOT CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Stailizers and required cross r be installed during trussterection,in accordance with Stabilizerbracinr ONS (lb/size) 1=1132/0-5-8 (min.0-1-8),5=1132/0-5-8 (min.0-1-8) Max Horz1=-319(LC 3) Installation.uide. REACTIONS Max Upliftl=-277(LC 5),5=-277(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1625/407,2-3=-1457/489,3-4=-1456/489,4-5=-1625/407 BOT CHORD 1-8=-348/1269,7-8=-94/851,6-7=-94/851,5-6=-225/1269 WEBS 2-8=-393/346,3-8=-238/619,3-6=-238/619,4-6=-393/346 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)exceptt=lb ) 1=277,5=277. 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. LOAD CASE(S) Standard 'SccY ' PRQfiFs ,94 OREGi.:. 'f 4' 6, .s.- n Digital Signature EXPIRATION DATE:06/30/12 February 14,2011 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MMEICRBPBRfFNCB PAGE Mf-7473 rep,10'0$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. 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 regardingT fabricatiion,quality control, Truss,delivery, (erection and81 bracing, Lee o suite 312,NAlexal1 qualify 02314. �r enb� /x Qa,VA Criteria,2314, DSB-89 and BCS(Buildingompoenf rows He Rmex.- 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Mission Homes Lot 9 81101236 CO3 GABLE 1 1 R32741377 Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 Job Reference(optional) 7.250 s Jan 22011 iTek Inc. Mon Feb 14 15:47:14 2011 e 1 ID:ZLQ?UOZ0xV2Ki9HgEYTnc zBnXrC R^TeKgoU8uVVy8e1FN3ZygQ3AnpmL6FKFZRnM7HTTzl8xx 13-8-8 13-8-8 1 4-3-8 4x4 Il Scale=1.693 7 fi 8 3x4 I 8.00 125 2111 4 1 03 ril 1 .1-ii 2__________ ____ _____.______;_____I-______1____ ______z 3x4= 17 16 15 id 3 12 11 10 1 18-0-0 18-0-0 I LOADING(psf) SPACING 2-0-0 CSI DEFL in (roc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.42 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.14 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:119 lb FT=20% 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, 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. OTHERS 2 x 4 DF Std G WEBS 1 Row at midpt 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS All bearings 18-0-0. Installation guide. (lb)- Max Horz 1=436(LC 4) Max Uplift All uplift 100 lb or less at joint(s)10,13,14,15,16,11 except 1=-104(LC 3),12=-103(LC 4), 17=-178(LC 5) Max Gray All reactions 250 lb or less at joint(s)1,10,12,13,14,15,16,11 except 17=317(LC 9) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-401/260,2-3=-316/240,3-4=-276/238 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;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 1-2002. 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)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,13,14,15,16, c�t.0 PROFFS 11 except(jt=1b)1=104,12=103,17=178. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and N -t, sQ referenced standard ANSI/TPI 1. zt, 17 LOAD CASE(S) Standard 1�%�' �� 11K A ;�$,OR �rA qtz 416, - 4°wk, - Digital Signature I EXPIRATION DATE:06/30/12 J February 14,2011 A A WARNING'•Verify design parameters and READ NOTES ON THIS AND INCLUDED Mf7Ts%REFERENCE PAGE 6111-7473 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 MiTek" fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component •777x, nback Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Mission Homes Lot 9 B1101236 001 GABLE 1 1 R32741378 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:15 2011 Page 1 ` 2-0o ID:ZLQ?UOZ0xV2Ki9HgEYTnc_znXrC-vfCi28VmHGGVePxF7gBibNJ1pkSP3kUb00sq?vzl8xw I I 0-3-0 20-6-0 2-0-0 10-3-0 I 10-3-0 I 22-6-0 2-0-0 Scale=1:40.2 4x4 II 6 Y, 5 7 5.00 12 blikki;4 8 Y d 3 V r��-.{r J "2BdA 70 dl VV Y �_ 1 ►0���� �1ll���il�l���l"►��n. ���A�it►1V►���� A��8►� 1G� ��t►�����'►���i ►-A'�L���il�1d►�� 11 3x4= 19 18 1716 15 14 13 12 354=- 354= I 20-6-0 20-6-0 1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.21 Vert(LL) -0.02 11 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.02 11 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:89 lb FT=20% 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 20-6-0. (Ib)- Max Horz 2=-92(LC 6) Max Uplift All uplift 100 lb or less at joint(s)17,18,19,14,13,12 except 2=-178(LC 5),10=-194(LC 6) Max Gray All reactions 250 lb or less at joint(s)15,17,18,14,13 except 2=318(LC 1),19=298(LC 9), 12=298(LC 10),10=318(LC 1) 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;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;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 1-2002. 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)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,18,19,14,13, 12 except(jt=1b)2=178,10=194. 10)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. r\6,_g_U PR 04 LOAD CASE(S) Standard aCD �e1�'{NE. .ti fp 4t- 161frfr""- 4 11.-0 ....A 9 MB E scr ..,0 "ller �(ti Digital Signature I EXPIRATION DATE:06/30/12 February 14,2011 f A WARNNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 101-7473 rev.IO-'08 BEFORE USE mile 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 responsibility of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding re,s.Le,pr��rc.K- 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 Mission Homes Lot 9 R32741379 B1101236 D02 ROOF TRUSS 4 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:16 2011 Page 1 ID:ZLQ?UOZOxV2Ki9HgEYTnc_znXrC-Nrm5FT W02aOMGZWRgNiuBbsCF811 o8YkFgcNYLzl8xv -2-0-0I 5-5-6 10-3-0 I 15-0-10 20-6-0 22-6-0 2-0-0 5-5-6 4-9-10 4-9-10 1 5-5-6 1 2-0-0 I Scale 41 40 2 4x6= 4 .41i 500 12 2x4\\ 2x4// 3 5 d *J 44 ll1111111111111iiik.... 2 6 tr70 9 6 IS- 4x4= 3x4= 3x4= 3x4= 4x4= 73-7I 13-2-9 20-6-0 7-3-7 5-11-3 1 7-3-7 I LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.06 6-8 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.31 Vert(TL) -0.19 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:85 lb FT=20% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-1-12 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 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=984/0-5-8 (min.0-1-8),6=984/0-5-8 (min.0-1-8) Max Horz2=-92(LC 6) Max Uplift2=-347(LC 5),6=-347(LC 6) FORCES (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1579/369,3-4=-1363/326,4-5=-1363/326,5-6=-1579/370 BOT CHORD 2-10=-311/1385,9-10=-139/968,8-9=-139/968,6-8=-228/1385 WEBS 4-8=-77/436,5-8=-303/198,4-10=-76/436,3-10=-303/198 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=347,6=347. 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. LOAD CASE(S) Standard Q`tOPROpt. "Y- /x r,. iffi OR—0 ,� Digital Signature EXPIRATION DATE:06/30/12 February 14,2011 f • A WARNING•Verify design parameters and READ NOTES ON TRIS AND INCLUDED MITEKREFERENCE PAGE 0111.7473 rev.10'08 BEFORE USE. of 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 MiTek'" iTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,o nR�eH,- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl 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 Mission Homes Lot 9 B1101236 D03 ROOF TRUSS 1 R32741380 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:17 2011 Page 1 ID:ZLQ?UOZOxV2Ki-10-1 nc znXrC-r2JTSpXOptINDuj5eE4E0-6-0 Y?8XV2tTKLx4oz18xu -2-0-0 I 5-7-15 I 10-3-0 I 14-10-1 208-0 2-0-0 5-7-15 4-7-1 1 4-7-1 5-7-15 I Scale=136.9 856 11 4 MI illiiiiii 5.00 72 5x8% 558 41 d 311011 11 1 1 2:� 0 l01 4 �: , 10.;4512 i 10 9 / 8 3510 II 5512 MT2OH= 10510= 3510 11 4112 5-7-15 10-3-0 5-7-15 4 7 1 I 14-10-1 I 20-6-0 4-7-1 5-7-15 Plate Offsets(X,Y): 12:0-4-5,0-2-K16:0-4-5,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.18 8-10 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.70 Vert(TL) -0.42 8-10 >574 180 MT2OH 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:201 lb FT=20% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins. BOT CHORD 2 X 6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G`Except* 4-8:2 X 4 DF 2400F 1.7E REACTIONS (lb/size) 6=6086/0-5-8 (min.0-3-0),2=6245/0-5-8 (min.0-3-2) Max Horz2=116(LC 5) Max Uplift6=-1822(LC 6),2=-1958(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-11735/3443,3-4=-8146/2447,4-5=-8146/2437,5-6=-11785/3509 BOT CHORD 2-10=-3167/10760,9-10=-3167/10760,8-9=-3167/10760,7-8=-3172/10808, 6-7=-3172/10808 WEBS 4-8=-1726/5893,5-8=-3761/1210,5-7=-780/2828,3-8=-3705/1151,3-10=-767/2802 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 0-7-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 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;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;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 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5D PR04- 7)A plate rating reduction of 20%has been applied for the green lumber members. <(s 0, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) \�Co �I, . Q, 6=1822,2=1958. ��? 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced •2 a �� standard ANSI/TPI 1. ___ ` 10)Girder carries tie-in span(s):27-5-0 from 0-0-0 to 20-6-0 LOAD CASE(S) Standard r 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 �4 Q".,,Q Uniform Loads(plf) *fl /$ � „1„ Vert:1-4=-64,4-6=-64,2-6=-544(F=-524) 17 ✓.E i ov �ioA s./.\� Digital Signature f EXPIRATION DATE:06/30/12 J February 14,2011 I A WARNING•Verify design parameters and READ NOTES ON 711I5 AND INCLUDED NITER REFERENCE PAGE ASIt-7473 rev.IO-'O8 BEFORE USE. Me 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 MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,o.snrosr.- fabrication,quality control,storage,delivery,erection and bracing,consult AN515PI1 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 Mission Homes Lot 9 R32741381 B1101236 E01 GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:19 2011 Page 1 I D:ZLQ?UOZ0xV2Ki9HgEYTnc_znXrC-nQRDtVYHLVmx70FOMVGbm DUcYMm F?SSAxeg18gzl8xs 111.6-9-01 8-9-5 16-0-15 23-8.0 -6 8-9-5 7-3-9 7-7-1 Scale=1.118.0 800 12 4x6 6 ''' 3 i 5x81 x6 5`/I ii 19 II %41i11 Lii /IL d 12 11 109 8 7 3x4 II 304= 3x8= 304 II 304= 1-5-12 II-3911 8-9.5 I 16-0-15 7-39 l238-0 7-7-1 I 0-2-12 Plate Offsets(X,Y): 12:0-5-7,0-2-01,14:0-3-0,0-3-41,16:0-3-14,Edgel,(32:0-1-12,0-1-0],(36:0-1-12,0-1-0],140:0-1-12,0-1-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.67 Vert(LL) -0.06 7-8 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.34 Vert(TL) -0.17 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:278 lb FT=20% 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, except BOT CHORD 2 x 4 DF No.1&Btr G end verticals. WEBS 2 x 4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-7,5-8,8-13:2 X 4 DF 2400F 1.7E,2-12:2 X 6 DF No.2 G WEBS 1 Row at midpt 3-11,3-8,5-8,5-13 OTHERS 2 x 4 DF Std G 2 Rows at 1/3 pts 6-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. - REACTIONS (lb/size) 7=912/0-5-8 (min.0-1-8),11=1155/0-5-8 (min.0-1-8) Max Horz 11=757(LC 4) Max Uplift7=-411(LC 5),11=-316(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-645/122,4-5=-412/153,7-13=-847/462 BOT CHORD 11-12=-297/355,10-11=-404/722,9-10=-404/722,8-9=-404/722 WEBS 3-11=-1014/93,3-10=0/285,3-8=-392/301,5-13=-452/376,2-11=-468/596, 8-13=-313/623 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;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 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)All plates are 2x4 MT20 unless otherwise indicated. 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. Q DOOF �S 6)A plate rating reduction of 20%has been applied for the green lumber members. F 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 's Cat `�4 7=411,11=316. ' . 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. •:.''*-C �f LOAD CASE(S) Standard / r r - ' otr,a- ..!,C) ,..." A S.l Digital Signature EXPIRATION DATE:06/30/12 February 14,2011 I A WARNING-Verify design parameters and READ NOTES ON IRIS AND INCLUDED MIME REFERENCE PAGE MU-7473 re4.I0,013 BEFORE USE. mg Design valid for use only with M7ek 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 MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowin+x+rcwroera- 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 Mission Homes Lot 9 R32741382 B1101236 F01 ROOF TRUSS 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:21 2011 Page 1 I D:ZLQ?U 0Z0xV2 Ki9Hg EYTnc_znXrC-kpZ_IBaXt60eM KP PTw 13reZu u9TxTJZT0yJ8DZzl8xq I -2-0-0 7-6-0 2-0-0 7 6 0 15-0-00 I 17-0-0 I 7-6-0 2-0-0 ece le=1:34.0 5510= 3 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 5.00 12 LP V r 2 r n n ` 4 v 0 CJ 9 1r'� 0 l- E° v 5 IIIII1114 e 10 6 5512 II 9 7 5512 3x4= 3x4= I 1-3-0 1 -1I� 7-6-0 13-6-0 1 9 0 75-0-0 1-3-0 0111 --12 6-0-4 I 6-0-4 01191120 112 1-3-0 Plate Offsets(X,Y): 16:0-9-8,0-2-81,110:0-9-8,0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell L/d PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.94 Vert(LL) -0.02 7-8 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.20 Vert(TL) -0.05 7-8 >999 180 BOLL 0.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:92 lb FT=20% 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, 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. OTHERS 2 x 4 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) 7=755/0-5-8 (min.0-1-8),9=755/0-5-8 (min.0-1-8) Max Horz9=78(LC 5) - Max Uplift7=-333(LC 6),9=-333(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-173/316,3-4=-173/316 BOT CHORD 9-10=-124/279,8-9=0/344,7-8=0/344,6-7=-124/279 WEBS 3-7=-664/244,3-9=-664/243,2-9=-567/489,4-7=-567/489 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;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 1-2002. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) �� D �£9 7=333,9=333. act 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referencedSS standard ANSI/TPI 1. , 0( m 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. w y (- LOAD CASE(S) Standard rI z4§ ,. :-_.,i. „—cc,a0' 4'r - tti S '04 Digital Signature I EXPIRATION DATE:06/30/12 February 14,2011 9 9 A WARNING-•Verify design parameters and READ NOTES ON THIS AND INCLUDED M77EKREFERENCE"%WNW-7473 rev.10-'OS BEFORE USE, Design valid for use only with Mirek 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 MiTek; erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regardingR�Fomu- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 quality Cdteda,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 Mission Homes Lot 9 R32741383 B1101236 F02 ROOF TRUSS 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:23 2011 Page 1 ID:ZLQ?UOZ0xV2Ki9HgEYTncznXrC-gChkjtbnOjGMceZnbLKXw3eFi17-0-0 maGoFHRzI8xo I 2-ao I 7-6-0- I 15-0-0 I I n-0-0 7-6-0 2-0-0 scale=1:340 5510= 5.00 12 '4 4 2 4 \ In v 5 1.1 o 5512 II 9 2x4 I 6 5x12 II 3x4= 354= 1-3-0 1--1 7-6-0 13-6-0 1-9770 15-0-0 1-3-0 0--1 6-0-4 I 6-0-0 0-S-T2 1-3-0 Plate Offsets(X,Y): 16:0-9-8,0-2-81,00:0-9-8,0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.85 Vert(LL) -0.02 7-8 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.18 Vert(TL) -0.05 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 77 lb FT=20% 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, 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) 7=755/0-5-8 (min.0-1-8),9=755/0-5-8 (min.0-1-8) Max Horz9=78(LC 5) - Max Uplift7=-333(LC 6),9=-333(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-173/316,3-4=-173/316 BOT CHORD 9-10=-124/279,8-9=0/344,7-8=0/344,6-7=-124/279 WEBS 3-7=-664/244,3-9=-664/243,2-9=-567/489,4-7=-567/489 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=333,9=333. 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)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. n D PR©Ffi LOAD CASE(S) Standard ��<ti { AN fj / no. 0 r dC?) 476 8. • 2. Digital Signature EXPIRATION DATE:06/30/12 February 14,2011 1 t A WARNING-Verify design parameters and READ NOTES ON IRIS AND INCLUDED MITRE REFERENCE PAGE Mil-7473 rep.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 MiTeke erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding .mnue 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 Mission Homes Lot 9 R32741384 B1101236 F03 ROOF TRUSS 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:24 2011 Page 1 ID:ZLQ?UOZOxV2Ki9HgEYTnc_znXrC-80E6wDcp91PDDn7 82smTHBOJNOSgaFv4wYoquzl8xn I 7$_o I 15 -o-o 17-0-0 7-6-0 2-0-0 Scale=1:32.4 5.8= 2 500 12 '''"..'...°4 4 I 4 4 I I I I I I I I I I I I I I I I I I IP NIIIIIIII4111441 0 IIIIIIiiiiw..A4 • d 1 3 ; 411111111111r 7,11111111111111111111111111111111111111111141 1 ■-_ 4 d 5 5x8 II 70 7 111 5 8 3x8 II B 11 5x8 II 3x4= 3x4= 11:00 3 0 1 7-6-0 13-6-4 1 15-0-0 1-3-0 0-3- 6-0-4 6-0-0 0-2-12 1-3-0 Plate Offsets(X,Y): [5:0-6-0,0-2-01,[9:0-6-0,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.99 Vert(LL) -0.03 7-8 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.08 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:85 lb FT=20% 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, except BOT CHORD 2 X 6 DF No.2 G end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:5-6. WEBS 1 Row at midpt 2-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. - REACTIONS (lb/size) 6=1786/0-5-8 (min.0-1-14),8=1594/0-5-8 (min.0-1-11) Max Horz8=-101(LC 6) Max Uplift6=-640(LC 6),8=-489(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-315/88,2-3=-260/85,1-9=-291/62,3-5=-318/74 BOT CHORD 9-10=-206/299,8-10=-206/299,7-8=-246/1123,6-7=-246/1123,6-11=-127/314, 5-11=-127/314 WEBS 2-7=-171/911,2-6=-1254/425,2-8=-1078/305,1-8=-118/272,3-6=-296/390 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=640,8=489. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced t�'c PRopp standard ANSI/TPI 1. " c.6> 7)Girder carries tie-in span(s):8-11-8 from 0-0-0 to 15-0-0 § N $� Q, 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ` r !.E �� / LOAD CASE(S) Standard /, 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 {'� Uniform Loads(plf) 9 / �Q,� Vert:1-2=-64,2-3=-64,3-4=-64,5-9=-157(F=-136) ` OR '' • +7+Diigital Signature I EXPIRATION DATE:06/30/12 February 14,2011 4 4 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE MF 7473 rep.IO-'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. 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 MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,y riR�RH,- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IP11 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 Mission Homes Lot 9 R32741385 B1101236 GO1 GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:26 2011 Page 1 ID:ZLQ?UOZ0xV2Ki9HgEYTnc_znXrC-4mMtLuegheNTSHMGTuEYiGrAABJBfpCYE1 vumzl8xl I 6-10-4 14-3-0 I 6-10-4 7-4-12 Scale=1.66.4 4 4x6 I i 6.00 12 3x6% ■. 4x4 2 \; 44x4i ..N. 7 d AI Illk 5x6 II 6 5 64= 6-10-4I 14-3-0 6-10-4 7-4-12 Plate Offsets(X,Y): (1:0-2-0,0-0-1),(4:0-3-14,Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.46 Vert(LL) 0.03 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.25 Vert(TL) -0.06 5-6 >999 180 BOLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:133 lb FT=20% 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, except BOT CHORD 2 X 6 DF No.2 G end verticals. WEBS 2 x 4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-5:2 X 4 DF 2400F 1.7E WEBS 1 Row at midpt 4-5,3-5 - OTHERS 2 x 4 DF Std G SLIDER Left 2 X 6 DF No.2-G 4-1-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=592/0-5-8 (min.0-1-8),5=592/0-5-8 (min.0-1-8) - Max Horz 1=449(LC 4) Max Upliftl=-101(LC 5),5=-262(LC 5) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-688/88,2-3=-481/107 BOT CHORD 1-6=-216/479,5-6=-216/479 WEBS 3-6=0/318,3-5=-560/350 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;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 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)All plates are 2x4 MT20 unless otherwise indicated. 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)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ��tQ PR°Pen 1=101,5=262. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced �?� 0.4G11\14.41 i ?{N �7 tS> standard ANSI/TPI 1. LOAD CASE(S) Standard _;;t:+.fr-E • i � � / ivy ` •o ORE $. Digital Signature EXPIRATION DATE:06/30/12 February 14,2011 B f A WARNING-Verify design parameters and REM NOT73S ON TRIS AND INCLUDED PETER REFERENCE PAGE 140I-7473 rev.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 MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowse,o rserown 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 Mission Homes Lot 9 - R32741386 B1101236 G02 MONO TRUSS 2 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:26 2011 Page 1 ID:ZLQ?UOZOxV2Ki9HgEYTnc znXrC-4mMtLueghefxT5HMGTuEYiGs6ABf8fpCYE1vumzl8xl 6-10-4 14-3-0 6-10-4 7-4-12 Scale=1690 4 4x6 8.00 ITT 3x6-i 3 r 7, Ad 5x6 II 8 5 954 II 64= I 6-10-4 I 14-3-0 6-10-4 7-4-12 Plate Offsets(X,Y): f1:0-2-0,0-0-11,(4:0-3-14,Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) 0.03 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.22 Vert(TL) -0.06 5-6 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.21 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:95 lb FT=20% 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, except BOT CHORD 2 X 6 DF No.2 G end verticals. WEBS 2 x 4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-5:2 X 4 DF 2400F 1.7E WEBS 1 Row at midpt 4-5,3-5 - SLIDER Left 2 X 6 DF No.2-G 4-1-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=592/0-5-8 (min.0-1-8),5=592/0-5-8 (min.0-1-8) Max Horz1=449(LC 4) Max Upliftl=-101(LC 5),5=-262(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-688/88,2-3=-481/107 BOT CHORD 1-6=-216/479,5-6=-216/479 WEBS 3-6=0/318,3-5=-560/350 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=101,5=262. 5)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. LOAD CASE(S) Standard �� 0 PROF.ss < taCaIN w.//�. co . 4R P,4•4 ° 9. � - 2 o R S.'t\- • Digital Signature EXPIRATION DATE:06/30/12 February 14,2011 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITRE REFERENCE PAGE I.W.7473 ree.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 MiTek* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding row•nm :eroe.«- 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 Mission Homes Lot 9 R32741387 B1101236 G03 ROOF TRUSS 5 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:27 2011 Page 1 I D:ZLQ?U OZOxV2 Ki9H g EYTnc_znXrC-YzwFZEfI Syno4FsZq B PT4vpx RaYNt6DMntmTQ Cz18xk 4-0-9 I 8-11-8 4-4-9 4-6-15 1,4 II Scale=1:47.0 3 8.00 12 3x8 2 • 4i11• 3x8 1 51 A. j, jmiiimim"gmimiimi =L.:I 5 .1 6 q 2x4 II 4x4= 3x4= 4-4-9 8-11-8 4-4-9 4-6-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.81 Vert(LL) -0.01 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.13 Vert(TL) -0.03 4-5 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:53 lb FT=20% 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, 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) 6=364/Mechanical,4=364/0-5-8 (min.0-1-8) Max Horz6=293(LC 4) Max Uplift6=-56(LC 5),4=-167(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-331/74,1-2=-368/48 BOT CHORD 5-6=-284/218,4-5=-143/272 WEBS 1-5=-27/276,2-4=-350/221 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)A plate rating reduction of 20%has been applied for the green lumber 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 100 lb uplift at joint(s)6 except(jt=lb) 4=167. 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. LOAD CASE(S) Standard � � P.'UI e. 4.0 C 16px t t‘ •� • •RE •,1� ."0 Digital Signature EXPIRATION DATE:06/30/12 • February 14,2011 i A WARNING-Verify design parameters and READ NOTES ON TRIS AND INCLUDED MIMIC REFERENCE PAGE 51II-7473 rev,10-V8 WORE USE mit 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 MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding xv r[e fabrication,quality 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 Mission Homes Lot 9 R32741388 B1101236 J01 ROOF TRUSS 11 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s Jan 28 2011 MiTek Industries,Inc. Mon Feb 14 15:47:28 2011 Page 1 ID:ZLQ?UOZ0xV2Ki9HgEYTnc_znXrC-09UdmafwDGvfiPRlNuwid7MFb mWcb?V?XWOzfz18xj -1-6-0 4-11-8 1-6-0 4-11-8 Scale=1:30.2 3 8.00 12 .I 3x8‹/ 2 id d Y Y 1 MI IM 24u M M/ 5 4 3x4= 1-3-0 1--1 4-11-8 1-3-0 0--13-5-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.21 Vert(LL) 0.03 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.58 Vert(TL) 0.05 4-5 >818 180 BOLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.20 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:20 lb FT=20% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-8 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) 3=128/Mechanical,4=-84/0-5-8 (min.0-1-8),5=447/0-5-8 (min.0-1-8) Max Horz5=230(LC 5) Max Uplift3=-108(LC 5),4=-84(LC 1),5=-171(LC 5) - Max Grav3=128(LC 1),4=36(LC 5),5=447(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-271/30 WEBS 2-5=-1/254 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)A plate rating reduction of 20%has been applied for the green lumber 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 100 lb uplift at joint(s)4 except(jt=lb) 3=108,5=171. 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. LOAD CASE(S) Standard c 16Z:. !i .7<" • .;� • "PIE s • Digital Signature EXPIRATION DATE:06/30/12 February 14,2011 f i A WARMED-•Verify design parameters and READ NOTES ON MIS AND INCLUDED HIM CREFERENCE PAGE NU.7473 rev.10.08 BEFORE USE. Design void 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 all erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 'owse,o rsnro.ra- 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 1 3/4' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury NM= Dimensions are in ft-in-sixteenths. I I (Drawings not to scale) I1NAL and fully Apply platesembed to both Sidesteeth. of truss 1. Additional stability bracing for truss system,e.g. diagonal or X-bracing,is always required. See BCSI. Q-1/161' 2. Truss bracing must be designed by an engineer.For 1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,I,or Eliminator _EIE bracing should be considered. Illi_MI,%r 11111M31 .111111315 4 3. Never exceed the design loading shown and never p stack materials on inadequately braced trusses. OILI\IIIIPAIti (Es) 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate = O designer,erection supervisor,property owner and U = all other interested parties. plates 0-'na' from outside o U edge of truss. P5. 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 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. ill11 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 PLATE SIZE THE LEFT. 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 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,ESR 1352,ER 5243,9604B, specified. by text in the bracing section of the 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, BEARING or less,if no ceiling is installed,unless otherwise noted. %es15.Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ©2006 MTekOO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. =II NM 17.Install and load vertically unless indicated otherwise. ® 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. MiTek and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is 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 r r . r • • 4.. 3T-6-0 20-1-12 AO 1 Mir.... �I n I_________________________________ ■ 1 2• ■ ■ ■P� m 7,,,:,,iggilr. ', 20-16611 imO m • :-5 � I V I I I III IrylON iIIIIhIII 11 m wird n M \ ■ (V IU■fr �Q ,_I'I,II,I,II,I I' 51101234 MISSION NOMAS �_�_� LOT 9 \ \ WA ROOF TRUSSES '��� DRAWN:2-3-11 PV II PRO-BUILD (503) 57-54� I CLACKAMA5 OR � ��� (503)SST-8404 mi F02 {I,{I FO 1 0- 14 O}O� 20-4-0 <3-0-0> 9-0-0 -0-035