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Plans (69) /(45T.La/C -0GIg7 R „ / . 733 SGS 17y7)-7 APR 4 ITY OF fIGARD MiTek6 DIVI ' t MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-118 UP Fax 916/676-1909 3A The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R41832568 thru R41832579 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. <�itD PR Opk- ‘ACxIIU4-. 619 .0, 144 1, 87 2PE r To, .OREGON tid Vit? MBER 1\ 4a fps A. HE EXPIRES:06/30/2015 April 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. NM MN 101. MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL 14-1 1 8_UP Fax 916/676-1909 3A The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R41832568 thru R41832579 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. ot ONIo 14,,p' 09�p WAS '�Nwo \ ., " "tcc rit ,,,(,) t) , 1, vs , , 4- 1;i L4 'fi A.,49639 r4, 94, `4rGismikvy ,6',,s. • .o. `9 ONAL ,' April 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply 3A R41832568 PL14-118_UP F01 Floor 17 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:41 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv-GgIZQgaDiPrlBu5g6D6ZM2KUbwgZCHJ3PsbwCO2OQSK I 2-6-0I ai Q 2 11 1-2-0 10- 1-2 Scale=1:32.8 1.5x3 II 3x6= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 3x4= 1.5x3 I I 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 e a e e ° ° e _ e i7_ 17 16 15 14 13 12 g 3x4 = 3x8= 3x6= 1.5x3 II 1.5x3 II 34= 3x4= 12-6-2 I 11-4-2 L1 11.21 1 18-6-12 11-4-2 b-7-0 0-7-0 6-3-10 Plate Offsets(X,Y): 16:0-1-8,Edael,17:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.29 15 >767 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.46 15-16 >483 360 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:85 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=822/Mechanical,11=822/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 01ONiO ,r TOP CHORD 2-3=-2976/0,3-4=-2976/0,4-5=-3689/0,5-6=-3689/0,6-7=-3386/0,7-8=-2944/0,8-9=-2944/0 ip BOT CHORD 16-17=0/1772,15-16=0/3588,14-15=0/3386,13-14=0/3386,12-13=0/3386,11-12=0/17754 007 1 1 AS,& WEBS 2-17-1913/0,2-16=0/1299,4-16=-660/0,4-15=-57/292,5-15=-281/0,6-15=-62/602,9-11=-1916/0,9-12=0/1262, ',.t �- 7-12=-756/0 '� 10 Ca NOTES ix LV 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3 r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ''b4%39 ,$ 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails, Strongbacks to % .tOIST be attached to walls at their outer ends or restrained by other means. 43'10N'AL G LOAD CASE(S) Standard �ticOPROp 870 2PE yco /� N. SAT OREGO c),, 41 ds A. h EXPIRES:06/30/2015 April 22,2014 4 t ®mum.Vedlydesign parameters a44READ NGTES GNMIS AMIlf,CLI E0NIIEKREFEREN.EPAGE1711.7473res1j25/2214B AE&USE —_ Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the T e�= erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek. fabrication,quality control,storage,delivery,erection and bracing,consult ANSIJTPI1 Qualify Criteria,DSI-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern a ISPIrusesisopacified,the design a9crct ant them 44fecttve06/01/3013 byA SC Job Truss Truss Type Qty Ply 3A R41832569 PL14-118_UP F02 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:43 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv-C3QKgLcTE051QCF2Ee81RTPs6jRAgHTMt940GvzOQSI 1 2-60 I 1 1-4-4 11I -r: 1 2-0.0 I 1 2-5-8 11-2-0 11 2-0-8 I 1 1-4-4 1 Scale=1:41.3 1.5x3 II 1.5x3 I I 1.5x3 I I 34= 1.5x3 I I 3x6 FP= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 S • e � o e .� A e/ / A e / e e 8 N .f V7c 25 24 23 22 21 20 19 18 17 16 15 3x6 FP= 1.5x3 I I 3x5=3x6= 1.5x3 II 3x8= 3x6= 1.5x3 II 7-10-12 14-9-8 I 6-8-12 7((3-121 1 10-11-0 I 13-7-8 114-2-81 1 19-7-0 23-8-4 I 6-8-12 0-7-0 3-0-4 2-8-8 6-7-0 4-9-8 4-1-4 0-7-0 0-7-0 Plate Offsets(X,Y): 14:0-1-8,Edge1,15:0-1-8,Edael.(8:0-1-8,Edgel,117:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (roc) 1/deft Ltd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.06 22-24 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.10 24-25 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 16 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:109 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 0-5-8 except(jt=length)15=Mechanical,25=0-4-4. (lb)- Max Uplift All uplift 100 lb or less at joint(s)15 Max Gray All reactions 250 lb or less at joint(s)15 except 25=449(LC 14),19=877(LC 3),16=745(LC 14) � � FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. X47 ��WAS TOP CHORD 2-3=-1159/0,3-4=-1159/0,4-5=-892/0,7-8=0/400,8-9=-423/83,9-10=-423/83, C, �4, 414 6 ` "r'P 10-11=0/603,11-12=0/603,12-13=0/597 BOT CHORD 24-25=0/863,23-24=0/892,22-23=0/892,21-22=0/892,20-21=0/892,19-20=-400/0, ti`" �'1 s 18-19=-83/423,17-18=-83/423,16-17=93/268,15-16=-304/44 WEBS 7-19=-590/0,2-25=-932/0,2-24=0/319,4-24=0/403,5-20=-964/0,8-19=-694/0, .-\ 10-16=-802/0,13-15=-47/329,13-16=-475/0,7-20=0/586 far NOTES rd1O 4)49639 4 1)Unbalanced floor live loads have been considered for this design. l 1G 2)All plates are 3x4 MT20 unless otherwise indicated. SIGNAL 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. c� 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to opC ROre s be attached to walls at their outer ends or restrained by other means. '< s 7)CAUTION,Do not erect truss backwards. �to �G, GINEk- `b LOAD CASE(S) Standard 870. 2PE r- toSyA T OREGO q,AO �� 4C 8E11 � EXPIRES:06/30/2015 April 22,2014 t t ®mum-Vedf y deign paamersrs and READ MTESONWEAM 1M21/1EINETERREFERENCE PAGE ter 7473Mg,1/Z4/2f11$DR,OR£USEt '� Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for literal support of individual web members only.Additional temporary bracing to irrsurestabilityduring construction is the responsibillity of the • s -���* 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 Quaitly Criteria,D58-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ttSnuttsem PrnelSP)lenetext is specified,flsedesign values ars these effective /111/2023 b}A1:SC Job Truss Truss Type Qty Ply 3A R41832570 PL14-118_UP F03 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 Mitek Industries,Inc.Mon Apr 21 15:40:44 2014 Page 1 ID:SygD?CTgSFZSjSNcStttfDzR3Xv gF_i2hd5?KDc2LgFoLfG_hy2t7sbPluV5pgapLzOQSH 1 2-5-4 1 1 1-2-0 1 1 2-0-8 I 2-6-0 1 1 1-4-4 I Scale=1:22.2 1.5x3 I I 3x4= 1.5x3 II 3x4= 3x4 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 e b 06 b IIIIIIIIIIIIIIIIIIIIII N I — '11/11111'— N IIIIIIIIIIIIIIIIIIIIIIIIIIIIII — b b �P ' 0 e 1 Z 11 10 8 3x4= 1.5x3 I I 3x4= 3x8 = 3x4= 3-11-12 I 2-8-4 1 3 x 4 1 3-10-4 8-7-12 sBu�ss 12-9-0 I 2-8-4 a7-0 07-0 all-� 48-0 0-'1-h 3-11.12 Plate Offsets(X,Y): f2:0-1-8,Edoel,f10:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.05 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:58 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:8-9. REACTIONS (lb/size) 12=317/0-2-8 (min.0-1-8),8=55/Mechanical,9=738/0-5-8 (min.0-1-8) Max Uplift8=-66(LC 3) Max Gray 12=321(LC 3),8=143(LC 7),9=753(LC 8) o' ONTO 44, FORCES (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. OOCP�Oi W 5 . TOP CHORD 2-3=-565/0,3-4=-565/0,4-5=0/538,5-6=0/533 BOT CHORD 11-12=0/565,10-11=0/565,9-10=0/370 ' Y 1c+ ^ , WEBS 2-12=-610/0,4-9=-841/0,6-8=-123/255,6-9=-444/0 •, ' ' •: 0 1 , tt NOTES 1)Unbalanced floor live loads have been considered for this design. 1' 2)Refer to girder(s)for truss to truss connections. a�0 .'4963 ' Provide mechanical connection(by others)of truss to bearing plate at joint(s)12: 4'GISTERVX .4Q 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3 (}NA�. O 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to VI be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard \�,< °P E ' 87022PE. S` -p to 1Ntv �'4j,OREG•N 43),./..y On cc'1BEA 4t.)'`s A. Her to... EXPIRES:06/30/2015 April 22,2014 r AIARN1tr2-Verity design parameters xxdREADNOTESONn/SAA MIMED Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for on individual building component. �� Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the � erector.Additional permanent bracing of the overall structure is the responsibility of the buildingtf - designer.For general guidance regarding tl -- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312, fi Alexandria,VA 22314. Citrus He' Id 5outh,ern.Pine(sp)tum is csiiest,tine yes are,Strese effective t6 isfauaa byAL&C ghts,CA,95610 Job Truss Truss Type Qty Ply 3A R41832571 PL14-118_UP F04 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:44 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv 9F_i2hd5?KDc2LgFoLfG_hy2f7r?PIoV5pgapLzOQSH 1-9-0 I I 1-6-12 I I 1-2-12 I I 1-6-0 I I 1-2-0 I I 2-7-4 I Scale=1:21.8 1.5x3 I I 3x4= 1.5x3 I I 3x6= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 3x4= 8 e • .i �Y� _ o NII- .W. N .. 0 15 14 • 12 11 10 9 3x4= 3x5= 3x4 II 3x5= 1.5x3 II 1.5x3 II 3x4= I 52-8 I 12-6-12 I 5-2-8 7-4-4 Plate Offsets(X,Y): 16:0-1-8,Edgel,f7:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.24 Vert(LL) -0.02 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) -0.03 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:60 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 13=608/0-5-8 (min.0-1-8),15=202/Mechanical,9=284/Mechanical Max Gray 13=621(LC 7),15=236(LC 8),9=291(LC 4) ,,zONTO.kt FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. + TOP CHORD 2-3=290/6,3-4=-290/6,6-7=-476/0 {} CO WAS `j`� BOT CHORD 1415=0/287,13-14=-286/18,12-13=-292/15,11-12=0/476,10-11=0/476,9-10=0/476 CJ ti G 7� WEBS 413=-606/0,2-15=-331/0,414=0/426,6-12=-302/0,412=0/447,7-9=-510/0 R I , NOTES / 1)Unbalanced floor live loads have been considered for this design. 4 T 2)Refer to girder(s)for truss to truss connections. 'r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,'P 4%39 4 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to Q •Gts �' be attached to walls at their outer ends or restrained by other means. s j 5)CAUTION,Do not erect truss backwards. 'ANAL LOAD CASE(S) Standard ,c,,,.90 PROron GINE v/ 87022PE s-- -7 SAT OREGO r2 5.1)0 FIBER .�'ti OSA. HSC; �� EXPIRES:06/30/2015 April 22,2014 4 t 0RNIM-yedtydes2rrparanlesursandREADP63TFSONTHISANDMEWED HHT€KRFFFAEMEPAGE ffff7473rcc129/2IM88 USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek,,!( is for lateral support of individual web members only.Additional temporary bracing insure stability during construction is the responsibillity of the IYI)l * erector.Additional permanent bracing of the overall structure is'the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify CrDeda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 if&atrthera Pin*OP)lumbae hRnec">£icd.the design:va[sues are Thum etFaCtilie 06901/2013 by DISC Job Truss Truss Type Qty Ply 3A R41832572 PL14-118_UP F05 FLOOR 4 1 Job Reference(pgtional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:45 2014 Page 1 ID:SygD?CTgSFZSjSNcSIttIDzR3Xv-8SY4F1 ejmdLTfVPRL2AVXuV9QX6v8AMfKTZ7LozOQSG I 2-3-12 I I 1-2-0 I I 1-0-0 I 2-6-0 Scale=1:21.9 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 • • e _z, _ < e e 12 11 10 9 8 354= 1.5x3 II 3x4= 3x6= 3x4= I 12-7-4 I 12-7-4 Plate Offsets(X,Y): 12:0-1-8,Edoel.(1 0:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.14 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.21 9-10 >707 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:56 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 12=549/Mechanical,8=549/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0rON10 }_ TOP CHORD 2-3=-1204/0,3-4=-1204/0,4-5=-1646/0,5-6=-1646/0 If BOT CHORD 11-12=0/1204,10-11=0/1204,9-10=0/1560,8-9=0/1109 & Od WAS 4 WEBS 3-10=0/263,2-12=-1310/0,6-8=-1198/0,6-9=0/579,4-10=-545/0 Cj li "YG, NOTES i iZ 'C) Ra, 01. 1)Unbalanced floor live loads have been considered for this design. / N 2)Refer to girder(s)for truss to truss connections. 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 49639 e. be attached to walls at their outer ends or restrained by other means. Q 5 **SISTER& LOAD CASE(S) Standard -...4..., ....., '3IONALVG 4 ,(j'LO P R op 87022PE cnCV y �Aj, OREG.N cf,:' L i '"P $`44�' BER1\ '�Q ©S A. N' P EXPIRES:06/30/2015 April 22,2014 1 1 A W,4Fst m.Ver.'tyttaoiyo mammas and READ TOTES ON 1511 AM INCLUZED M IERREFERENCE PAGE mu 7473 ret 1/2J/2DI49EFOREt SE —� Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown '` is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the IMIllIYli 1c R" -'�- - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY! !CBE - ' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Cdleda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Inlormaton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IfSauthernPine(5P)launber is spec/644 dnasaalgn.vstls.rzs ares a /01/2O13 fry MSC • Job Truss Truss Type Qty Ply 3A R41832573 PL14-118_UP FO6 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:45 2014 Paget ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv-8SY4F1ejmdLTtVPRL2AVXuVFfXC48EofKTZ7LozOQSG 1 1-6-0 1 1-4-0 1 1 1-2-0 1 1 1-1-8 1 Scale=1:13.6 1.5x3 I I 1.5x3 II 1.5x3 II 1.5x3 11 1 2 3x4= 3 4 5 3x4= 8 jr........7,7„...„7„ i. 8 z ....,,,,,,,,,,,,,,,,, ANe e e 3x4= 10 9 8 7 3x4= 3x4= 3x4= 1 3-1-0 1 3-8-0 1 4-3-0 1 7-1-8 1 3-1-0 0-7-0 0-7-0 2-10-8 Plate Offsets(X,Y): [8:0-1-8,Edgel,I9:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.09 Vert(LL) -0.01 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.02 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:33 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 10=308/0-2-8 (min.0-1-8),7=308/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 10Ni° TOP CHORD 2-3=-510/0,3-4=-510/0,4-5=-510/0 �3, BOT CHORD 9-10=0/369,8-9=0/510,7-8=0/369 ar'7 flf(V1r1�S jj�_ `�j. WEBS 2-10=-443/0,5-7=-443/0 0 A "Y ' sd NOTES 4 k`` �I, 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. \ 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. r li 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ' 49639 4e 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to Q t be attached to walls at their outer ends or restrained by other means. -...., SIS LOAD CASE(S) Standard �4G 10NAVV 4 °PRQpk. 87022P . '0?, R GON (53/ C 'B dSER1 P s A. HER EXPIRES:06/30/2015 April 22,2014 s. f A ifAMD6-Ycrly deaigr parameters and READ h07ES ON TIES/ISO 7##IbOED MTV(REFERENCE BAGS MU 7473 reg.1;Z5/2 BE:)REUSE r. 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 parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members orgy.-Additional temporary bracing toinsure stability during construction is the responsibillity of the e�'T�l�R* .-.^ - - erector.Additional permanent bracing of theoverall structure is the responsibility of the building designer.For general guidance regarding iY1 1 - - - fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 Quality Criteria,DSB-89 and BCS!Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 It Southern PinelSPi lidtabew is specified,the designVat sues ave theta It/festive I39O1/2013iyALSC Job Truss Truss Type Qty Ply 3A R41832574 PL14-118_UP F07 Floor 6 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:46 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv-de6STNeLXxTKHf dvmik361PxxY4tgFoZ7JMEzOQSF I 2-8-0 1 0-7-8 1 1 1-2-0 I I 1-3-4 I 1-6-0 I I 2-5-8 1 1 1-2-0 I I 1-11-0 I Scale=1:23.7 1.5x3 II 1.5x3 II 1.5x3 I I 1.5x3 II 1 2 3 4 5 6 7 8 9 e e O4 e e •• e O — O N \ v-_ _ _ 000 — ` N e a e 55 e a 16 15 14 int 12 11 3x8= 1.5x3 II 1.5x3 I I I 3-4-8 13-11-8 14-6-8 1 7-6-12 I 10-3-4 j10-10-4111-5-4 1 13-7-4 I 3-4-8 0-7-0 0-7-0 3-0-4 2-8-8 0-7-0 0-7-0 2-2-0 Plate Offsets 0(Y): 17:0-1-8,Edgel,18:0-1-8,Edael.114:0-1-8,Edtael,115:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.02 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.03 15-16 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:63 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:13-14. REACTIONS (lb/size) 16=298/Mechanical,13=668/0-3-8 (min.0-1-8),10=219/0-2-4 (min.0-1-8) Max Gray 16=318(LC 10),13=670(LC 9),10=235(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yTONIO TOP CHORD 2-3=-539/0,3-4=-539/0,4-5=-539/0,5-6=0/262,6-7=0/268,7-8=-312/0 0°7 V WA3 . BOT CHORD 15-16=0/547,14-15=0/539,13-14=-15/347,12-13=0/312,11-12=0/312,10-11=0/312 G 4° 4Q WEBS 2-16=-590/0,5-13=-508/0,5-14=0/328,7-13=-504/0,8-10=-350/0 :?r e k 1. tiS NOTES ta 1)Unbalanced floor live loads have been considered for this design. \ 2)All plates are 3x4 MT20 unless otherwise indicated. , '1 3)Refer to girder(s)for truss to truss connections. ''d 49639,4, ,47 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. O. TSW 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/Mil. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 'S' be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 0 PROp 870 2PE 5. cc' OREGO ti O„4 O0�' BEP 1� • P�. S A. HERS EXPIRES:06/30/2015 April 22,2014 4 t ®WARNL -Veritydeign psmummrxsod REAP NOME ONTHIS ANLMIXED HIIEKREFERENCE PAGEMII7473rea1129/281d1P17.4EI • Design valid for use only with MTek connectors.This design is based only upon parameters shown,and B for an individual building component. Applicabirrly of design parameters and proper incorporation of component is responsibility of building designer not truss designer.Bracing shown stor lateral support of individuat web members onty.Additional temporary bracing to insure stability during construction is the responsibillity of the '— -=-^-,e A;}`�Br - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - _. NIT ilii Ra fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T911 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southerr„Mee IISP)lsorrtnem hew-Meek Medea/Lei.estues are these effective O/01/2G13 byAttC Job Truss Truss Type Qty Ply 3A R41832575 PL14-118_UP F08 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:40:47 2014 Page 1 I D:SygD?CTgSFZSj SNcS 1 ttIDzR3Xv-SggggjfzlFbBvpYqTTDzcJaWsKj Ic?byon2EPgzOQS E I 2-6-0 I 1 1-0-10 1 12--00 1 0-11-2 l Scale=1:33.2 1.5x3 I I 3x6 = 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4= 1.5x3 II 3x8= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 /_ e e e e N N. erlejr 1. 1' 16 15 14 13 12 3x4 = 3x8= 3x6= 1.5x3 II 1.5x3 II 3x8= 3x4= 12-8-10 I 11-6-10 1p4-101 I 19-0-4 I 11-6-10 0-7-0 0-7-0 6-3-10 Plate Offsets(X,Y): 16:0-1-8,Edael,(7:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.31 15 >738 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.48 15-16 >469 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:86 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=831/0-2-8 (min.0-1-8),11=831/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. y'tONJO TOP CHORD 2-3=-3020/0,3-4=-3020/0,4-5=-3781/0,5-6=3781/0,6-7=-3451/0,7-8=-2988/0,8-9=-2988/0s, BOT CHORD 16-17=0/1795,15-16=0/3655,14-15=0/3451,13-14=0/3451,12-13=0/3451,11-12=0/1798 �r7 R11�SX?r, ` WEBS 2-17=-1937/0,2-16=0/1323,4-16=-685/0,4-15=-28/296,5-15=266/0,6-15=-69/599,9-11=-1940/0,9-12=0/1285, G ri, 14.. W0 144 7-12=-786/0 �3 NOTES f s N 1)Unbalanced floor live loads have been considered for this design. \ 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. 41 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �y 49639 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to Q DIST be attached to walls at their outer ends or restrained by other means. �70NAL�G LOAD CASE(S) Standard <<�E0 PROpFss '. ANG+NEF#9 �d.0. 870 2PE. yNSAI ,;OREGO ryo l'v P b 4l ER .+,'\ flsA. HE ' EXPIRES:06/30/2015 April 22,2014 4 ► ®MANDE-Way'design parametnrt end READ FATES ON THIS AND s'K1U0Ef7 HHZTEKREFERENT PASE Mit 7473 sex 1f25/2/t14BERIMI4F ....... Design ward for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual:web-members only.Additional temporary bracing to insure stability during construction is the responsibillity of the L�yTei' .. . erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IilFkl R -v- fabrication,quality control storage,delivery,erection and bracing,consult ANSI/M11 Qualify Cu feria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pt11efS11 lumber is specified,thee dm values aretheta effective 06/01/2010 by MSC • Job Truss Truss Type Qty Ply 3A R41832576 PL14-118_UP F09 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 S Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:47 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv-5ggggjfzIFbBvpYqTTDzcJaWrKjkc?ayon2EPgzOQSE I 2-6-0 I 1 1-0-14 11� 0-'1_1'_11-2 Scale=1:33.2 1.5x3 I I 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4= 1.5x3 Il 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 N Ic.". 1 16 15 14 13 12 3x4 = 3x8= 3x6= 1.5x3 I I 1.5x3 I I 3x8= 3x4= 12-8-14 I 11-6-14 12-1-1, 1 19-0-8 I 11-6-14 0-7-0 0-7-0 6-3-10 Plate Offsets(X,Y): 16:0-1-8,Edael,17:0-1-8,Edpel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.31 15 >735 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.48 15-16 >468 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:86 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=832/0-2-12 (min.0-1-8),11=832/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .'tONjo j,_ TOP CHORD 2-3=-3025/0,3-4=-3025/0,4-5=-3791/0,5-6=-3791/0,6-7=-3457/0,7-8=-2992/0,8-9=-2992/0 > * 174 3, BOT CHORD 16-17=0/1797,15-16=0/3661,1415=0/3457,13-14=0/3457,12-13=0/3457,11-12=0/1800 0$ plc WAS, `�{4' WEBS 2-17=-1940/0,2-16=0/1326,4-16=-687/0,415=-25/297,5-15=-265/0,6-15=-69/600,9-11=-1943/0,9-12=0/1287, 0 A{{, G„ '? 7-12=-789/0 , y _, 9 i N NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 49639 .� 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 3 * "(0.i be attached to walls at their outer ends or restrained by other means. ,6.4r S1ONAL LOAD CASE(S) Standard tandard 90PRore 870 2PE co ,c1, iNv y -tj,.OREG•N tf ,v 1 0 481�'EA • A. Hey,— EXPIRES:06/30/2015 April 22,2014 tr ® MS wAR.faL'er,Iydestyn Tama tors sod READ W IES CH IRIS AND IrM USED MITER REFERENCE PAGE MU7 473 rec 2,/1W2614 DISE .......... Design valid for use only with MTek connectors.Thu design k based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown - iasforlaterat support of individual web members only.Additional temporary bracing to insure stability during construction is the responslbillily of the s 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 QuaBly Criteria,0SB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 ifSouthern Pine(SP)furnnaa Is spasmed,11441 deet eswlsrlrs are ttrese effective 06/01/2013byA SC Job Truss Truss Type Qty Ply 3A R41832577 PL14-118_UP F10 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:48 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv-Z1DDu3gc3Yj2Xz701BkC8X6k2kCgLV350Rony6zOQSD I 1-8-4 1 1 1-2-12 1 2-6-0 I 1 1-2-0 II 1-3-0 I 1-6-0 1 Scale=1:22.1 1.5x3 I I 3x6= 3x5= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 • e -ea e CI -II — I — — N N 14 / 12 11 10 3x4= 3x6= 3x6 = 1.5x3 II 3x4= 3x4= I 1-11.4 I 6-66 1 91-8 1 9-8-8 1 12-8-8 I 1-11-4 6-74 0-7-0 0-7-0 3-0-0 Plate Offsets(X,Y): 15:0-1-8,Edgel,110:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.05 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.07 11-12 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.47 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:59 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 14=381/Mechanical,13=1097/0-5-8 (min.0-1-8),9=390/0-2-8 (min.0-1-8) Max Uplift14=-438(LC 4) Max Gray 13=1097(LC 1),9=390(LC 4) 110NIo FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. a+"7 CTS WAS 4 TOP CHORD 2-3=0/802,3-4=-661/0,4-5=-661/0,5-6=-799/0,6-7=-799/0 C.(' AS .e,..— BOT CHORD 13-14=-802/0,11-12=0/799,10-11=0/799,9-10=0/497 T1'.., '')6,,, Is WEBS 2-13=-588/0,2-14=0/918,3-12=0/891,3-13=-810/0,7-9=-598/0,7-10=0/393 / - NOTES 1)Unbalanced floor live loads have been considered for this design. ,s 2)Refer to girder(s)for truss to truss connections. ,06,6r 49639' kk 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. (C33t.4, Top T1 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)14=438. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-PI 1. 4SONALE G 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. >�p PROF LOAD CASE(S) Standard <t' ase3 GINE s 44.1 17 4t" 870 2PE f" p fi-0i,oREG N q 'P�' SEBk`iii ." 6'A He b EXPIRES:06/30/2015 April 22,2014 4 t ®WARMIMS-Veritydeaiynparaaxerssad READ IC TES ON THIS ANC IaWED M11EXREFEREtr MIT 7473 rex1/19/2B1dBf0BE115E Design valid for use only with MEek connectors.This design is based only upon parameters shown,and is for an individual building component. . ^' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MN is for lateral support of individual webinernbeis:only:-Additionattemporary:bracing to insure stability during construction is the resporssibillity of the fY{��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 Qualify Werra,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IP Southern More(SP)lumbar is specified the ufasign vatatas are tlsaseiftfeinctiva 06/00/2.01.31ay ALSO • Job Truss Truss Type Qty Ply 3A R41832578 PL14-118_UP F11 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:49 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv-1 Dnb5PhEgsrv87iCauFRhkfvc8Zm408EF5XLUZzOQSC 1 2-5-4 I I 1-2-0 I I 2-0-8 I 2-6-0 I I 1-5-0 Scale=1:22.3 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x4 I I 3x4= 1.5x3 I I 1 2 3 4 5 6 7 ® e es Wirliriffil. — o o N o e e �\ePP e kali 1 5: 11 10 F-1 3x4= 1.5x3 II 3x4= 3x8= 304= 3-11-12 I 2-8-4 I 3-3-4 13-1od 1 I 8-7-12 8-9-0 12-9-12 2-8-4 0-7-0 0-7-0 0-M-8 4-8-0 aY-g 4-0-8 Plate Offsets(X,Y): 12:0-1-8,Edael,110:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.05 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:58 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing:8-9. REACTIONS (lb/size) 12=317/0-2-8 (min.0-1-8),8=60/0-2-12 (min.0-1-8),9=739/0-5-8 (min.0-1-8) Max Uplift8=-64(LC 3) Max Gray 12=321(LC 3),8=146(LC 7),9=754(LC 8) ,A'SONIO FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �007 Edi WAS YY" TOP CHORD 2-3=-565/0,3-4=-565/0,45=0/538,5-6=0/533 BOT CHORD 11-12=0/565,10-11=0/565,9-10=0/370 T'0 [` �'> t)WEBS 2-12=-610/0,4-9=-841/0,6-9=-452/0 k k' 1, to NOTES 104,II 1)Unbalanced floor live loads have been considered for this design. tr,rr 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. rd 3 49639 '` 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8. �r+tt '� 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r'i rJ�1 F" 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to A."910 G be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��Q, ,D PRt3FFss C`.'44 4NGIN�F19 /q 870 2PE F�" 5. 0-c0.0 REG N 25 z 0 OBERt e� A. ON EXPIRES:06/30/2015 April 22,2014 4 A MEM Yer/iydea4a pa;arroers ani REAP NGd£S ON MIS AM MIMED HITEK R£££k£l4fT PAGE ffli 7473 rcz 1125/2010 —_ Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. ''`x is of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ' .is;for lateral support of individual web members only.Additional temporary bracing to insure stability during constriction is the responsibillity of the ... IYI�I�.R= - -- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Forgeneral guidance-regarding - nf� fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DS8-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If6autflern Pi e(SPjtsmstssr is sprctftad,rile tfsalgn yatrora aratbase effective 06/O2f2Gi.3 by MSC Job Truss Truss Type Qty Ply 3A R41832579 PL14-118_UP F12 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:49 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv-1 DnbsPhEgsrv87iCauFRhkfur8Vg4?6EF5XLUZzOQSC 2-6-0 I 1-4-4 I I 1-2-0 I I 1-3-4 I 1-6-0 I Scale=1:18.9 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 e ' o 7 -9 -9 Z ' . 0 N e e a e e e �� 11 10 9 3x4= 3x6= 1.5x3 II 3x4= 3x4= I 6-8-12 1 7-3-12 17-10-12 1 10-11-0 6-8-12 0-7-0 0-7-0 3-0-4 Plate Offsets(X,Y): 14:0-1-8,Edgel,19:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.06 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.10 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:50 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 12=475/0-4-4 (min.0-1-8),8=475/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. a,10Ni° TOP CHORD 2-3=-1280/0,3-4=1280/0,45=-1064/0,5-6=-1064/0 �+j* BOT CHORD 11-12=0/925,10-11=0/1064,9-10=0/1064,8-9=0/624 c' - WAS/1i WEBS 2-12-998/0,2-11=0/383,411=-22/331,6-8=-749/0,6-9=0/566 tt QzOp NOTES 40 �h•_. 01 t?5 1)Unbalanced floor live loads have been considered for this design. f N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. -,y 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6,r 4)Recommend 2x6 strongbaclks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to '1%, 49639 be attached to walls at their outer ends or restrained by other means, 94, AbISTE'�� LOAD CASE(S) Standard -1011, L. ' �cs , NGIN 4' i0%� 4t 8 • 2PE / 1." y�-0),,. REDO q,AL Cb 'I8ER4k � S A H' R EXPIRES:06/30/2015 April 22,2014 4 it A Iy,.FWf,MS-Waif desigispram Pers ted REAP?CIES ON TN.&A!V MIXED MFTTEK REFEACEh'KE PAGE MIT 7473 re 1/25/2014 IMILEUSE IIIMr Design valid for use only with Wel(connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 11/111 is for lateral support of individual web membersany.Additional.temporary bracing to insure stability during construction is the responsibillity of the - 1} e - + ` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding #NI -" 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 Iniormaton available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95810 If Southern Pine(2P)ai.ar taes in apaci€ed.the design values ace tease affetta,e 06/131/201.3 ay RISC Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 34; I Injury (Drawings not to scale) Damage or Personal In offsets are indicated. r�� Dimensions are in ft-in-sixteenths. illb‘. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal orx-bracing,is always required. See BCSI. TOP CHORDS T „ 2. Truss bracing must be designed by an engineer.For 0'/T 6 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I ., p bracing should be considered. Intlior O Oz 3. Never exceed the design loading shown and never O Ai stack materials on inadequately braced trusses. P- O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 ,— designer,erection supervisor,property owner and plates 0 'nd' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each — This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint — required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. or PLATE SIZE PRODUCT CODE APPROVALS 9. Unuse with ss fire retardant,notepreserve ve treated,n is not ficableor green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR 1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR 1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that �� Indicated bysymbol shown and/or SYP values as published specified. �/ bytext in the bracingsection of the representsbAWC in the 2005/2012 NDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. If indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling Is Installed,unless otherwise noted. BEARING •,..".•• 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint 16.Do not cut or alter truss member or plate without prior ©2012 Mil-eke All Rights Reserved approval of an engineer. ® number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 111 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(frontback,words Plate Connected Wood Truss Construction.Dand pictures)before use.Reviewing pictures alone is not sufficient. BCSI: Design Standard fornBracing. Miliek6 BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MI1-7473 rev.01/29/2013