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Plans 1 Pft /146M012- '' 00 3 ti‘ort s"1 ws),3 �-' 6w G✓t /u8-,7r u ,,,,,,.,,„1„,t„,7,-. 1.,,,e,„„ i 17"I'Level Il , 4 (41,1))Q 2042 '4:',3 swcac r Pr 1,,,' fF '''4,6.,,N,,,,,00,',"` # /� �TemTeeMien yrf 'S. 7",,, », CERTIFIED MANE 0, y 40-00-00 y i• 14-06-00 y 12-03-08 y 13-05-08 y co N O •OQ 4 4 p E E p pA A A A l 0 -O O 'ilh • M I I I ,I'.I- / 11111.! 601 El Wf 5-is2� ,A04 JA4 i JI{05 I► _ 71i4IL ' / .MO6 A . Ik ®p7 0 J 0 JAO. d 0 to �AO$(3) to v 8 rn o Qo oQ: oQ o o 73 JAS ,A o AP) .F{10 tryi .MIIIIA0 - ara JAO; _ •hee 1-1,i5-. HGUS26 - ith — , w HH 26 _ old -4-6 Q6if •Coes .. JA05 se JA04 — - - Alli . U 4 JAp di i c ii 4 M 1(n IU) I(n 4 4 o -0 00 mi w 4 up ti ifri,,H RT•nuzirirrRRi JFK I .02 4 1-0 -00 I ��Imina ;. ;�. ; Pitch: : 8/1 '.-'_;E01 . _. r ---, Overhang: 1 10-00-00 , 4-11-08 , 10-09-08 10-00-00 15-00-08 14-11-08 40-00-00 1' .4- Ir d TIES ISATRUSS PLACEMENT DIAGRAMONLY TRUSS LOADING REVISIONS 15877 SE 98th Ave These trusses arc dawned as indnidual Molding components to be incorporated into the building deeipn TCLL(EMU:25 w., Clackamas,OR 97015 et h1M's'design afnn nfthe breach t daigna.5ce t e pRO3u'' ndnidnalLL . woesdesign drug TCDLePSF, DATE REMARKS Phone:1-503-557-8404 on the placement drawing The budding designer is OCLL(1'6F,:0 esPot��nf`6tempot^;NPermaner bracing of Error Error Occurred Rll1LDER:Mission Homes DATE: SCALE: yateru an RCDL(PSBR 10 0 8-16-2011 NTS deaignofthe�,•nupportstruep�e ulinghead.,. TL(pm:42 Occurred maps,wall,and columns is the respnnnibihty of the aloe Sp.1*:100 ECR gPRO.IECT:3154 Silverwood B DRAWS 1UB q: build g desigconsun"&arggofal ggoddan eregardilabk LL DEFL:. �is� CEC J1104539 from the Truss Plate Institn°,583 D.Dnrfrin Drive, MDRESS:Highland Hilss Lot Madison,WI 52175 -_ INN ME0 MiTek� POWER To PERFORM.- MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: J1104539 Fax 916/676-1909 Mission Homes-3154 Silverwood B ,L+ 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:R33519588 thru R33519610 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. QED PROOFS GINE. 6> %;4 :PE/ r yy OREGoN�1,� 4/4 SOON Digital Signature EXPIRATION DATE 12-31-12 3 August 17,2011 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 Mission Homes-3154 Silverwood B R33519588 J1104539 A01 CAL HIP 1 2 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:49:50 2011 Page 1 ID:pN021 M P6Ku_f6BKwHL9TJ IziwG4-V6PGZHFRG9Gh6YQ Wiv1 m65x?tZ8rK7 We2LXNwyn_51 - • -1-4-01 5-4-3 1 9-11-11 19-7-p 18-1-14 26-4-2 I 33-10-8 31-6- 39-1-13 I 44-6-0 41510 I 1-0-0 5-4-3 4-7-8 027-1 7-6-6 8-2-3 7EE 0--1 4-7-8 5-4-3 1-4-0 Scale=1:79.2 568 i 4x8= 468= 464= 5x8 .,� 5 6 21 7 2;8 600 12 n F] ' 3x4* 364 3 9 ¢ .. .. 2 / ? 10 V m © n _= m 11 ri- �J v\ 468= 19 18 23 17 16 24 15 14 25 13 12 468= 2x4 II 468= 5612 MT2OH= 464= 4x8= 2x4 II 264 II 5612 MT2OH= I 5-4-3 9-11-11 I 18-1-14 I 26-4-2 1 34-6-5 I 39-1-13 44-6-0 I 5-0-3 4-7-8 8-2-3 8-2-3 8-2-3 4-7-8 5-4-3 Plate Offsets(X,Y): 12:0-4-0,0-1-151,14:0-2-8,0-2-81,18:0-2-8,0-2-81,110:0-4-0,0-1-151 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.65 Vert(LL) -0.37 15-16 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.89 15-16 >595 180 MT2OH 165/146 BCLL 0.0 * Rep Stress Incr NO WB 0.54 Horz(TL) 0.25 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:535 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins,except 4-6,6-8:2 X 6 DF No.2 G 2-0-0 oc purlins(4-10-2 max.):4-8. 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 WEBS 1 Row at midpt 5-18,7-13 REACTIONS (lb/size) 2=4326/0-5-8 (min.0-2-5),10=4326/0-5-8 (min.0-2-5) Max Horz2=79(LC 5) Max Uplift2=-1022(LC 5),10=-1022(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-8567/2097,3-4=-8347/2273,4-20=-7406/2068,5-20=-7406/2068,5-6=-10280/2870, 6-21=-10280/2870,7-21=-10280/2870,7-22=-7406/2068,8-22=-7406/2068, 8-9=-8347/2274,9-10=-8567/2097 BOT CHORD 2-19=-1862/7545,18-19=-1862/7545,18-23=-2797/10278,17-23=-2797/10278, 16-17=-2797/10278,16-24=-2797/10278,15-24=-2797/10278,14-15=-2768/10280, 14-25=-2768/10280,13-25=-2768/10280,12-13=-1810/7545,10-12=-1810/7545 WEBS 3-18=-259/219,4-18=-229/2164,5-18=-3455/1002,5-16=0/556,7-15=0/557, 7-13=-3457/1000,8-13=-228/2165,9-13=-260/218 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,2 X 6-2 rows at 0-9-0 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. ���VQ PR Op, 4)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)gable end zone; G1NE cantilever left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 Co > F Q� 5)Provide adequate drainage to prevent water ponding. 9 6)All plates are MT20 plates unless otherwise indicated. : 8364•P E t- 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide / will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and to, ORE t► ,, referenced standard ANSI/TPI 1. O V&A CI 11)Girder carries hip end with 10-8-0 right side setback,10-8-0 left side setback,and 8-0-0 end setback. y 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. OO .sOON O` 13)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. Digital Signature Continued on page 2 ( EXPIRATION DATE: 12-31-12 August 17,2011 4 • A WARNING•Verify design parameters and READ NOTES ON THIS ANIS INCLUDED MITRE REFERENCE PAGE 1411.7473 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 Mie : erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding lu=ar ro.swsawax- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/2PI1 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 1 Job Truss Truss Type Qty 'Ply Mission Homes-3154 Silverwood B R33519588 J1104539 A01 CAL HIP 1 2 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:49:50 2011 Page 2 ID:pNO21 M P6Ku_f6BKwH L9TJ IziwG4-V6PGZHFRG9Gh6YQ VVTv1 m65x?tZ8rK7We2LXNwyn_51 • NOTES 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)740 lb down and 453 lb up at 34-3-13,and 740 lb down and 453 lb up at 10-2-3 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-20=-64,20-22=-153,8-22=-64,8-11=-64,2-10=-48(F=-28) Concentrated Loads(Ib) Vert:4=-740 8=-740 B A W4RNI740-Verify design parameters and READ NOTES ON TIM AND INCLUDED MI7 EKREFERENCE RAGE MU.7473 rev.1O-'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 11 11 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowcw ro rrtwrowau- 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 Mission Homes-3154 Silverwood B R33519589 J1104539 AO1A MONO CAL HIP 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:49:52 2011 Page 1 ID:pN021MP6Ku_f6BKwHL9TJIziwG4-RVX1 zGinmWPMraubK4EBWJI7Mx10_HxVeOU_syn_5j 1-1-4-0 I 5-4-7 l 9-11-13 ip-7- 17-9-13 25-7-12 33-9-0 1-4-0 5-4-7 4-7-6 0-7-11 7-2-s I 7-10-0 8-1-4 Scale=1.60.1 5612 MT2OH i — 3610= 466= 2x4 II 5x12= 5 fi 18 89 44 8�12 3x4 i 3 a 2 19 14 20 11 4612 i 78 15 13 10 264 II 368= 5612 MT2OH= 2x4 I I 8512= 368 II 5-4-7 I 9-11-13 17-9-13 25-7-12 33-9-0 5-4-7 4-7-6 7-10-0 I 7-10-0 I 8-1-4 I Plate Offsets(X,Y): 12:0-3-1,0-2-01,14:0-5-12,0-2-81,15:0-3-0,0-1-81,18:0-3-8,0-1-121,111:0-4-8,0-1-81,112:0-3-0,0-3-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.85 Vert(LL) -0.25 13 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.63 13-15 >635 180 MT2OH 165/146 BCLL 0.0 * Rep Stress Incr NO WB 0.72 Horz(TL) 0.15 11 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:211 lb FT=10% LUMBER BRACING TOP CHORD 2 X 6 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins, except 1-4:2 x 4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(3-11-6 max.):4-9. BOT CHORD 2 X 6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 7-10-5 oc bracing. WEBS 2 x 4 DF Std G*Except* WEBS 1 Row at midpt 8-11,5-15,5-12,8-12 5-15,5-12,8-12:2 x 4 DF No.1&Btr G JOINTS 1 Brace at Jt(s):8 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2 X 4 SYP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 11=3422/Mechanical,2=3171/0-5-8 (min.0-3-2) Max Horz2=224(LC 5) Max Upliftl 1=-959(LC 6),2=-725(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6081/1459,3-4=-5745/1595,4-17=-5092/1467,5-17=-5092/1467,5-6=-4400/1243, 6-18=-4400/1243,7-18=-4400/1243,7-8=-4400/1243,8-11=-3251/1053 BOT CHORD 2-16=-1381/5335,15-16=-1381/5335,15-19=-1740/6052,14-19=-1740/6052, 13-14=-1740/6052,13-20=-1740/6052,12-20=-1740/6052 WEBS 3-16=0/265,4-15=0/1093,5-15=-1272/376,5-13=0/521,5-12=-1950/587, 7-12=-1313/724,8-12=-1468/5194 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)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �°3 PR O/C�S 6)*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 c ' J GINE u./ will fit between the bottom chord and any other members. N F ci 7)A plate rating reduction of 20%has been applied for the green lumber members. '7 8)Refer to girder(s)for truss to truss connections. 83• •P l 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)Girder carries hip end with 0-0-0 right side setback,10-8-0 left side setback,and 8-0-0 end setback. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. pl 12)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. �jy OREG • 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)740 lb down and 453 lb up at C &q \{? 10-2-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. R 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). OO SOON d LOAD CASE(S) Standard Digital Signature Continued on page 2 ( EXPIRATION DATE: 12-31-12 ) August 17,2011 4 t A WARNING-Verify design parameters and READ NOES ON THIS AND INCLUDED MIT KREFERENCE PAGE 1711-7473 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 NO erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rawcw,r.�AeoeH,- 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 Mission Homes-3154 Silverwood B J1104539R33519589 A01A MONO CAL HIP 1 1 t Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:49:52 2011 Page 2 ID:pN021 M P6Ku_f6BKwH L9TJIziwG4-RVX1_zGinm WPMraubK4EB W017Mx1 o_HxVeOU_syn_5j LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-17=-64,8-17=-153,8-9=-14,2-10=-48(F=-28) - Concentrated Loads(Ib) Vert:4=-740 ' A WARNING.Verify design parameters and READ NOTES ON TIES AND INCLUDED MITE,C REFERENCE PAGE A1TI-7473 rev.TOMS 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 M e 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 r enback L Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Greenback Lane,Suite 109 Citrus Heights,CA,95610 Job Truss Truss Type Oty Ply Mission Homes-3154 Silverwood B R33519590 J1104539 A02 CAL HIP 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:49:54 2011 Page 1 I D:pN021 MP6Ku_f6BKwH L9TJ IziwG4-OtfnPflyJNm7b9jHil6iHx6ggAauGydEyyVb3lyn_5h 1-4-0 6-3-13 12-8-7 133-3 19-0-13 25-5-3 31-2-8 31-9 38-2-3 44-6-0 - f1-0-0 6-3-13 6-4-10 OI7-1 5-9-5 I 6-4-6 I 5-9-5 0-7 6-4-10 6-3-13 Scale-1:785 5.8 4 * 4.4= 4.8= 5.8 4 5 6 1 Ira l 60012 x4 i 3x ri 4 3 8 2 9 e s a 4.8= 17 16 15 18 14 19 13 20 12 11 10 4.8= 2.4 II 5x12 MT2OH= 3x4= 2.4 II 308= 2x4 II 3x8= 5612 MT2OH= 6-3-13 I 12-8-7 I 19-0-13 l 25-5-3 I 31-9-9 I 38-2-3 I 44-6-0 I 6-3-13 6-4-10 6-4-6 6-4-6 6-4-6 6-4-10 6-3-13 Plate Offsets(X,Y): 12:0-0-4,0-0-01,(4:0-3-4,0-2-81,(7:0-3-4,0-2-81,(9:0-0-4,0-0-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.31 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.61 Vert(TL) -0.68 13-14 >774 180 MT2OH 165/146 BCLL 0.0 * Rep Stress Incr YES WB 0.47 Horz(TL) 0.27 9 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:238 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except 4-7:2 X 6 DF No.2 G 2-0-0 oc purlins(4-0-4 max.):4-7. 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 WEBS 1 Row at midpt 5-16,6-14,6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 9=1997/0-5-8 (min.0-2-2),2=2092/0-5-8 (min.0-2-4) Max Horz2=106(LC 5) Max Uplift9=-254(LC 6),2=-327(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3869/460,3-4=-3347/396,4-5=-2902/393,5-6=-3597/481,6-7=-2924/399, 7-8=-3371/398,8-9=-3911/482 BOT CHORD 2-17=-412/3351,16-17=-412/3351,15-16=-410/3597,15-18=-410/3597, 14-18=-410/3597,14-19=-383/3624,13-19=-383/3624,13-20=-383/3624, 12-20=-383/3624,11-12=-383/3624,10-11=-361/3391,9-10=-361/3391 WEBS 3-17=0/259,3-16=-488/209,4-16=-53/1056,5-16=-1107/221,5-14=0/340,6-13=0/291, 6-11=-1116/220,7-11=-54/1066,8-11=-508/226,8-10=0/261 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.11;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� PR OFFS 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 s will fit between the bottom chord and any other members,with BCDL=10.0psf. �NGiNEF74 �( Y- 7)A plate rating reduction of 20%has been applied for the green lumber members. .9 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced 4if 83e 4 OPErstandard ANSI/TPI 1. / 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. LOAD CASE(S) Standard 9 OREG• 1 C CAp 2. , _ iii O SOON Digital Signature EXPIRATION DATE.12-31-12 J August 17,2011 I A WARNING•Verify design parameters and READ NOTES ON T7IIS AND INCLUDED NITER REFERENCE PAGE Mu-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 responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowsw.o rsnroexx.- 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-3154 Silverwood B R33519591 J1104539 AO2A MONO CAL HIP 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:49:55 2011 Page 1 I D:pN021 MIP6Ku_f6BKwHL9TJIziwG4-s4D9c?Ja4hu_DJ ITGSdxp9euKayP?Jt0BcE8bByn_5g -1-0-0 I 6-3-13 I 12-10-3 1�-3- 19-8-11 26-7-4 I 33-9-0 — 1-0-0 6-3-13 6-6-6 0-5- 6-5-3 6-10-8 7-1-12 Scale=1:59.4 5x12 MT2OH= 2x4 II 3x6= 3x4= 46= 4 5 6 7 8g 8.00 12 3x4 3 ! i d )-Ire 2 cc I. ft r4 Fe—I S-m ti 16 15 17 14 13 18 72 19 10 3x8= 3x6= 11 2x4 II 3x4= 3x8= 456= 2114 II I 8-3-13 I 12-10-3 I 19-8-11 26-7-4 33-9-0 I 6-3-13 6-6-6 6-10-8 6-10-8 7-1-12 Plate Offsets(X,Y): (2:0-8-4,0-0-81,14:0-7-0,0-1-61,17:0-1-12,0-1-81,18:0-2-0,0-2-01,(12:0-2-0,0-2-01,(13:0-2-0,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.54 Vert(LL) -0.16 13-15 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.46 Vert(TL) -0.35 13-15 >999 180 MT2OH 165/146 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:179 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except BOT CHORD 2 x 4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(3-11-6 max.):4-9. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. WEBS 1 Row at midpt 8-11 JOINTS 1 Brace at Jt(s):8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 11=1637/Mechanical,2=1594/0-5-8 (min.0-1-11) Max Horz2=276(LC 5) .. Max Upliftl 1=-285(LC 6),2=-270(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2810/340,3-4=-2242/318,4-5=-2012/358,5-6=-2012/358,6-7=-2012/358, 7-8=-1417/250,8-11=-1499/321 BOT CHORD 2-16=-478/2417,15-16=-478/2417,15-17=-315/1915,14-17=-315/1915, 13-14=-315/1915,13-18=-250/1417,12-18=-250/1417 WEBS 3-16=0/262,3-15=-548/221,4-15=-17/478,4-13=-126/310,5-13=-476/221, 7-13=-147/813,7-12=-1039/326,8-12=-341/1936 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)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. �(� PR�F�S 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother 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 �'' G)NE CS'> will fit between the bottom chord and any other members,with BCDL=10.0psf. \ F,9 '. 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. �j 8364 0 P E 9�' 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced t standard ANSI/TPI 1. / 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. — - 11)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 9 ORE . LOAD CASE(S) Standard C1yO�j�- �_ - _ ,..in ‘4.1 Digital Signature EXPIRATION DATE:12-31-12 August 17,2011 8 8 ©WARNING-Verify design parameters and READ NOME ON THIS AM)INCLUDED MIMIC REFERENCE PAGE 111.7473 rra,10-'08 BEFORE 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 l is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTe'k; erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowcwxorurow,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 1 Job Truss Truss Type Qty Ply 'Mission Homes-3154 Silverwood B R33519592 J1104539 A03 CAL HIP 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:49:56 2011 Page 1 I D:pN021 M P6Ku_f6BKwHL9TJ IziwG4-KGnXgLJCr?OrgTtfg98AMMB_IzItkpEXQG_i7eyn_5f l1-0-0 6-3-13 12-8-1 15-11-8 19-0-11 25-5-5 28-6-8 31-9-15 33-9-0 1-4-0 I 6-3-13 8-0-0 I 3-3-7 3-1-3 6-4-10 I 3-1-3 I 3-3-7 1 1-11-1 2x4 II 254 11 scale-1:62 3 5 7 11 12 5x8 • 354= 3510= 556 4 2,4 II 8 9 2,4 II 6g- 4x6 6.00 12 13 4 3x4 i l 3 r ,ii Ai 3 2 191 F3 g ,78 3x8= 22 21 23 20 19 24 16 25 17 15 8 254 11 3x8= 356= 3x4= 254 11 4x8= 254 11 6-3-13 12-8-1 19-0-11 1 25-5-5 I 31-9-15 I 33-9-0 6-3-13 6-0-0 6-4-10 6-4-10 6-4-10 1-11-1 Plate Offsets(X,Y): [2:0-8-4,0-0-8),[9:0-3-0,0-1-8),[17:0-1-8,0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.14 19-21 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0,31 19-21 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.66 Horz(TL) 0.11 16 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:220 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except 4-13:2 X 6 DF No,2 G end verticals,and 2-0-0 oc purlins(5-3-7 max.):4-13, BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. WEBS 2 x 4 DF Std G WEBS 1 Row at midpt 8-21,9-17 JOINTS 1 Brace at Jt(s):6,10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1594/0-5-8 (min.0-1-11),16=1604/Mechanical Max Horz 2=273(LC 5) - Max Uplift2=-292(LC 5),16=-168(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2798/379,3-4=-2266/326,4-6=-1952/408,6-8=-1952/408,8-9=-2112/359, 9-10=-424/134,10-13=-424/134,13-14=-458/52,14-16=-1612/160 BOT CHORD 2-22=-505/2401,21-22=-505/2401,21-23=-294/2112,20-23=-294/2112, 19-20=-294/2112,19-24=-214/1641,18-24=-214/1641,18-25=-214/1641, 17-25=-214/1641 WEBS 3-22=0/262,3-21=-492/183,4-21=-3/541,8-21=-460/148,8-19=-263/175, 9-19=-140/695,9-18=0/301,9-17=-1711/251,14-17=-146/1484 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)Provide adequate drainage to prevent water ponding. P 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ED R OF 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 5j�� G E �S�( will fit between the bottom chord and any other members,with BCDL=10.0psf. c )N Fu9 6A plate rating reduction of 20%has been applied for the green lumber members. Ni 836 P E �9t" 7)Refer to girder(s)for truss to truss connections. `/ i 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/IP!1. / 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. LOAD CASE(S) Standard °6b4/04/4 9� OREGO /"�' OyaLRY .g ' OSOON . Digital Signature EXPIRATION DATE: 12-31-12 _ August 17,2011 t t ©WARNING•Verify design parameters and READ IOTBS ON MIS AND INCLUDED NITER REFERENCE PAGE M11-7473 rev.10-'O8 BEFORE USE 1_a 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ro,xss!ee' eu- fabrication.quality control.storage,delivery,erection and bracing,consult ANSI/TPI7 QealIy 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 1 Job Truss Truss Type Qty Ply Mission Homes-3154 Silverwood B R33519593 J1104539 AO3A MONO CAL HIP 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:49:58 2011 Page 1 ID:pN021 MP6Ku_f6BKwHL9TJIziwG4-Gfu IFOLSNcGZ4m 12xaBeRnGPjnz9CgZgtaToC Wyn_5d • I-1-4-0 I 6-3-13 I 12-10-3 I 15-11-8 I 19-8-11 I 26-7-4 I 33-9-0 I 1-0-0 6-3-13 6-6.6 3-1-5 3-9-3 6-10-8 7-1-12 Scale=1'59.8 284 II 5 7 488= 2 2x4 II 386= 384= 486= 4 8 10 11 rido g. I9@ I G N 2 6.00 12 2x4 I 384 i 3 44 ZE 1. 0-48 2 ., rel c>• Flt �; 19 -18 20 17 16 21 15 22 BA 13 14 388= 3x8= 284 II 384= 388= 486= 284 II I 6-3-13 12-10-3 19-8-11 I 26-7-4 33-9-0 I 6-3-13 6E-6 6-10-8 6-10-8 7-1-12 Plate Offsets(X,Y): [2:0-8-4,0-0-81,[4:0-3-4,0-0-81,[10:0-1-12,0-1-81,[11:0-2-0,0-2-01,(15:0-2-0,0-2-01,[16:0-2-0,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.16 16-18 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.46 Vert(TL) -0.36 16-18 >999 180 BOLL 0.0 " Rep Stress lncr YES WB 0.86 Horz(TL) 0.09 14 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:185 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except BOT CHORD 2 x 4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(4-4-5 max.):4-12. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 9-1-1 oc bracing. WEBS 1 Row at midpt 11-14,4-16 JOINTS 1 Brace at Jt(s):11,6 MiTek recommends that Stabilizers and required cross bracing - be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 14=1639/Mechanical,2=1596/0-5-8 (min.0-1-11) Max Horz2=338(LC 5) _ Max Upliftl4=-279(LC 6),2=-278(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2800/349,3-4=-2267/295,4-6=-2008/341,6-8=-2008/341,8-9=-2008/341, 9-10=-2008/341,10-11=-1421/245,11-14=-1501/315 BOT CHORD 2-19=-544/2402,18-19=-544/2402,18-20=-378/1956,17-20=-378/1956, 16-17=-378/1956,16-21=-245/1421,15-21=-245/1421 WEBS 3-19=0/263,3-18=-527/185,4-18=-1/466,4-16=-214/321,8-16=-423/198, 10-16=-174/801,10-15=-1043/321,11-15=-334/1941 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �D P R dF 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 e will fit between the bottom chord and any other members,with BCDL=10.0psf. \c, " G)NE -. s/O 6)A plate rating reduction of 20%has been applied for the green lumber members. .9 7)Refer to girder(s)for truss to truss connections. 'Sr,. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced Al :3640P standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. / / 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. w " OREGO. LOAD CASE(S) Standard 9/y O C� UqR Y 2 " C? 0 • O SOON Digital Signature EXPIRATION DATE: 12-31-12 August 17,2011 I r A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED NITEK PAGE 111.7473 m.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 responsibility of the MiTe erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regardingowx*- 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-3154 Silverwood B R33519594 J1104539 A04 CAL HIP 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:49:59 2011 Page 1 ID:pN021 MP6Ku_f6BKwHL9TJIirwG4-krSgSMM58wOPhwcEVIit_?pU?BJMxAaz6ECMkyyn_5c 1-11-44-'30 1-0-0 8-3-13 12-8-1 18-7-8 is-P-1 25-5-5 2511 31-9-15 _ +9-0 _ - 1-0-0 6-3-13 6-4-4 5-11-7 0-5-b 6-4-10 0-5-b 5-11-7 1-11-i 254 11 2x4 II Scale=1:695 6 8 72 13 556 ilx: 3x10= 558 358 4 5 10 458 I. AN 15 r 4.2,r 40 . rYl 11 14 6.00 12 °i 3. i3 xr 11. 2 / 23 22 24 21 20 25 19 28 178 17 16 358= 254 II 358= 3x6_3x4= 254 II 458= 2x4 II I 6-3-13 l 12-8-1 I 19-0-11 1 25-5-5 I 31-9-15 1 33-9-0 1 8-3-13 8-4-4 6-4-10 6-4-10 6-4-10 1-11-1 Plate Offsets(X,Y): 12:0-8-4,0-0-81,118:0-1-8,0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.14 20-22 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.46 Vert(TL) -0.32 20-22 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(TL) 0.11 17 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:232 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except 5-14:2 X 6 DF No.2 G end verticals,and 2-0-0 oc purlins(5-1-12 max.):5-14. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 9-1-10 oc bracing. WEBS 2 x 4 DF Std G WEBS 1 Row at midpt 9-22,10-18 JOINTS 1 Brace at Jt(s):7,11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1594/0-5-8 (min.0-1-11),17=1604/Mechanical Max Horz2=289(LC 5) _ Max Uplift2=-303(LC 5),17=-188(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2783/398,3-4=-2260/342,4-5=-2128/358,5-7=-1946/484,7-9=-1946/484, 9-10=-2107/453,10-11=-442/202,11-14=-442/202,14-15=-452/55,15-17=-1612/180 BOT CHORD 2-23=-536/2381,22-23=-536/2381,22-24=-353/2107,21-24=-353/2107, 20-21=-353/2107,20-25=-231/1631,19-25=-231/1631,19-26=-231/1631, 18-26=-231/1631 WEBS 3-23=0/264,3-22=-481/172,5-22=0/523,9-22=-431/129,9-20=-292/197, 10-20=-171/736,10-19=0/301,10-18=-1671/248,15-18=-194/1542 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)Provide adequate drainage to prevent water ponding. �C ' P R 04.4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. py 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 c s 1 GINE -, c ' will fit between the bottom chord and any other members,with BCDL=10.Opsf. NR �* 6)A plate rating reduction of 20%has been applied for the green lumber members. , 17___7)Refer to girder(s)for truss to truss connections. : r 8364•PE 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. 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 9�ORE LOAD CASE(S) Standard o'�t/,4. `�? O V SOON - Digital Signature EXPIRATION DATE:12-31-12 August 17,2011 A WARNING•Verify design parameters and READ NOTES ON 77115 AND INCLUDED WINK REFERENCE PAGE MU-7473 rev.1O-128 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 q� is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mel( erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowsw.or+cwroex- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPl1 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 Mission Homes-3154 Silverwood B R33519595 J1104539 AO4A California Truss 1 1 i I Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:02 2011 Page 1 ID:pNO21MP6Ku_f66KwHL9TJIziwG4-9Q8p400zRrm YOKpAQFabdR MOIS8VtPoCROLHyn_5Z 1-4-0 I 2-5-8 9-11-4 18-0-3 1gg-7 25-10-8 26rr5-3 33-9-0 1-4-0 2-5-8 7-5-12 8-0.14 0 7- 4- - 7-3-0 7-5 7-3-3 Scale=1:72.6 6x8 i Special Special 8 Special Special Special 5.6 ` 19 20 21 22 8 • 3x8 i 46 3x4 i 5 10 4 40' 9 6.00 12 p v m 4� Q 3xfi',7- 3 3 -17 . Jr di 17 16 !M )d 15 2.74x% 4x4— 4xfi— 3x4 II 14 23 13 72 17 2x4 II 4x8 II 4x8= 336 II 5x12 MT2OH= 9-11-4 14-5-8 17-11-9 18-9-3 26-5-13 33-9-0 22 -8I I 0$-7-5-12 4-8-0 3-6-1 04-9 8-5-11 7-2-9 Plate Offsets(X,Y): 12:0-4-4,0-2-01,12:0-2-0,Edge),13:0-2-12,0-1-81,16:0-4-0,0-1-121,110:0-3-0,0-1-121,112:0-4-0,0-0-121,113:0-1-12,0-1-121,114:0-6-8,0-1-121,117:0-5-12,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.93 Vert(LL) -0.23 14-16 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.62 Vert(TL) -0.55 14-16 >720 180 MT2OH 165/146 BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(TL) 0.20 12 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:217 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 6-9:2 X 6 DF 2400F 2.0E,8-10:2 X 4 DF 2400F 1.7E 2-0-0 oc purlins(6-0-0 max.):6-9. BOT CHORD 2 x 4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-2-14 oc bracing. 2-17:2 X 6 DF 2400F 2.0E,14-17:2 X 4 DF 2400F 1.7E WEBS 1 Row at midpt 3-16,4-14,6-13,9-13 11-15:2 X 6 DF No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2 x 4 DF Std G*Except' be installed during truss erection,in accordance with Stabilizer 6-13:2 x 4 DF No.1&Btr G,3-17:2 X 6 DF 2400F 2.0E Installation guide. REACTIONS (lb/size) 2=1769/0-5-8 (min.0-1-11),12=1880/Mechanical Max Horz2=285(LC 5) Max Uplift2=-507(LC 5),12=-569(LC 5) • FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5094/1481,3-4=-3176/915,4-5=-2292/738,5-6=-2148/760,6-7=-1266/501, 7-19=-1266/501,19-20=-1266/501,20-21=-1266/501,21-22=-1266/501,8-22=-1266/501, 8-9=-1266/501,9-10=-1478/511,10-12=-1823/600 BOT CHORD 2-17=-1551/4518,16-17=-1458/4172,15-16=-947/2791,14-15=-950/2783, 14-23=-643/1915,13-23=-644/1910 WEBS 3-16=-1393/515,4-16=0/457,4-14=-996/353,6-14=-82/851,6-13=-978/340, 9-13=-235/270,10-13=-517/1606,3-17=-256/1027 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)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. ��O PR OFF 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <C Cal N� si 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 N E,9 0 will fit between the bottom chord and any other members,with BCDL=10.0psf. t(A �? Bi7)A plate rating reduction of 20%has been applied for the green lumber members. :. OPE 91- 8)Refer to girder(s)for truss to truss connections. / 9)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ' of bearing surface. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and ` _ ,I referenced standardOREG• 11)"Fix heels only"Memberberen ANSI/TPI 1. '9end fixity model was used in the analysis and design of this truss. , 12)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. fit. �'1 RY Z 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)127 lb down and 160 lb up at OO SOON 18-7-5,73 lb down and 91 lb up at 20-0-12,106 lb down and 115 lb up at 22-0-12,106 lb down and 115 lb up at 22-5-4,and 73 lb down and 91 lb up at 24-5-4,and 122 lb down and 96 lb up at 26-4-1 on top chord. The design/selection of such connection Digital Signature confilitArA Meiesponsibility of others. EXPIRATION DATE:12-31-12 August 17,2011 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 197EKREFERENCE PAGE NU-7473 rem 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 ile.,Ra erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding eueae xo.a;wsowx.- 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 Mission Homes-3154 Silverwood B R33519595 J1104539 A04A California Truss 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:02 2011 Page 2 ID:pNO21 MP6Ku_f6BKwHL9TJIziwG4-9Q8p4OOzRrm_YOKpAQFabdR_MOISBVtPoCROLHyn_5Z NOTES 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard - 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-6=-64,6-7=-64,7-8=-64,8-9=-64,9-10=-64,2-17=-20,14-17=-20,14-23=-60,11-23=-20 Concentrated Loads(Ib) Vert:9=-72(F)7=-127 19=-73(F)20=-106(F)21=-106(F)22=-73(F) a 1 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITRE REFERENCE PAGE MII-7473 res.I O-ro8 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 moi. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding eou'ee +xwroww.- 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-3154 Silverwood B R33519596 J1104539 A05 California Truss 2 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:03 2011 Page 1 ID:pN021 MP6Ku_f6BKwHL9TJ IziwG4-dciBlkPbC8urAXv0k8m pBrzCyofpt?HZ1 sAZtkyn_5Y fid-0I -5-8 I 9-11-4 I 18-0-3 21-3-8 1 23-2-8 I 26-5-13 I 33-9-0 - 1-4-0 2-5-6 7-5-12 8-0-14 3-3-5 1-11-0 3-3-5 7-3-3 Scale=1:784 2x4 II 11 2x4 II 7 9 2 5x8\\ 586 00.0 2x4II •2r4 II 13 3x8 i 4 4x4 3x �7 �5 4 4 41' l 600 12 I 34-:- 3 3 2 ��r• :: 11 8 iv' 21 20 d 3x10— 484= 19 3x4 11 18 23 17 16 15 2.75 44 _484 458 II 488= 384 II 5812 MT2OH= 2-5-8 9-11-4 I 14-5-8 17-11-9 18-9-3 26-5-13 26-6-7 33-9-0 2-5-8 7-5-12 4-6-4 3-6-1 0-0-9 8-5-11 049 7-2-9 Plate Offsets(X,Y): 12:0-4-8,0-1-81,13:0-2-12,0-1-81,114:0-1-8,0-1-81,116:0-2-0,0-0-121,117:0-1-12,0-2-01,118:0-6-4,0-2-01,121:0-5-12,0-2-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.75 Vert(LL) -0.19 18-20 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.55 Vert(TL) -0.48 18-20 >824 180 MT2OH 165/146 BCLL 0.0 * Rep Stress Ina YES WB 0.57 Horz(TL) 0.18 16 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:228 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except 6-13:2 X 6 DF 2400F 2.0E,11-14:2 X 4 DF 2400F 1.7E end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-13. BOT CHORD 2 x 4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-21:2 X 6 DF 2400F 2.0E,18-21:2 X 4 DF 2400F 1.7E 7-6-14 oc bracing:20-21. 15-19:2 X 6 DF No.2 WEBS 1 Row at midpt 3-20,4-18,6-17,13-17 WEBS 2 x 4 DF Std G*Except* JOINTS 1 Brace at Jt(s):8,10 6-17:2 x 4 DF No.1&Btr G,3-21:2 X 6 DF 2400F 2.0E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1579/0-5-8 (min.0-1-8),16=1522/Mechanical - Max Horz2=305(LC 5) Max Uplift2=-311(LC 5),16=-210(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=4516/886,3-4=-2711/444,4-5=-1872/300,5-6=-1748/325,6-8=-1019/297, 8-10=-1019/297,10-13=-1019/297,13-14=-1186/209,14-16=-1466/244 BOT CHORD 2-21=-1047/4011,20-21=-994/3706,19-20=-542/2368,18-19=-545/2360, 18-23=-280/1555,17-23=-281/1550 WEBS 3-20=-1350/455,4-20=0/454,4-18=-923/304,6-18=-55/812,6-17=-880/205, 14-17=-176/1294,3-21=-144/912 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)Provide adequate drainage to prevent water ponding. P R 4)All plates are MT20 plates unless otherwise indicated. � ss �� �FF � 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �' G(N EF /p 6)*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 " • R will fit between the bottom chord and any other members,with BCDL=10.0psf. 364 P 9� 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Referarigo i ()for truss ao spssar connections. 9)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity Air-Yr- 7) of bearing surface. alii 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. /y OREGO 47-:,,/%0 p�� 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Cy Uq RY 2. "0�0 12)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. • OSOON LOAD CASE(S) Standard a Digital Signature EXPIRATION DATE:12-31-12 August 17,2011 4 t A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE MIt-7473 rep.I0-'08 BEFORE USEI. 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 @ * erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,e rswrawx- 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 Mission Homes-3154 Silverwood B R33519597 J1104539 A06 Special Truss 3 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 5 May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:05 2011 Page 1 ID:pN021 MP6Ku_f6BKwHL9TJIziwG4-Z?pxjPQrjm8ZPr3OrYpHDG3X1 cKnLgGsUAfgycyn_5W 8-9-5 15-6-0 22-3-0 28-0-0 33-9-0 )1-4-0I2-5-8I I I 8-3-13 6-8-11 6-9-0 5-9-0 5-9-0 4x4= scale=1:84.4 7 73 3x4 3x4 4 11441114%44441 ,8 6 34 i 4x4 9 5 ,h 3x4 8.0072 4 3x6 i 3 p 2 __�=i-�l Int I ei: II 17 78 -i d 3x10 m 4x4= 75 14 3x4 11 3x4 3x4 II 73 20 12 11 10 2 751 lI 4x6= 8510 I I 3x8= 2x4 I 5512 MT2OH= 458 II 8-9-5 14-5-8 22-3-0 28-0-0 33-9-0 I 108 I 6-3-13 5-8-3 6-9-0 5-9-0 5-9-0 Plate Offsets(X,Y): [2:0-4-8,0-1-81,[6:0-1-12,0-1-81,19:0-1-12,0-1-121,[12:0-2-0,0-1-81,[13:0-5-12,0-4-01,[14:0-5-0,0-2-01,[15:0-0-12,0-2-01,[17:0-5-4,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.78 Vert(LL) -0.18 14-16 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.58 Vert(TL) -0.41 14-16 >975 180 MT2OH 165/146 BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(TL) 0.16 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:231 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins, except BOT CHORD 2 x 4 DF No.1&Btr G*Except* end verticals. 2-17:2 X 6 DF 2400F 2.0E,10-15:2 X 6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-8-11 oc bracing. WEBS 2 x 4 DF Std G*Except* WEBS 1 Row at midpt 6-13,8-12 7-13:2 x 4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1588/0-5-8 (min.0-1-8),11=1560/Mechanical Max Horz2=310(LC 5) Max Uplift2=-311(LC 5),11=-215(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4490/865,3-4=-2825/459,4-5=2110/345,5-6=-1936/368,6-7=-1326/283, 7-8=-1299/304,8-9=-1075/187,9-11=-1517/244 BOT CHORD 2-17=-1030/3968,16-17=-986/3737,15-16=-572/2479,14-15=-571/2449, 14-19=-364/1807,13-19=-365/1804,13-20=-128/926,12-20=-130/923 WEBS 3-16=-1271/418,4-16=0/381,4-14=-792/244,6-14=-57/707,6-13=-1100/328, 7-13=-137/763,8-13=-30/343,8-12=-724/206,9-12=-183/1307,3-17=-150/895 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)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S will fit between the bottom chord and any other members,with BCDL=10.0psf. Q.ED P R OpF 6)A plate rating reduction of 20%has been applied for the green lumber members. `CO- GINE 6> 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity 1 * of bearing surface. P l • 83• 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced , / ,2standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard -7 REG•' •v 4, 4R 4 SOON Digital Signature EXPIRATION DATE:12-31-12 August 17,2011 t • A WARNING-Verify design parameters and READ NOTES ON TRIS AND INCLUDED Kalil REFERENCE PAGE MII.7493 rev.10-'08 BEFORE USE Design valid for use only with MuTek 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 eka erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowan xx.+xwscww.� 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-3154 Silverwood B R33519598 J1104539 CO1 GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:06 2011 Page 1 ID:pN021 MP6Ku_f6BKwHL9TJIziwG4-1 BNJwIRUU3HQ1?eaPGKWmTbn2?jR4QJ?jgPEU3yn_5V 1-0-0I 15-0-0 I 22-5-12 30-0-0 1-0-9 -0-0 15-0-0 7-5-12 7-6-4 -0-0 4x4= Scale-1 77.6 9 2za II 2x4 II 8 2z4 2. 7 80012 2x4 II _ 10,.•:12x4 II e 10 2x4 II 3xfi 5 2x4 II 4 27 2x4 II - 2x4 I 3 2 I. - .. 2x4 5x8= 12 1,8= 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 356 22 21 20 19 18 17 16 15 4.00 12 5x8= 1 15-5-0 l 22-5-12 I 30-0-0 I 15-5-0 7-0-12 7-6-4 Plate Offsets(X,Y): (2:0-3-9,0-1-8),(11:0-2-12,0-1-81,(12:0-0-13,Edge),(15:0-3-4,0-2-81,(27:0-1-4,0-1-0) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.50 Vert(LL) -0.13 14-15 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.43 Vert(TL) -0.38 14-15 >448 180 BCLL 0.0 * Rep Stress Incr YES WB 0.30 Horz(TL) 0.03 12 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:189 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*Except* 10-0-0 oc bracing:15-16,14-15,12-14. 11-16:2 X 6 DF No.2 G WEBS 1 Row at midpt 9-16,8-17,11-16 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 15-5-0 except(jt=length)12=0-5-8. (Ib)- Max Horz2=292(LC 4) Max Uplift All uplift 100 lb or less at joint(s)15,16,17,18,19,20,21,22 except 2=-160(LC 10), _ 12=-167(LC 6) Max Gray All reactions 250 lb or less at joint(s)2,15,17,18,19,20,21,22 except 12=488(LC 1),16=1166(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-248/439,3-4=-166/410,4-5=-110/419,5-6=-47/417,6-7=0/416,7-8=0/423, 8-9=0/399,9-10=0/456,10-11=0/341,11-12=-575/107 BOT CHORD 2-22=-321/257,21-22=-321/257,20-21=-321/257,19-20=-321/257,18-19=-321/257, 17-18=-321/257,16-17=-321/257,15-16=0/362,14-15=0/400,12-14=0/415 WEBS 9-16=-632/0,11-14=0/405,16-27=-842/264,11-27=-759/200 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.11;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. ,{�d PR opts 4)Gable studs spaced at 2-0-0 oc. % G)NE, -. Sip 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \ i. 6)*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 -)7 will fit between the bottom chord and any other members. i 8364•PE t' 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify / / capacity of bearing surface. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. -VA, ORE • iz!s. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 0-i(4,q. \CI LOAD CASE(S) Standard O SOON Digital Signature EXPIRATION DATE: 12-31-12 August 17,2011 • I A WARNING--Verify design parameters and READ NOTES ON THIS AM)INCLUDED MIRK REFERENCE PAGE ASII-7473 rev.1O-'08 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 Mi ek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding eu=ee xwrowx- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7911 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-3154 Silverwood B R33519599 J1104539 CO2 Special Truss 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:07 2011 Page 1 ID:pN021MP6Ku f6BKwHL9TJIziwG4-VNxi85S6FNPHf9Dnzzrllh8u4P?Jpks9yU8n0Vyn_5U - 1-0-9 7-6-0 I 15-0-0 22-6-0 I 30-0-0 I - -0-0 7-6-0 7-6-0 7-6-0 7-6-0 4x4= Scale=1.75.3 4 e.00 12 3x4 i 4.6 3 5 1 liiii .... 0.0. 11 5x12= 2 Aill •_ 148= 9 8 3x10 234 II 5x12 MT2OH= 4.00 72 I 7-6-0 I 15-5-0 I 22-5-12 I 30-0-0 7-6-0 7-11-0 7-0-12 7-6-4 Plate Offsets(X,Y): [2:0-6-3,0-0-61,[3:0-1-12,0-1-8),[5:0-1-12,0-2-0),[6:0-1-5,0-0-0),[7:0-6-0,0-3-0) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.74 Vert(LL) -0.20 7 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.64 Vert(TL) -0.66 7-8 >534 180 MT2OH 165/146 BCLL 0.0 * Rep Stress Ina YES WB 0.85 Horz(TL) 0.31 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:139 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No,1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 WEBS 1 Row at midpt 3-8,5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. - REACTIONS (lb/size) 6=1239/0-5-8 (min.0-1-8),2=1321/0-5-8 (min.0-1-8) Max Horz2=300(LC 4) Max Uplift6=-199(LC 6),2=-256(LC 5) _ FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1873/286,3-4=-1235/296,4-5=-1275/298,5-6=-3332/471 BOT CHORD 2-9=-249/1447,8-9=-249/1447,7-8=-313/2836,6-7=-320/2823 WEBS 3-9=0/369,3-8=-666/276,4-8=-166/836,5-8=-2144/458,5-7=-121/1932 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)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. c 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced ., P R OFF. standard ANSI/TPI 1. NGINE�c (St,. c) ,_ 9)"Fix heels only Member end fixity model was used in the analysis and design of this truss. '� LOAD CASE(S) Standard CC' 83.,OPE 9r ii Or .01 . 0 CigR 22T\i.1O '700 SOON i Digital Signature I EXPIRATION DATE:12-31-12 August 17,2011 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED NTTEK REFERENCE PAGE 14I1.7473 rev.10.V8 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 eka erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rows a rswrowx- 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-3154 Silverwood B R33519600 J1104539 CO3 Special Truss 5 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:08 2011 Page 1 ID:pNO21MP6Ku_f6BKwHL9TJIziwG4-zaV4LRTkOhX8GJozXhM ruh3ppMhYBDlB8uKYxyn_5T -i-0-0 I I I 7-6-0 15-0-0 22-6-0 29-10-8 - .. 4-0-0 7-6-0 7-6-0 7-6-0 7-4-8 414= Scale=1:75.3 4 LNssssr 8.00 72 3x4 i 4x6 3 5 'I = 5 q tea.:,..:__._ ... All 1,..,.....,., yy 5x10 2 8 3x6= 9 2x4 II 6x8= 400.1 4x8 2 I 7-6-0 l 15-5-0 I 22-5-12 I 29-10-8 l 7-6-0 7-11-0 7-0-12 7-4-12 Plate Offsets(X,Y): 12:0-6-3,0-0-6),13:0-1-12,0-1-81,(5:0-1-12,0-2-01,16:0-1-3,0-0-151,17:0-5-0,0-3-01,f8:0-5-0,Edgel 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) -0.19 7 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.64 Vert(TL) -0.66 7-8 >537 180 BCLL 0.0 * Rep Stress lncr YES WB 0.85 Horz(TL) 0.30 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:139 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 WEBS 1 Row at midpt 3-8,5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. - REACTIONS (lb/size) 6=1236/0-4-0 (min.0-1-8),2=1318/0-5-8 (min.0-1-8) Max Horz2=300(LC 4) Max Uplift6=-198(LC 6),2=-255(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1868/286,3-4=-1230/295,4-5=-1270/297,5-6=-3309/467 BOT CHORD 2-9=-249/1443,8-9=249/1443,7-8=-311/2812,6-7=-318/2798 WEBS 3-9=0/369,3-8=-666/276,4-8=-165/830,5-8=-2121/455,5-7=-120/1916 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. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. city) P R hh/' 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. \c s r")NE,- CP LOAD CASE(S) Standard :3640P 9T' ..... " Jo .v ilii -9 OREGO 04y�&gRY 2 , SOON Digital Signature EXPIRATION DATE:12-31-12 August 17,2011 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED EATER REFERENCE PAGE MII-7473 rep.10-'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 Elle erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowse mKxrow.a` fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-B9 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 1 Job Truss Truss Type Qty Ply Mission Homes-3154 Silverwood B R33519601 J1104539 C04 DBL.HOWE 1 3 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:10 2011 Page 1 ID:pN021MP6Ku f6BKwHL9TJIziwG4-wydgm7U_YlnsWcyMe60SwJmRwd2808MbeSNRdgyn_5R 1-0-9 4-0-6 1 8-0-12 1 12-4-10 1 15-0-0 1 17-7-6 1 21-11-4 I 25-11-10 1 2s-10-8 1 - 1-0-0 4-0-6 4-0-6 4-3-14 2-7-6 2-7-6 4-3-14 4-0-6 3-10-14 306= Scale=1:82.0 - 6 a 4x10 -; x10 5 .4444,::10 7 3 12 8.00 3xfi% 3x6 d 4 5 d 3xfi‹, 3x8 9 ulimmui ll omiliBmRAImgitlmmlllrl!tIllmmliimm i, )d Al MI ��' ` 18 19 20 21 14 22 23 24 25 '-' 4512., 17 16 15 13 12 11 5014 3x6 II 6x8= HU526 6x8=HUS26 5x12 MT20H= HU526 6x6= HUS26 3x6 II HU526 HGUS26 HUS26 HUS26 808= 00525 HUS26 HUS26 1 4-0-6 I 84-0--0-612 1 124-104-3-14 1 15-02-7--60 172-7-6-7-6 1 21-11-4 1 25-11-10 1 29-10-8 I 4-0-6 4-3-14 4-0-6 3-10-14 Plate Offsets(X,Y): [2:0-2-12,0-2-0],[3:0-2-12,0-1-8],[4:0-2-0,0-1-8],[5:0-3-8,0-1-12],[6:0-3-0,Edge],[7:0-5-0,0-2-0],[8:0-1-8,0-1-8],[9:0-2-12,0-1-8],[10:Edge,0-2-7],[11:0-4-0 ,0-1-8],[12:0-2-8,0-4-41,[13:0-3-8,0-4-12],[15:0-4-0,0-4-81,[16:0-2-4,0-4-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.21 13-15 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.54 Vert(TL) -0.44 13-15 >797 180 MT2OH 165/146 BCLL 0.0 * Rep Stress Incr NO WB 0.68 Horz(TL) 0.13 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:620 lb FT=10% 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 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* 7-13,5-15:2 x 4 DF No.1&Btr G WEDGE - Left:2 X 4 SYP No.3,Right:2 X 6 SYP No.2 REACTIONS (Ib/size) 10=12226/0-4-0 (req.0-4-1),2=9688/0-5-8 (min.0-3-3) Max Horz2=299(LC 4) Max Upliftl0=-2044(LC 6),2=-2057(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=16255/3378,3-4=-16411/3461,4-5=-13758/2837,7-8=-13694/2646, 8-9=-16742/3019,9-10=-19455/3320 BOT CHORD 2-17=-2826/13279,16-17=-2826/13279,16-18=-2838/13615,18-19=-2838/13615, 15-19=-2838/13615,15-20=-2016/11349,20-21=-2016/11349,14-21=-2016/11349, 13-14=-2016/11349,13-22=-2378/13893,22-23=-2378/13893,12-23=-2378/13893, 12-24=-2651/15835,11-24=-2651/15835,11-25=-2651/15835,10-25=-2651/15835 WEBS 7-15=-450/265,7-13=-1135/7165,8-13=-4081/669,8-12=-597/4592,9-12=-2340/355, 9-11=-330/3003,5-7=-11300/2420,5-15=-1479/7298,4-15=-3543/1005, 4-16=-1001/3969,3-16=-207/548,3-17=-254/104 NOTES 1)Special connection required to distribute bottom chord loads equally between all plies. 2)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: � �� P R AFF Top chords connected as follows:2 x 4-1 row at 0-7-0 oc. Bottom chords connected as follows:2 X 6-3 rows at 0-4-0 oc. Ss Webs connected as follows:2 x 4-1 row at 0-9-0 oc. NG[N ER /0�. 3)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. pi :,0 OPE f 4)Unbalanced roof live loads have been considered for this design. 5)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 - _ Al 6)All plates are MT20 plates unless otherwise indicated. c. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '$AL GREG• 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 44 RY 2� will fit between the bottom chord and any other members,with BCDL=10.Opsf. •</ 9)A plate rating reduction of 20%has been applied for the green lumber members. 0N 10)WARNING:Required bearing size at joint(s)10 greater than input bearing size. SAO 11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and Digital Signature Con Øard ANSI/WI 1. ( EXPIRATION DATE: 12-31-12 August 17,2011 6 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER'REFERENCE PAGE RII1-7473 rev.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 p is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ,y(iTe C erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowce-- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPl1 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 4 Job Truss Truss Type Qty Ply Mission Homes-3154 Silverwood B R33519601 J1104539 C04 DBL.HOWE 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:10 2011 Page 2 ID:pNO21 MP6Ku_f6BKwHL9TJIziwG4-wydgm7U_YlnsWcyMe6OSwJmRwd2e08MbeSNRdgyn_5R NOTES 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Use Simpson Strong-Tie HGUS26(20-16d Girder,8-16d Truss)or equivalent at 8-1-9 from the left end to connect truss(es)AO1A(1 ply 2 X 6 DF) to back face of bottom chord. - 14)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 4-0-0 oc max.starting at 10-0-12 from the left end to 27-11-4 to connect truss(es)A02A(1 ply 2 x 4 DF),A02A(1 ply 2 X 6 DF),AO2A(1 ply 2 x 4 DF) to back face of bottom chord. 15)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent at 14-0-12 from the left end to connect truss(es)AO4A(1 ply 2 X 6 DF) to back face of bottom chord. 16)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 Uniform Loads(pif) Vert:1-6=-64,6-10=-64,2-21=-20,13-21=-60,10-13=-20 Concentrated Loads(Ib) Vert:14=-1462(B)12=-1540(B)11=-1584(B)16=-3402(B)18=-1617(B)19=-1619(B)20=-1860(B)22=-1540(B)23=-1540(B)24=-1502(B)25=-1584(B) A WARNING-Verify design parameters and READ NOTES ON TRIS AND INCLUDED NITER'REFERENCE PAGE 7411-7473 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 eA is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 1�i Qr n erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding emcee rsnsasx.- 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-3154 Silverwood B R33519602 J1104539 D01 GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:12 2011 Page 1 ID:pN021 M P6Ku_f6BKwHL9TJ IziwG4-sLkbBpWF4v1 Zlw5kmXRw?krl_QI?U8Ru5msYhiyn_5P i-0-0 7-6-4 15-0-8 16-0 8 - 1-0-0 I 7-6-4 7-6-4 1-0-0 I 4x4= Scale=1.39.7 3 r' 2.4 II il % 2.4 II 8.00 12 J V 2x4 it 2440 I ice; s Y 5x6= lil:2x4 11 2x411 111 iT1 2 2x4 II 2.4 II 4 I, ►� 4w, ►� m= 3x6 7-6-4 15-0-8 1 7-6-4 7-6-4 Plate Offsets(X,Y): f2:0-0-13,Edge),(4:0-0-13,Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.73 Vert(LL) -0.12 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.40 2-6 >435 180 BCLL 0.0 * Rep Stress Incr YES WB 0.32 Horz(TL) 0.09 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:61 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-5-15 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 (lb/size) 2=691/0-5-8 (min.0-1-8),4=691/0-5-8 (min.0-1-8) Max Horz2=150(LC 4) Max Uplift2=-155(LC 5),4=-155(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1138/74,3-4=-1138/104 BOT CHORD 2-6=-5/877,4-6=-3/877 WEBS 3-6=0/723 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)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.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. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ,t) PR 0pf'5 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced raj N� S> standard ANSI/TPI 1. e N FR p, 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,OPE E -Ya. Of ice• LOAD CASE(S) Standard / '_ It yyOREG•' o ch%LgRY 2 - _ O SOON Digital Signature EXPIRATION DATE: 12-31-12 August 17,2011 4 I A WARNING—Verify design parameters and READ NOTES ON THIS AND INCLUDED MITRE REFERENCE PAGE MII-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 MI erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regardingrsprowx.- 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-3154 Silverwood B R33519603 J1104539 D02 Scissor Truss 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:13 2011 Page 1 ID:pN021 MP6Ku_f6BKwHL9TJIziwG4-KXIz09XtrD9QN4gxJEy9YyOwkg5EDbh1 KQb5E9yn_50 -1-0-0 I 7-6-4 15-0-8 16-0-8 1-0-0 7-6-4 7-6-4 1-0-0 4x4= Scale=1:39.7 3 ES 8.99 12 17. tol 5x8= 2 4 4.00 12 411, 5 1,6 3x8 7-6-4 I 15-0-8 7-6-4 7-6.4 Plate Offsets(X,Y): (2:0-0-13,Edae1,14:0-0-13,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 0.73 Vert(LL) -0.12 4-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.40 4-6 >435 180 BCLL 0.0 * Rep Stress Incr YES WB 0.32 Horz(TL) 0.09 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:53 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-5-15 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=691/0-5-8 (min.0-1-8),4=691/0-5-8 (min.0-1-8) Max Horz2=150(LC 4) Max Uplift2=-155(LC 5),4=-155(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1138/74,3-4=-1138/104 BOT CHORD 2-6=-5/877,4-6=-3/877 WEBS 3-6=0/723 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standardFixeonly"Member � p PRope, 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard \5 ✓ G�NEFR /O� �7 83• •P -sem 11 401, y4,OREGG�1 061-) 4F4 i1G -NC\C? O SOON Digital Signature EXPIRATION DATE: 12-31-12 August 17,2011 4 , A WARMNG-Verify design parameters and READ NOTES ON 77118 AM)INCLUDED NI EKREFERENCE PAGE 17!1.7473 rev,10-'08 BEFORE USE, ll a 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 ka� is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mliit erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding r e*en a..srronre- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII 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 Mission Homes-3154 Silverwood B R33519604 J1104539 E01 GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:14 2011 Page 1 ID:pN021MP6Ku_f6BKwHL9TJIziwG4-oksLcUXVcXHH EF7txT049xBgEW3y5LBZ4Lfmbyn_5N -1-0-0 5-4-12 I 10-9-8 i1-9-8 .. 1-0-0 5-4-12 5-4-12 1-0-0 4x4= Scale=1.30.0 3 - 2. II Ili 2x4 II 800 12 - rti Y hllihhh„ 4 $1 2 M. Y Y Y ` 5 1 =, 2x4 11 8 2x4 II =; 32x4 I I x6= 3x6= I 5-4-12 I 10-9-8 I 5-4-12 5-4-12 Plate Offsets(X,Y): (2:0-3-9,0-1-81,(4:0-3-9,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.26 Vert(LL) -0.02 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.19 Vert(TL) -0.05 2-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:46 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 (lb/size) 2=513/0-5-8 (min.0-1-8),4=513/0-5-8 (min.0-1-8) Max Horz2=107(LC 4) Max Uplift2=-127(LC 5),4=-127(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-504/75,3-4=-504/75 BOT CHORD 2-6=0/322,4-6=0/322 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.11;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 standard only"M I I. p P R O es 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. � F LOAD CASE(S) Standard G)NFF,4 S�p� i.lifitg ,e...,PE 9t'�i Pi (=:7,,_OREGON14:40 y0 qRY 1 O SOON _ Digital Signature EXPIRATION DATE:12-31-12 J August 17,2011 AWARNING•Vert design t }y gn parrsmders and READ MOTES ON TRIS AND INCLUDED II7fTEKRF.PBRRNCSPEGE PIII749'a ren.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 le a erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ensue rswroex fabrication,quality control,storage.delivery,erection and bracing.consult ANSI/TPII Qualify Criferia,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 Oty Ply Mission Homes-3154 Silverwood B R33519605 J1104539 E02 GABLE 3 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:14 2011 Page 1 I D:pN021 M P6Ku_f6BKwHL9TJ IziwG4oksLcUXVcXHH_EF7txT049xBoEW9y5YBZ4Lfmbyn_5N 4-5-4 9-10-0 10-10-0 4-5-4 5-4-12 1-0-0 4x4= Scale=1:30.0 3 Il • r1 8.00 12 4x4 2 1 i, �khill116.„ 4 5I zx4 II ►, 300 II 3x4 4-5-4 9-10-0 4-5-4 5-4-12 Plate Offsets(X,Y): (1:0-3-8,Edge),(4:0-1-15,0-1-8) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.26 Vert(LL) -0.02 4-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.18 Vert(TL) -0.06 4-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:41 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 SLIDER Left 2 X 6 DF No.2-G 2-5-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=398/Mechanical,4=487/0-5-8 (min.0-1-8) Max Harz 1=-116(LC 3) Max Upliftl=-60(LC 5),4=-125(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-468/72,2-3=-338/79,3-4=-453/78 BOT CHORD 1-6=0/281,4-6=0/281 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)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 standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard <(-��d PR Ope GIN4- 83.0 'P -7_ 9� OREG• • „,'T C�,. 04 R \-‘C? (DO ‘.‘ Digital Signature EXPIRATION DATE:12-31-12 August 17,2011 � t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIME REFERENCE PAGE Mf!-7473 rtes.1O-'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 responsibillity of the M] e a erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding emn a ers owx.- 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-3154 Silverwood B R33519606 J1104539 HRF RAFTER TRUSS 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:15 2011 Page 1 ID:pN021MP6Ku_f6BKwHL9TJIziwG4-GwQjpgY7NgP8cOgJRf ddNTNKetbhZlKoj4Cllyn_5M -1-9-0 2-8-7 4-1-7 1-9-0 I 2-8-7 I 1-5-0 Scala=1:23.0 4 Special ►' I� 254 II 7 5.88 72 3 r • 1 2 ■ 3x4= 5 fi 5 2x4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.21 Vert(LL) -0.02 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.04 Vert(TL) -0.05 2 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.03 Horz(TL) -0.02 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:14 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-8-7 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 No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=145/Mechanical,4=-28/Mechanical,6=320/0-5-8 (min.0-1-8) Max Horz6=103(LC 5) Max Upliftl=-17(LC 5),4=-28(LC 1),6=-82(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-6=-290/100 NOTES 1)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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)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. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1 lb down and 21 lb up at 2-9-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1))R gular:Lumberinc ease=1.15,Plate Increase=1.15 �� G(NE PROp�`.VcS' Uniform Loads(plf) N F9 Vert:1-2=-86,2-4=-64,2-5=-20 �9P� Concentrated Loads(Ib) 3640P Vert:7=21(B) 9 OREGO, G� oGq RY O • soo , Digital Signature EXPIRATION DATE: 12-31-12 August 17,2011 A WARNING•Verify design primmer-ens and READ NOTES ON TRIS AND INCLUDED MREKREFERENCE PAGE ARI-7473 rev.10-'OS 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 aTek; erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rnwcv ro vYwvowae- 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 1 1 Job Truss Truss Type Qty Ply Mission Homes-3154 Silverwood B R33519607 J1104539 JA11 Jack-Open Truss 4 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:16 2011 Page 1 ID:pNO21 MP6Ku_f6BKwHL9TJ IziwG4-k6_50AZI88X?EXPV?M VsAaOTU 16_000TONgIgTyn_5L '11-0-0 8-0-0 16-5-10 1-0-0 8-0-0 B-5-10 Scale=1:74.1 6 ENGINEERING APPLICABLE FO TRUSSES WITH SHORTER SPAN. 3x6 4 Q 3 q 800 12 2 I 7-jissimtN 3x4- 7 8-0-0 8-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.57 Vert(LL) -0.16 2-7 >571 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-7 >190 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:40 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-5-8 except(jt=length)7=Mechanical,6=Mechanical,3=0-3-2,4=0-1-8. (Ib)- Max Horz2=452(LC 5) Max Uplift All uplift 100 lb or less at joint(s)except 6=-124(LC 5),3=-331(LC 5),4=-155(LC 5) Max Gray All reactions 250 lb or less at joint(s)7,6,4 except 2=368(LC 1),3=436(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-414/167 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 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. PR OFFS LOAD CASE(S) Standard ��CGINEFR �'/0 :3640P vt— y OREGO, �y. -vi, y `L•.C? SOON Digital Signature EXPIRATION DATE:12-31-12 August 17,2011 A WARNING•Verify design parameters and READ NOTES ON THIS ANI)INCLUDED MITER REFERENCE PAGE NU-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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowsn xe rvcrtsawn� 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-3154 Silverwood B R33519608 J1104539 JF01 Jack-Open Truss 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:16 2011 Page 1 ID:pN021 M P6Ku_f6BKwHL9TJ IziwG4-k6_50AZI88X?EXPV?M VsAaOaN 15RQ0nTONglgTyn_5L ' I -1-0-0 I 1-11-11 I 2-11-8 I 1-0-0 1-11-11 0-11-13 Scale=1.14.9 Special 2x4 II 3 8.00 12 2 ' ■ 1 3x4= „ 7LUS24 5 2x4 II 5 1-0-0 2-11-8 1-0-0 1-11-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.07 Vert(LL) 0.00 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.52 Vert(TL) 0.01 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:10 lb FT=10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD 2 x 4 DF Std 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 (lb/size) 5=-61/Mechanical,6=350/0-5-8 (min.0-1-8) Max Horz6=82(LC 5) Max Uplift5=-61(LC 1),6=-164(LC 5) Max Grav5=44(LC 5),6=350(LC 1) 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.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 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. 8)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect truss(es)SF01(1 ply 2 x 4 DF) to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)43 lb down and 29 lb up at e PR rs 1-11-11 on top chord. The design/selection of such connection device(s)is the responsibility of others. G 11)in the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). %' G)N4. s4, LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 4:3640P9r Uniform Loads(plf) Vert:1-4=-64,2-5=-20 Concentrated Loads(Ib) Vert:4=-43(B)7=1(B) y2OREGOe O� 0 LgRY 2 C? OOSOON . Digital Signature EXPIRATION DATE:12-31-12 August 17,2011 A WARNING•Verify design parameters mrd READ NOTES ON TRIS AND INCLUDED MfTEKREFERENCE PAGE M1I.7473 rev.I0••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 paramenfers and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Mission Homes-3154 Silverwood B R33519609 J1104539 JF02 Jack-Open Truss 3 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:17 2011 Page 1 I D:pN021 MP6Ku_f6BKwHL9TJ IziwG4-CJYUE WaNvSfsrh_iY405inZIC RU79T5dF 1 ZJNwyn_5K • -1-0-0 I 2-11-8 1-0-0 2-11-8 scale=1:19.1 4 800 294 11 3 2 IF.� J 1 3x4= ,/ 294 IIB 5 1- 1-0-00-0 0-2-1(2-11j 2-11-8 1-8-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.13 Vert(LL) 0.00 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.36 Vert(TL) 0.00 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) -0.02 4 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 2-11-8 oc purlins. BOT CHORD 2 x 4 DF Std 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 (lb/size) 4=-1/Mechanical,5=-35/Mechanical,6=343/0-5-8 (min.0-1-8) Max Horz6=108(LC 5) Max Uplift4=-24(LC 6),5=-35(LC 1),6=-133(LC 5) Max Grav4=16(LC 3),5=28(LC 5),6=343(LC 1) 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.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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)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 standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard NGIN4-9 7OPE r OF II OREG• C� LARY 2 �OOSOC)N � Digital Signature EXPIRATION DATE:12-31-12 August 17,2011 1 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCWDED MfTHKREFERENCE PAGE MD•7473 rea,10-'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 responsibillity of the MiTeka erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Mission Homes-3154 Silverwood B R33519610 J1104539 SA03 Jack-Open Truss 3 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129 7.250 s May 11 2011 MiTek Industries,Inc. Wed Aug 17 07:50:17 2011 Page 1 I D:pN021 M P6Ku_f6BKwHL9TJ IziwG4-CJYU E WaNvSfsrh_iY405inZaaRYX9TfdF1 ZJ Nwyn_5K -11,4:00 1-0-0 2-0-0 I 7-11-8 l 1-0-0 2-0-0 5-11-8 Scale:3le"=1' ENGINEERI G APPLICABLE FOR TRUSSES WITH SHORTER SPAN. 3 800 i2 2 344= 4 2-0-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.81 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) 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 2-0-0 oc purlins. BOT CHORD 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 (Ib/size) 3=243/Mechanical,2=367/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz2=185(LC 5) Max Uplift3=-149(LC 5),2=-135(LC 5) Max Grav3=243(LC 1),2=367(LC 1),4=39(LC 2) 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.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 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)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 standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard <(" ED PROpe GINE 83. 4,:PE 1t- OREG• 0yl0AR O SOONO Digital Signature EXPIRATION DATE: 12-31-12 August 17,2011 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MIEKREFERENCE PAGE MU-7473 rev.10-'OS BEFORE VSE. 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 ekT 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/IPI1 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 1/4Center 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 MIKDimensions are in ft-in-sixteenths. I I (Drawings not to scale) 11� and fApply pullylatesembed to both Sidesteeth. of truss 1. Additional stability bracing for truss system,e.g. diagonal or X-bracing,is always required. See BCSI. Q-1/16" 2.2. 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 _ bracing should be considered. IIIIM 4 3. Never exceed tdesign loadng sown and never p stack materials onhe inadequately braced htrusses. o 11211S O 4. Provide copies iof this truss designito the building For 4 x 2 orientation,locate = O designererection supervisor,property owner and 111.12651.11L\441 plates 0-1 Ad' from outside °a! J ail otherinterested parties. edge of truss. 17 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 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. 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 P 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, or less,if no ceiling is installed,unless otherwise noted. BEARING ..e.-- Indicates Connections not shown are the responsibility of others. ///��� Indicates location where bearings \ (supports) occur. Icons vary but c 16.Do not cut or alter truss member or plate without prior vlreaction section indicates joint O 2006 MiTekO All Rights Reserved approval of an engineer. ® ( number where bearings occur. �� 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 Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. MiTek jill and pictures)before use.Review ng 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 .. I F „