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Plans (118) /lits .LUIG - 00(46 RECEIVE scv .ss fr. 7 MAR 8 2016 M 1 ° BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-90UP Fax916/676-1909 5B 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:R41832522 thru R41832537 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. \kV PROpe GINE /© �',, 8 1 2PE ' y %;j,OREGON ,1 00LL �0 'OBER 1� *' S A. He 0. 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 ANSUTPI 1. ,. ....... mit MiTek. MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-9OUP Fax 9161676-1909 5B 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:R41832522 thru R41832537 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. y ONTO Pr 44 ''''' .'6. ,k if �� 9639 Ss 4 �'' 444+0:: 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 58 R41832522 PL14-90UP F01 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3921 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszXIUYcHTKdJc1YpmObb_IRPgo7B0ohg07S71HOPDhOIzOQTa 2-6-0 I I 2-2-9 I I 1-2-0 I I 2-4-11 I Scale=1:28.6 1.5x3 II 3x5= 1.5x3 I I 3x4 = 1.5x3 I I 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 8 ° e e 13 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-1 11-4-9 I 9-11-9 10-1:1111 111-3-1 I I 16-4-12 I 9-11-9 0-1-$ 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(XX): f10:0-1-8,Edgel,f11:0-1-8,Edge) LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) l/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >783 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.40 11-12 >487 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:72 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) 13=715/Mechanical,9=715/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 11©NI0 TOP CHORD 2-3=-2463/0,3-4=-2463/0,4-5=-2532/0,5-6=-2532/0,6-7=-2532/0 _ BOT CHORD 12-13=0/1520,11-12=0/2805,10-11=0/2532,9-10=0/1515 ��cb WAStit, 44. OV WEBS 6-10=316/0,2-13=-1640/0,2-12=0/1018,4-12=-370/0,4-11=-460/161,7-9=-1636/0,7-10=0/1105 NOTES i r, Mk=; W 1)Unbalanced floor live loads have been considered for this design. N 2)Refer to girder(s)for truss to truss connections. 4 i 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. syr 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 4 *d �) be attached to walls at their outer ends or restrained by other means. 4, , ett .tGISTO 4) LOAD CASE(S) Standard O '1$'S 0L-e— NA 87022PE r y '0,i, OREGO„ 24 Lll ° �'y8ER1� ' 4 �S A He EXPIRES:06/3012015 April 22,2014 i ®NARrNMS-VedIr de fin Eararbe ers ucd READ ICTES ON/HUM IfK2II EII H.TEK R.E ETENCE ME f71-7473 mm 1/25(2010BEORE)1sE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. ” Applicabirity 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 IYI�IQr�= 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 Cdteda,008-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus He' iF5cutiaesn.}sine(Sr±)fams8arr is specified.the design values asx th°sa etheztfve 06/01/2:013tryALSC Heights,CA,95610 Job Truss Truss Type Qty Ply 5B R41832523 PL14-90UP F02 FLOOR 5 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:22 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-4U1 iqfdfJ7uFCIZU_7B2fOY183goBcGRF3yEw5zOQTZ 1 1-6-0 1 1-3-4 Iami 1 2-3-0 I I 1-2-0 1 1 1-0-5 1 2-6-0 I Scale=1:27.7 1.5x3 Il 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 34x6= 4 5 6 7 8 9 10 p \ \ N N • e r 17 15 14 13 12 11 3x4= 3x6= 4x5= 3x5= 1.5x3 II 3x4 = 3x4= 15-10-12 I 3-00-4 I 12-10-8 Plate Offsets(X,Y): f7:0-1-8,Edflel,f12:0-1-8,Edciel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 025 Vert(LL) -0.07 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.10 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:74 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) 16=1266/0-5-8 (min.0-1-8),17=-335/Mechanical,11=456/Mechanical Max Uplift 17=-426(LC 4) 44, Max Gray 16=1266(LC 1),17=4(LC 3),11=457(LC 4) y ONTO 4FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 05 WAs2 TOP CHORD 23=0/1294,3-4=0/750,4-5=0/750,5-6=-I002/0,6-7=-1002/0,7-8=-1099/0, {+j # M1 Cr', 8-9=-1099/0 0 BOT CHORD 16-17=-664/0,15-16=-1294/0,14-15=0/331,13-14=0/1099,12-13=0/1099,11-12=0/890 r,o t " 1, N WEBS 316=-718/0,2-17=0/798,2-16=-882/0,5-14=0(737,5-15=-1177/0,9-11=-960/0, <',j 9-12=0/379,315=0/856 vrr NOTES ",i0 4, 49639 <4:,1)Unbalanced floor live loads have been considered for this design. 9,0 -tors39S"' 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 426 lb uplift at joint 17. 44)-ON A .5t4O 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. c.,, ,,o P R OFF4S LOAD CASE(S) Standard '\�� �G, � ''9 > 17 $70. 2PE > -57_,..4j,©REDO �4 C, :'41r,f 4 ti `� A. He EXPIRES:00/2015 April 22,2014 4f ®Kamm-Verity design parameters axdR€Atif4 rrS0NNPPdISAM)ISCll/S€4Hurl(REFEFIEMZPAM SUE7473;e41;'25/2614 /fE$ _' Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and s 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 ■rBiTQI�IC- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYB A fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 0-5eunYhern pine MSF)1utrrisee ist4xecifiezt,tile4tesigxt values am Mose effective 06/03/2013 toy ALSO Job Truss Truss Type Qty Ply 5B R41832524 PL14-90UP F03 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 15:3923 2014 Page 1 ID:j7axn4OsHnThlyalJAczwOszX1UY-Ygb42?eH4R06gv8gYgiHCc57kT4EwOFalinSYzOQTY I 2-6-0 I 2-5-1 II 1-2-0 I I 2-4-11 Scale=1:28.9 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 e / 44441044404404444441, 000000000000 \ Q _0000000000000 N e 1 12 11 10 3x4= 3x8= 3x4= 3x5= 3x4= 10-10-9 11-7-1 I 10-2-1 10131-9 111-5-9 1 1 16-7-4 10-2-1 0-1-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): 1-10:0-1-8,Edgel,1-11:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) Udefl LAI PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.27 11-12 >739 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.43 11-12 >456 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:73 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) 13=725/0-4-8 (min.0-1-8),9=725/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �y1ONfO ke TOP CHORD 2-3=-2508/0,3-4=-2508/0,4-5=-2587/0,5-6=-2587/0,6-7=-2587/0 1 BOT CHORD 12 13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/1538 �cj >� 4 � WEBS 6-10=-324/0,2-13=-1666/0,2-12=0/1041,4-12=-399/0,4-11=-480/168,7-9=-1660/0,7-10=0/1140 wY0 NOTES =_, 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 39 3)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 4r be attached to walls at their outer ends or restrained by other means. "d �� LOAD CASE(S) Standard a%,� `0Is'> 'IONAL G <CY, PRQp 870 2PE r' yti) > -0i, GREG N ti >V `s A. H - A EXPIRES:0613012015 April 22,2014 4 t ®k948NI7-Verify deli s pararaers and REA.I PANES ON THIS:AND Ii4CW0Eb M77EK OEFEREf/ PAGE MITT 7473 ma,09121114 t4 BES£US —_ Design valid for use only with Mffek 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 inns 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 ����_ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if 5:twtherr Pine fSP)lumber k specified,the iesice valuea are these effective 0Q0212013 by MSC Job Truss Truss Type Qty Ply 5B R41832525 PL14-90UP F04 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:39:24 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-0s9SFLfvrk8yS346YDWIpeEXtNnfT6kiNRL?_zOQTX 2-3-0 I I 1-4-11 II 1-2-0 I I 1-0.9 I 2-6-0 I Scale=1:31.6 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 H 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 _)-2. : . z o 9 N ° °e e° 1 15 14 13 12 11 3x4= 3x8 = 3x5= 3x4= 4x4 = 3x4= 14-3-11 I 13-1-11 13-8-111 I 18-1-4 I 13-1-11 0-7-0 0-7-0 3-9-9 Plate Offsets(X,Y): 112:0-1-8,Edael,113:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.33 13-14 >663 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.51 13-14 >419 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:81 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) 16=791/0-4-4 (min.0-1-8),11=791/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .i'tONIO i,_ TOP CHORD 2-3=-2635/0,3-4=2635/0,4-5=-3446/0,5-6=-3446/0,6-7=-2477/0,7-8=-2477/0,8-9=-2477/0 'Z ,,;T, :::BOT CHORD 15-16=0/1550,14-15=0/3254,13-14=0/3130,12-13=0/2477,11-12=0/1721 O t OI�7-13=0/354,8-12=-569/0,2-16=-1700/0,215=0/1191,4-15=-679/0,6-14=0/405,9-11=-1858/0,9-12=0/1092, t��.t `6-13=-860/0c7 I ': 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 1- 2) 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. rd49639 '�` 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 fl .tGIST be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �c i5� E�FINE R `S'/-Y ' . 87022PE r" 7 -0j,GREG N c•P a '''S $`44$OBER N. C' AP `9 A. HeR• EXPIRES:06/30/2015 April 22,2014 ri ®WAPN7Y3--Verify*lipa;ame X37 ITts asd /C1FS ON THIS Malian MLT€K 6EFET Etdfz PAGE#472.7473 rc v.1 21/2614 GREt ims.w.... 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 only.Additional temporary bracing to insure stability during construction a the resporxibillity of the � • erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Flak" fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T911 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IfSouthern Pine OP)turriber 1s specified,the design values are tticse effective 06/O1f201.3 tsyALSC Job Truss Truss Type Qty Ply 58 R41832526 PL14-90UP F05 Floor 9 1 Job Reference(optional) Pacific Lumber&Tess Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:26 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-zFGDgOgAMMOghMsFDzG_gEjdrh4P7Ju1AhwS3tzOQTV 1 1-3-0 1 1-1-1 11 1-2-0 II 2-415 I 2-6-0 I Scale=1:35.4 4x5= 3x4= 3x4= 3x4 = 3x4= 4x4= 3x6 FP= 3x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 e I/� \ , N / Feztee, N. / _: [n, e • 25 24 23 22 21 20 19 18 1 3x4 = 406= 3x5= 3x6 FP= 3x5= 3x5 = 4x6= 3x6 = 3x5= 3x5 WB= 15-7-9 I 14-5-9 5-0-9 I 20-9-8 I 14-5-9 7-0 5-7-0 5-1-15 Plate Offsets(X,Y): 112:0-1-8,Edgel,118:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.40 21 >624 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.62 21 >402 360 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.08 17 n/a n/a BCDL 5.0 Code IBC20121rP12007 (Matrix) Weight:98 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 17=909/0-4-8 (min.0-1-8),26=909/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. *TOAMO ,` TOP CHORD 2-3=-2003/0,3-4=-2003/0,4-5=-3413/0,5-6=-3413/0,6-7=-4247/0,7-8=-4247/0, ry j 8-9=-4495/0,9-10=-4495/0,10-11=-4230/0,11-12=-4230/0,12-13=-3519/0, Q� S , 13-14=-3519/0,14-15=-3519/0 {> BOT CHORD 25-26=0/1077,24-25=0/2776,23-24=0/3897,22 23=0/3897,21-22=0/4436,20-21=0/4401, r •,, 0.+O 19-20=0/3519,18-19=0/3519,17-18=0/1990 4,k'' ''O 16,,,,N WEBS 12-19=-357/0,13-18=-426/0,2-26=-1375/0,2-25=0/1183,4-25=-987/0,4-24=0/813, 6-24=618/0,6-22=0/446,15-17=-2149/0,15-18=0/1659,10-20=-272/35,11-20=-327/0, 12-20=0/1057 it 463 , NOTES Q .VGIS 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. `rQN11,�$ �5 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)26. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 be attached to walls at their outer ends or restrained by other means. cit.} P R(�pe LOAD CASE(S) Standard <C..N'�N� I iC '5 ,, 87022PE 'r' y04j,OREG•N rl Ali 90 ��BEFt 1 ' ST ,A4V's EXPIRES:06/30/2015 April 22,2014 tt M.' ®WAR ..Ve pavan* wirdREAD t43075ON7N:r € .IE4 4N& NUEKREFEREENCEPAGEMa7413r x1;2S/F31d BEMUSE MIME Design valid for use only with MiTek connectors.This design k based only upon parameters shown,and is for an individual building component. Nit Applicability of design parameters and proper incorporation of component k 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/TP11 Quality Gifteda,DSB-B?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 srSaashererhoe$SP)ember is&aes5ed<the design values art/hate effective o6/OSf2.013brie ALN/ Job Truss Truss Type Qty Ply 5B R41832527 PL14-90UP F06 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 15:3926 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-zFGDgOgAMMOghMsFDzG_gEjkKhEo7VVE1 AhwS3tzOQTV I 1-4-0 I 2-6.0 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 II II 0 N IIM ME MPA Fj 5 " 4 3x4= 3x4= ¢b1-8 41-0 I 1 8 3-11-8 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.04 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:19 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-0 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) 4=174/Mechanical,5=174/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTESONTO p 1)Refer to girder(s)for truss to truss connections. U,c7 o' i WAS 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. Cs *w -Ii 0,,>, 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Nr" ,, 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 ` *,,� N be attached to walls at their outer ends or restrained by other means. i -.j LOAD CASE(S) Standard i` f 11 .449639 c A "GIsTE ' 1ONAL � <c- RtO P R0p4.- 4t 87022Pr v--' y '4j, OR GON ti9 4. 00Is SEI a� A. t� � EXPIRES:06/30/2015 April 22,2014 e I a W J(NIM3-%tufty de riga para neSrs and REALM fWES ON MIS AND Itst,ILS€D MIMIC UFERENCE ME HZ!7473 mg.1/2t/201 (fSE �' Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. MITApplicability 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 monly. IYAdditional temporary bracing to insure stability during construction is the responsibility of the MiTele erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYB 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern mase(SF)ls.amzsesis specified,the design vakres met/rase effective OG/01/201.3 bag MSC Job Truss Truss Type Qty Ply 5B PL14-90UP F07 Floor 5 1 R41832528 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510$Jan 13 2014 MiTek Industries,Inc. Mon Apr 21 15:3928 2014 Page 1 ID:j7axn40sHnThlyaUAczwoszX1 UY-veOz5iiQuzeOwgoeLOISvfozjUmsbG8Jd?PY81zOQTT 1-7-12 1-8-15 1 1-2-0 II 1-4-9 I 1-6-0 1 Scale=1:30.1 3x6= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4 = 1.5x3 I I 3x5= 1.5x3 I I 3x8= 1 2 3 4 5 6 7 8 9 10 11 --/' ,- , 0 0......1, IWO 19 17 16 15 14 13 3x4 I I 3x6= 3x8= 3x5= 3x5= 1.5x3 I I 3x4= 3x4=- I 1-10-12 2-¢14 17-5-4 1-10-12 0-128 15-5-0 I Plate Offsets(X,Y): 12:0-3-0,Edgel,(8:0-1-8,Edae1,113:0-1-8,Edge),119:Edge,0-1-8) LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.18 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.27 14-15 >687 360 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:83 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:17-18,16-17. REACTIONS (lb/size) 18=1194/0-5-8 (min.0-1-8),12=627/0-2-12 (min.0-1-8) Max Gray 18=1194(LC 1),12=662(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 10Nr0 TOP CHORD 1-2=0/670,2-3=-950/312,3-4=-950/312,45=-2192/0,5-6=-2192/0,6-7=-2379/0, 7-8=-2379/0 8 9=-1741/0,9 10=-1741/0 O OV VaAS e . BOT CHORD 17-18=-670/0,16 17=-32/1694,15-16=0/2387,14-15=0/1741,13-14=0/1741, I *. y �,,�. 12-13=0/909co, { 't tll WEBS 9-13=-408/0,2-18=-808/0,1-18=-765/0,8-15=-14/787,7-15=-259/0,6-16=-295/0, c S416=0/641,4-17=-935/0,10-12=-1092/0,10-13=0/1027,2-17=0/1309 the 1 NOTES +r 1)Unbalanced floor live loads have been considered for this desi n. p 4963 Kt 9 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. ��' �+tS 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �44dISTALVk 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 be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)304 lb down at 0-1-8 on top chord. �� PR � The design/selection of such connection device(s)is the responsibility of others. s G; 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,\ ,r GINE,, Z LOAD CASE(S) Standard kr 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 87022PE t Uniform Loads(plf) Vert:12-19=-8,1-11=-80 Concentrated Loads(Ib) Vert:1=-304(F) r''� /'�/'� r'• 7 '��, OREGO 9n) "tJ' ''PC '11,43 ER A\ \- ()S A. HER�� EXPIRES:06/30/2015 April 22,2014 a a4 kfARNIM3-Year design raramuvrs andA0 AO TES ON THIS Ale MIMED Mira REFERENCE PAGE 1412 7473 reg.,1125/2010BEM USE i� Design valid for use only with Miraconnectors.This design B based only upon parameters shown,and is for an individual building component. .. Applicability of design parameters and proper incorporation of component a 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 respornibillity of the �t erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTele fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 If Southern Pine 414 lumber in specified,the sin.:vm s arethese effective B6/01/201.3seA SC - Cirrus Heights,CA,95610 Job Truss Truss Type Qty Ply 58 R41832529 PL14-90UP F08 Floor 7 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:28 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-veOz5iiQuzeOwg0eLOISvfo4nUv9bNVJd?PY81zOQTT I 2-6-0 10-5-10 I I 1-2-0 I I 1-4-14 I Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 23x4= 3 4 53x4= 6 \-- 0 o N N r \ e e 3x4= 10 9 8 3x4= 3x4= 3x4= I 31-2 3?-10 3-9-10 1 4-4-10 4.88 8-6-8 3-1-2 0-1-8 0-7-0 0-7-0 0-1- 4-0-6 Plate Offsets(X,Y): 18:0-1-8,Edoe1,19:0-1-8,Edgel LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.06 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012JTP12007 (Matrix) Weight:39 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) 10=370/0-2-12 (min.0-1-8),7=370/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ONIO TOP CHORD 2-3=-732/0,3-4=-732/0,4-5=-732/0 fl WASjr BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665 WEBS 2-10=-736/0,2-9=-37/269,5-7=-718/0 "' / f r CJS LO �., 1, t1y NOTES t41)Unbalanced floor live loads have been considered for this design. f 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. if' 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 � be attached to walls at their outer ends or restrained by other means. 0, i GIST LOAD CASE(S) Standard '''8'1tt‘0 45 c.D PRQFF0,0 w��� (cNGI 'S' 09 870 2PE. U) / CV y �- OREGO ti�,0� SA. NR EXPIRES:06/30/2015 April 22,2014 -- ®tIAkNI7sC-Vertyde_=tgu parameters and READ 80765 ON THIS AND MIMED ED MITEK PEFEREf 75 WE NIT 7413 Ms 1/r 28120148E 3EUSE 1" Design valid for use only with Mitek connectors.This design B based only upon parameters shown,and is for an individual building component. NM Applicability of design parameters and proper incorporation of component b responsibility of building designer-not truss designer.Bracing shown T is for lateral support of individual web members only.Additional temporary bracing to insure stability during constructions the responsibillity of the M-Tek. 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/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely c1nrPIiesoTruss de.781 N. Suite 312, f3 Citrus Heights,CA.95610 ti Souther Pine SPumisd,tneeageuLee we 444 sie Alexandria, 9Io1b MSC • Job Truss Truss Type Qty Ply 5B R41832530 PL14-90UP F09 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 15:3929 2014 Page 1 ID:j7axn4OsHnThIyaUAczwoszX1 UY-NgyL12j2Fl-ImFYgbgvSphStLFYuG7KsvTsf96gCz0OTS 1 2-6-0 1 0-5-6 1 1 1-2-0 I I 1-7-2 1 Scale:1"=1' 11.5x3 II 2 3x4 = 31.5x3 II 4 3x4= 61.5x3 II e O N N G G 9 8 71.5x3 II 6 3x4= 3x4= 3x4 = I 3-0-14 $2- 3-9-6 1 4-4-6 1 6-2-8 3-0-14 1 0-7-0 0-7-0 1-10-2 Plate Offsets(X,Y): 14:0-1-8,Edge),18:0-1-8,Edge1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.02 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:29 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) 9=267/0-2-8 (min.0-1-8),6=267/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 010N10 TOP CHORD 2-3=-362/0,3-4=-362/0 N. BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 raj Q WASS.ti 4 WEBS 2-9=-456/0,4-6=-424/0 2' 76 NOTES ‘E 11h,A .; +?� 1)Unbalanced floor live loads have been considered for this design. oo N 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 3r 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. rd� , 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 t}' be attached to walls at their outer ends or restrained by other means. �4' r ' crkC' LOAD CASE(S) Standard � A ' � 4.'� c O PROFFss 0- 870 2PE pr' y � ATOREG N cp 40 C©�weEB '\\ A. HER EXPIRES:06/30/2015 April 22,2014 I ®I'ARNJ -Verity tieaiyiaFri-arm SituaxdREAD NTTES ONTHIS AND Daum MITEK REFERENCE MGEMil 7413sec1115/20IgBEMUSE il. . Design valid for use only with MTek connectors.Thu design B 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 B 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 �j(E fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T911 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,787 N.Lee Street,Suite 312,Alexandria,VA 22314. if Sautham Pit's*(IP)kx *e n r is upecified,thedatign.eaiites are Sinew effact'tra t2G/4#8/2bzt.3 fryAMSC Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 58 R41832531 PL14-90UP F10 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:30 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1UY-rOV4WOjgOau6A_AOSoKw 4uKNIS83Cjc4JufCezOQTR I 2-3-0 I 1-7-11 I I 1-2-0 I I 1-49 I 1-6-0 1 Scale=1:26.9 1.5x3 II 3x5= 1.5x3 11 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 e e .7771-17,-..,,,,,,,,,, e �e o / _ ` / \ et r e a c e e e 1_4 14 13 12 11 i 3x4 = 3x6= 3x6= 1.5x3 II 3x4= 3x4= 12-3-11 11-1-11 1-8-11 15-5-4 I 1 11-1-11 0-7-0 10-7-0 I 3-1-9 Plate Offsets(X,Y): 16:0-1-8,Edael.[11:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.18 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.28 12-13 >663 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:70 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) 15=673/0-4-4 (min.0-1-8),10=673/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. r©NIU N. , TOP CHORD 2-3=-2121/0,3-4=-2121/0,4-5=-2434/0,5-6=-2434/0,6-7=-1775/0,7-8=-1775/0 BOT CHORD 1415=0/1291,13-14=0/2467,12-13=0/1775,11-12=0/1775,10-11=0/925l'',. 0-11=0/925 �} ViTASII 44. 0 r1. WEBS 7-11=-417/0,2-15=-1416/0,2-14=0/910,414=-380/0,5-13=-274/0,6-13=0/820,8-10=-1112/0,8-11=0/1049 G {r "lbw. 0 d NOTESco ' 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)10. l 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ("`r _ 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 eS 49639 t. be attached to walls at their outer ends or restrained by other means .4� ISTE� {S LOAD CASE(S) Standard 'aiON L 4:<,p, D P Rupp-ss 870 2PE 1 N 5, SAT OREGO :q, A ? fi'�BER 1N t3'3A. H ,�` EXPIRES:06/30/2015 April 22,2014 • t ®myrt/0-Ye fy"des(,zn paramours urs aid READ t1 TES Otv THIS AM ThCLUDSETI MTESttEFEE4i E/KE ME/4717413 ma 1/25/2014 MAME _» Design valid for use only with M7ek connectors.Th6 design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component a 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-TQk' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,defrvery,erection and bracing,consult ANSI/TPI1 Quality Criieria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely iniormatbn available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 i#Southern Pns lSP(1mmber is specified,.thetamis saralcbes me these estivt Oe/0112013 by RISC Job Truss Truss Type Qty Ply 5B R41832532 PL14-90UP F11 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:30 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-r0WjW0jgQau6A_AOSoKw_4uPzIbT3Hwc4JufCezOQTR I 2-6-0 1 0-5-10 I I 1-2-0 I I 1-6-14 I Scale=1:16.4 1.5x3 I I 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 0 Nce9i Xe 1,� 9 e e ti 3x4= ""�n 3x4= `\ 3x4= 3x4= I 3-1-2 3-?-10 3-9-10 1 4-4-10 4,6-p 8-8-8 I 3-1-2 0-1-5 0-7-0 0-7-0 0-1-8 4-2-6 Plate Offsets(X,Y): 18:0-1-8,Eduel,19:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 020 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.07 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:40 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) 10=377/0-2-12 (min.0-1-8),7=377/0-4-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .3 ONTO TOP CHORD 2-3=-761/0,3-4=-761/0,4-5=-761/0 BOT CHORD 9-10=0/701,8-9=0/761,7-8=0/682 043 �, G1TAS,&�r� . WEBS 2-10=-757/0,2-9=-28/290,5-7=-737/0 {3 `V NOTES A.7 +10 1)Unbalanced floor live loads have been considered for this design. f 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r 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 ,d 49639 be attached to walls at their outer ends or restrained by other means. � I1 ' LOAD CASE(S) Standard C'VatYAI G 4,t PRQ,~Fss *c.'• V". R %� 4t 87022PE r. y '0j, OREGO 25 ct/ 0� f3 E B 4k\ S A. HR'S EXPIRES:06/30/2015 April 22,2014 a A 6WARN7Y3-Verity de=ign ruruosx srs m:,d READ IOW ON THIS ANT DEUCED i IIEKREFERENtE PAGE MIT 7473 t£c 1/2512D14 i I,ff LSE 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 11 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI BuBding 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 tfStethem Fig-re1SP)tum8eaiacifiei,thtdezign.values arettiare Effigortill.06101/2015 by Job Truss Truss Type Qty Ply 5B R41832533 PL14-90UP F12 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 15:39:31 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-JD46jkklBu0zn71DOWr9XIQW2ipMofRmJzeDk4zOQTQ I 2-6-0 I I 2-35 II 1-2-0 II 2-4-11 I Scale=1:28.7 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 I I 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 o I N e,, 41 e e i 1 1. 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-13 11-5-5 I 10-0-5 101-113 11-3-1311 16-5-8 I 10-0-5 0.-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edoel,(11:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >770 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.41 11-12 >478 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:72 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 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=718/0-1-12 (min.0-1-8),9=718/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ONMO l'_ TOP CHORD 2-3=-2476/0,3-4=2476/0,4-5=-2549/0,5-6=-2549/0,6-7=-2549/0 y 17�C BOT CHORD 12-13=0/1527,11-12=0/2827,10-11=0/2549,9-10=0/1522 0% 01 WAS :: S S 6-10=-319/0,2-13=-1648/0,2-12=0/1025,4-12=-379/0,4-11=-466/163,7-9=-1643/0,7-10=0/1116 G '(,; C Coi FT - 'C/ 1)Unbalanced floor live loads have been considered for this design. / N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. Ilkit 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/7P11. i?r 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 4 be attached to walls at their outer ends or restrained by other means. t�fi A) 49639 LOAD CASE(S) Standard 'S10N :L 6 '5\'pt.D P RQF4. tSCP 87022PE <" / 7 N -> N SAT OREGO (1-7. S A" N E4 � EXPIRES:06/30/2015 April 22,2014 _ r ®Ft4RNIMI-Verify design parame€ersand NOTES ONf TSSAA+L€M I/IEOMZT€(REFER,ENizrPAGEMf€7473 cc1/2/!k€d 1 fEl15E Design valid for use only with Mifek 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 responsibilrrfy 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 ANSf/TP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Seuthare Pirse$SP).Donee,k speciftecl.the design vetoes are those&Mestive 06/09(2[31.3 byA SC Job Truss Truss Type Qty Ply 58 R41832534 PL14-90UP F13 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 5 Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:32 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-rsPeUx41xyC8gPHKPaDNO3Vzcx55RX5zvYcNmHWzOQTP 1 - 2-301 11-4-11 II 1-2-0 I/ 1-2-5 1 2-6-0 I Scale:3/8"=1 1.5x3 II 3x6= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 11 4x5 = 1.5x3 II 1 2 3 4 5 6 7 8 9 10 N Ia 9 e J / a e- mr 1� 15 14 13 12 3x4= 3x8= 3x5= 3x4= 4x4= 3x4= 14-3-11 I 13-1-11 13-8-11f 1 18-3-0 I 13-1-11 0-7-0 0-7-0 3-11-5 Plate Offsets(X,Y): f12:0-1-8,Edgel,f13:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.33 13-14 >651 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.53 13-14 >412 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:81 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) 16=797/0-4-4 (min.0-1-8),11=797/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. y1;ON1O TOP CHORD 2-3=-2664/0,3-4=-2664/0,4-5=3503/0,5-6=3503/0,6-7=-2556/0,7-8=-2556/0,8-9=-2556/0 �s, BOT CHORD 15-16=0/1564,14 15=0/3297,13-14=0/3200,12-13=0/2556,11-12=0/1731 �cj WAS, . j WEBS 7-13=0/349,8 12=-534/0,2-16=-1715/0,2-15=0/1206,4-15=-695/0,6-14=-7/395,9-11=-1869/0,9-12=0/1118, {y s k1,= :t'.�p4;,'. 6-13=-853/0 mak_; 1 t NOTES k t4 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)11. ti'',`.r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 49639 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 ©, 4i$ TVe 4v be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��,,'tip PRQp C— GINE vf 87022PE r` cv y . j, OREGO,' c•P Ali 9On $ER �� - A. HER EXPIRES:06/30/2015 April 22,2014 4 I ® D4S-treripse=_/anarameerssxdR£AOROTES014TNISAts'ZM205511MIF,1151RENa'AGE/411'7473rci`1/25124lStl RISE . '� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the s �T� •� - - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY[ f fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/TPII Quoddy Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Sautharn>Pina ISP)9vm9ssv is speti#ied„tire design values are these effective 06/03/5013 by ALSC Job Truss Truss Type Qty Ply 5B R41832535 PL14-90UP F14 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 15:39:33 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1UY-FbBs8Qm4VHh1Rub8xudcjVVsmVXEGcZ3nG7JpzzOQTO I- - 2-0-0 1 I 1-10-1 I I 1-2-0 1 1 2-5-3 I Scale=1:21.0 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 6 3x4= 7 I e r R x - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIII 0 e e sy 1 11 10 9 f_41[VYX,J 3x4= 3x5= 3x4= 1.5x3 II 3x4= I 8-2-9 18-9-9 19-4-9 I 12-0-12 I 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(X,Y): 16:0-1-8,Edoel.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 0.42 Vert(LL) -0.14 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.21 10-11 >670 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:54 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 puriins, 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) 12=525/0-2-8 (min.0-1-8),8=525/0-1-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. IONTO TOP CHORD 2-3=1397/0,3-4=-1397/0,4-5=-1183/0,5-6=-1183/0 ry� BOT CHORD 11-12=0/887,10-11=0/1518,9-10=0/1183,8-9=0/1183 'Q 91T WEBS 2-12=-994/0,2-11=0/571,4-10=-443/3,6-8=-1277/0 C., ,00 o d NOTES "�" Q1, T71 ta 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)12,8. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 'f r 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 'd49639 4,7 '$` be attached to walls at their outer ends or restrained by other means. Q , rrSTr,�y,* LOAD CASE(S) Standard '�ONA.L 14,0 *\ ;;t:G.IPNR2::PE, Fss�cp f0( y 0A� OREGO f, 11./ 9bc1ER4 EXPIRES:06730/20/5 April 22,2014 a 4 ®MAWS-Veritytres aparamearsmidREADd TES ON MIS AND INGUIDED lielTEKR.ETEEDICE ivisf MT 7473;ect;as/zoo BER38EUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. 1» 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 responsibillify of the MIS@ •• 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/TP11 Quality Criteria,DSB-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 ff Saaat8xere pace lSP)laanfser is stsecitfbrd„theafeaignv.ktes are than 44€4ml:rue 06/03/2013 byALSC Job Truss Truss Type Qty Ply 5B R41832536 PL14-90UP FG1 FLOOR GIRDER 1 1 Job Reference(ootional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:34 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-kolEMlnBUpPYebTohePs8w26nvzq?7vC?wstLPzoQTN 1-4-12 1-4-0 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 0 ' N tir L A 5 4 3x4= 3x4= I 2-11-12 I 2-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) 0.00 5 '••• 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:15 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=253/Mechanical,5=249/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-309/0,2-5=-304/0 O NI NOTES /v} xi, SIN, 1)Refer to girder(s)for truss to truss connections. Y t 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ' '4 * .A ‹) 3)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 02 be attached to walls at their outer ends or restrained by other means. N 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)188 lb down at 1-5-2 on top chord. is The design/selection of such connection device(s)is the responsibility of others. r 47 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 49634 LOAD CASE(S) Standard f7 ' .cGiS. a 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 G Uniform Loads(plf) s101STA . Vert:4-5=-10,1-3=-100 Concentrated Loads(Ib) Vert:2=-188(F) �� ) PRQFFss 87022PE ylb f -t> OREGO ti�„it/ 0 48E1 \. A. He- EXPIRES:06/30/2015 April 22,2014 ri4 ®WATN7Ma-Ye'/fyde=Jgrrparameters Sud READ IC TES CM7MSAND IM{.t/SEDMira REFERENCE PAGE Mil 7473 reg,1/25f2OI169£r'J-E11SE 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 a for lateral support of individual web members only.Addifional•temporarybracing to insure stability during construction is the responsibillity of the '�e�. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Qualify Criteria,DSB-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 He' if Southern Pine SP}Icunfeuis q specified,sfsedesign.values are these effective 06/01/2013by.ALM. ghts,CA,95610 Job Truss Truss Type Qty Ply 5B R41832537 PL14-90UP FG Floor Girder 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:33 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-FbBs8Qm4VHh1 Rub8xudcjWuGVbcGeL3nG7JpzzOQTO I 1-6-0 I 1-5-10 1 1 1-2-0 11 1-4-14 1 2-6-0 I Scale:3/4"=1' 1.583 I I 1.5x3 11 1.5x3 11 1.5x3 II 1 23x4= 11 3 q 53x4= 6 0 O 'i' Noi e e 9 O B e 3x4= 1C 3x4= 3 3x4= x4= I 3-2-10 1 3-9-10 1 4-4-10 I 8-6-8 I 3-2-10 0-7-0 0-7-0 4-1-14 Plate Offsets(KV): f8:0-1-8,Edoel,19:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.04 9-10 >999 360 BCLL 0.0 Rep Stress[nor NO WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:39 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) 10=497/0-2-12 (min.0-1-8),7=412/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. o* ONIO r,_ TOP CHORD 2-11=-926/0,3-11=-926/0,3-4=-926/0,4-5=-926/0 BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 o fll 1, WEBS 2 10=-804/0,2-9=0/327,5-7=-833/0,5-8=0/303 C 11, iZr NOTES 0 •�``_, 't 'd 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)10,7. ±,.../)14Pe 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 be attached to walls at their outer ends or restrained by other means. R 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)233 lb down at 2-2-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. `-'°NAL 6)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)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00t0 PR OFF(1 Uniform Loads(p8) '� i U[11 Vert 7-10=-8,1-6=80 , {N F 3 C) Concentrated Loads(Ib) L(,7 Vert:11=-169(B) 4t.' 870 2P1= 1' 7 �45i,©REG N tip'Q4 9, �41ER #� USA H'E ' EXPIRES:06/30/2015 April 22,2014 4 . t ®iWA$11Na1 -Vorfty rteai3a parameters NOTES sad READ OH THIS AND maim HMV( M0 /4/17 473 reret,1/28/2014 f 3/,y€ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction o the responsibillity of the ■�IT�Ir* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Mire R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/P11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely If Southern Pin.Wig ivm&usis s Plate Institute, N.Lee sra-aSeuce3e 0£402/O13 AM 22314. Citrus Heights,CA,95610 Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 1 34" Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury MM.. Dimensions are in ft-in-sixteenths. hio‘,. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. -1/76' 1111151•11mmEmmimNi2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves O 4 may require bracing,or alternative Tor I Milinir � •• p bracing should be considered. r O Ai =O 3. Never exceed the design loading shown and never n O stack materials on inadequately braced trusses. O Cz� c,_ 4. Provide copies of this truss design to the building 0 For 4 x 2 orientation,locate 7 cs 6 F— designer,erection supervisor,property owner and plates 0 "ii' 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 *Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI I. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1 352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ifr Indicated by symbol shown and/or SYP represents values as published specified. ile by text in the bracing section of the by AWC in the 2005/2012 NDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ■M reaction section indicates jointMIME ©2012 MiTekOO 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. Min may pose unacceptable 18 green environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 1111 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, MiT 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:MII-7473 rev.01/29/2013