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Plans ( 5 Err Sw 7h ,ts ty MiTek� MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL 1 4-404_UPPER Fax 916/676-1909 POLYGON 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:R43351115 thru R43351147 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. �tiRE PR0Fe. �, S+ti.ZGINFate 87022P 7 9f `45 OREGON 's• ©s, A. HeP EXPIRES:06/30/2015 December 5,2014 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. Job Truss Truss Type Qty Ply POLYGON R43351115 PL14-404 UPPER F01 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:33 2014 Page 1 ID:L2O9JJu6omRCBuYOhH V69uyFHbu-T9a8dOmmaf7i4GS HmAZOurkDSPgOWCBgeEgkv1 yCJzC 3x6 11 1-3-4 3x16 11 1-6-0 13x6 I I 1 6 2 7 3 Scale=1:13.1 3 II .14 .04 5 4 6x6= 6x6= I 3-3.4 I 3-3-4 LOADING(ps() SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) 0.00 5 '"" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.00 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:31 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-3-4 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) 5=1026/Mechanical,4=1154/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-278/0,3-4=-511/0 BOT CHORD 4-5=0/590 WEBS 2-4=-868/0,2-5=-947/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1007 lb down at 0-11-3,and 1007 lb down at 2-6-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)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=1.00 Uniform Loads(plf) Vert:4-5=-5,1-3=-50 ito PROr Concentrated Loads(Ib) Ore, Vert 6=-1007(F)7=-1007(F) �NGtNE�9 44, Q 870 2PE cvOREGO; (yam'©�/ �MBF� 1\ CSA,.EHP EXPIRES:06/30/2015 December 5,2014 11411. ®if'A J/7f J-Verifydesigri parauleers nod R€A I NOTES ON THIS AM)€ 2MSED MIEN REFERENCE MOE NU 7473 sec 1,/€alF8I48f08111SE Design valid for use only with',Niel(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 responsibility of the ��°,T erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M 1 fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,OSB-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 Southern Pin*(&P)lumber is specified-the flasige vaare Mena eWWewti e06/0113013beAt3C Job Truss Truss Type Qty Ply POLYGON R43351116 PL14-404_UPPER F02 FLOOR GIRDER 1 2 Job Reference(optional) Pacific Lumber 8 Tess Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:34 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-xM8XrMnOLyFZiQ1UJu5FQ3HJgpriFaUgtuZIRUyCJzB 1 1-2-0 1 1-9-0 Scale=1:26.3 2x4 II 5x10 = 1.5x4 II 3x4= 1.5x4 I I 3x4= 1.5x4 II 5x10= 3x4 I I 1 2 15 3 16 17 18 4 19 20 5 21 22 6 23 7 24 25 8 26 H /2N o NH/ NNNNIc d xQe o I o I a \^u/ 14� 13 12 11 ^D� 4x8 MT2OHS= 6x10= 3x8= 6x10= 4x8 MT2OHS= I 14-10-8 I 14-10-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.76 Vert(LL) -0.18 12 >977 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.28 12 >620 360 MT2OHS 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.09 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:147 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except BOT CHORD 2x4 DF 2400E 2.0E end verticals. WEBS 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 10=6417/0-5-8 (min.0-3-3),14=5901/0-5-8 (min.0-2-15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-1219/0,2-15=-9563/0,3-15=-9563/0,3-16=-9563/0,16-17=-9563/0,17-18=-9563/0,4-18=-9563/0, 4-19=-13782/0,19-20=-13782/0,5-20=-13782/0,5-21=-13782/0,21-22=-13782/0,6-22=-13782/0,6-23=-10085/0, 7-23=-10085/0,7-24=-10085/0,24-25=-10085/0,8-25=-10085/0 BOT CHORD 13-14=0/4476,12-13=0/12626,11-12=0/12830,10-11=0/5836 WEBS 8-10=-7656/0,8-11=0/5720,7-11=-1402/0,6-11=-3696/0,6-12=0/1281,5-12=-1875/0,4-12=0/1556,4-13=-4123/0, 3-13=-1888/0,2-13=0/6849,2-14=-7081/0 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-2-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)All plates are MT20 plates unless otherwise indicated. 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 Rc13 P R 0 ,e, be attached to walls at their outer ends or restrained by other means. ( G(N 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)114 lb down at 1-3-1,1033 lb down at 1-7-12,114 lb down at 2-10-4,1033 lb down at 3-2-15,637 lb down at 3-11-4,114 lb down at 4-4-15,1007 lb down at 4-10-2,114 ,S? ''N ��9 lb down at 5-11-2,1007 lb down at 6-5-5,114 lb down at 7-0-13,637 lb down at 7-6-4,1027 lb down at 8-0-8,114 lb down at 9-1-8, 1027 lb down at 9-7-11,114 lb down at 10-8-11,1027 lb down at 11-2-14,114 lb down at 12-3-14,1027 lb down at 12-10-1,and 114 Q' 87u22P, r* lb down at 13-11-1,and 1027 lb down at 14-8-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. . . i '`11 LOAD CASE(S) Standard '.p 4 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00Loads(plf) A GON 4 Uniform Vert:10-14=-5,1-9=-50 On BER 1 �v� Concentrated Loads(Ib) A. Her Vert:9=-1027(F)8=-1027(F)7=-114(B)6=-114(B)5=-114(B)3=-1033(F)2=1147(F=-1033,B=-114)15=-114(B)16=-637(F) 17=-114(B)18=-1007(F)19=-114(B)20=-1007(F)21=-637(F)22=-1027(F)23=-1027(F)24=-1027(F)25=-114(B)26=-114(B) EXPIRES:06/30/2015 December 5,2014 t _ 1 AWARNEAI-VerItviesiyuparaalefe'rsand READ TS ON THIS ARSDEMO NITYREFEREI MAGEriffl-7473:e%:f,/28/23I8RLCtEt Design valid for use only with MiTek connectors.This 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 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 IY� B fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Cibus Heights,CA,95610 ifSouthern Piri[ISM iumtseais c ad<the deag0i0kIras are those earecdue 061O0/2,013 SyAL5:C Job Truss Truss Type Qty Ply POLYGON R43351117 PL14-404_UPPER F03 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:34 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-xM8XrMnOLyFZiQ1UJu5FQ3HTUpONRzgtuZIRUyCJzB 1.6-4 I 1.5x3 II 1 3x4 = 2 Scale=1:13.2 A 4 3 1.5x3 II 3x4=- I I 1-9.4 1-9-4 LOADING(ps() SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 ""' 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:13 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-9-4 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 10-0-0 oc bracing. REACTIONS. (lb/size) 4=45/Mechanical,3=45/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PR Ope '�N�'tN� J4 �o9 87022PE y%4�,,QREGO ria©tu' A. HeR EXPIRES:0£/3 /2015 December 5,2014 � 1 A kfMNI76 NeardesignpmsamtersandREADt IES Ott Rf.SMEr is MIMIC FsE'€EFIti7PAGE HU7473ma12 2010Mitt E USE Design valid for use only with MTek 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 responsibility of the M-Tek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYI I fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,005-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Infoanahon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95810 11 Southern.Piro fW)lumber is agxz6ied,the design vetoes erethose effective OG/G5j2013 by MSC Job Truss Truss Type Qty Ply POLYGON R43351118 PL14-404_UPPER F04 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:35 2014 Page 1 ID:L209JJu6omRCBuY0hHV69uyFHbu-PYiv2inO5GOPJabgtbcUzGgcJCFs_1 Kz6YJrzwyCJzA 1 1-0-8 11 2-0-0 1 Scale=1:37.9 3x4= 5x6= 1.5x3 II 4x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x6 FP= 1.5x3 II 4x5= 3x4 I I 1 2 3 4 5 6 22 7 23 8 9 10 11 12 13 o e e m '\- / \ - / N-z`-N 1 z -\ /4.x_ 0 A N B m B 21 20 19 18 17 16 15 14 3x4 II 5x5= 4x6= 3x6 FP= 3x5= 355= 4x6= 3x6= 1.5x3 SP= I 22-2-0 I 22-2-0 Plate Offsets(X.Y_)— [1:Edge.0-1-81 [21'Edge.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.16 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.26 16-17 >999 360 BCLL 0.0 Rep Stress Incl NO WB 0.57 Horz(TL) 0.06 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:120 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) 21=969/0-5-8 (min.0-1-8),14=969/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-970/0,1-2=-615/0,2-3=-615/0,3-4=-2111/0,4-5=-2111/0,5-6=-2806/0, 6-22=-2806/0,7-22=-2806/0,7-23=-2693/0,8-23=-2693/0,8-9=-2693/0,9-10=-1772/0, 10-11=-1772/0,11-12=-1772/0 BOT CHORD 19-20=0/1456,18-19=0/2550,17-18=0/2550,16-17=0/2844,15-16=0/2324,14-15=0/1005 WEBS 12-14=-1341/0,12-15=0/1035,9-15=-747/0,9-16=0/498,5-17=0/346,5-19=-593/0, 3-19=0/885,3-20=-1137/0,1-20=0/1121 NOTES- 1)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/1-P11. 2)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. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5 lb down at 10-6-12,and 5 lb down at 12-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4)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) Standardci, PR Or 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ;(, s Uniform Loads(pit) NO� . 6[ E " 'C) Vert:14-21=-8,1-13=-80 1,-J� Concentrated Loads(Ib) tr 870 2PE / r Vert:22=-5(B)23=-5(B) 5y �'6,,,OREGON ePIli 9�, F,q�BER \\ P� S A,. HSR EXPIRES:06/30/2015 December 5,2014 4 it AWARNINS-Verity desin;aranmerscad READ f IES ON THIS AND IRCTiXESECM REFERENTPAGE Ifdf7473me1/I9/Ztr1BECAME 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 B the responsibillity of the 6 MiTek •� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BYB 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1811 Qualfly Crtteaa,DSB-89 and SCSI Budding Component 7777 Greenback Lane,Suite 109 ifS Southern P aO ))available IS Truss led,t Plate Institute,cieesigg7vtkues uce�` Suite Alexandria,0/ s by ALSO 4 cams Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351119 PL14-404_UPPER F06 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:37 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-MxpfTOpHdte7Zul3?Oey2hv?3014S3CGZsoy2pyCJz6 ale Scale=1:38.6 3x6 FP=- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 j:s 0 0 g 9 0 0 0 e 0 9 e e m e - e e 0 0_ a 42 0 d N It r e y ,. e q q is e - q e s - e e R - 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1 1-4-0 1 2-8-0 I 4-0-0 1 54-0 1 6-8-0 I 8-0-0 1 9-4-0 1 10-8-0 1 12-0-0 1 13-4-0 1 14-8-0 1 16-0-0 1 17-4-0 i 18-8-0 1 20-0-0 I 21-4-0 I 22-8-0 ?3-5-1?� 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 9-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:110 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 23-5-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard c[O PROE6* c� 441 N E04 f0 44, 870 2PE. r 5.y fi�'r GREG N cl`z,4ke 1, .6 4f3Ei ,\ Vim A HE EXPIRES:06/3012015 December 5,2014 4 I A WARNIf3.Yeri rde=in parametErs surf READ?CIES ON MIS Ale/Ma PZE11 WIER REFEREIVCE ACE MIX 7413 ac 1,/251201dB1 tGE 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 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 Quafly Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safetyif her PPine(SP)vDumieu is specified,ttwt des-sgneittixs are LeeSheet, efiurertle 4 3#5/25113 tivAtSIC4 Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351120 PL14-404_UPPER F07 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,inc.Thu Dec 04 12:12:37 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-MxpfTOpHdte7Zul3?Oey2hv_UO1zS3CGZsoy2pyCJz8 Scale=1:18.4 1 2 3 4 5 6 7 8 9 10 L° o et 21 J 123 o S d 0 o oII 20 ^0 0 0 -,1 F o o- e e 22 • • • a 19 18 17 16 15 14 13 12 11 354= 1-4-0 i 2-8-0 4-0-0 5-4-0 I 6-8-0 I 8-0-0 I 9-4-0 10-8-0 111-1-9 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:57 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 11-1-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)19,11,18,17,16,15,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard Co �,�c INEe; 4`‘'.1' 6'6'f0�-� Q 87022PE < y -6r,; ()REG > � -.4 l' As 418ER \\ Q� ` A. He EXPIRES:06/30/2015 December 5,2014 i I A 14/ARNIM3.Veo7I dei(ga paraarcfsrs and REAfi WITS ON MIS AND I NED NIfEX REFfREPKE PAGE MIT 7473 m1,1125/2018 8$3RE112 � �' Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1111 � 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 to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,051.89 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 rfSawnhere Pine(SP)lumber is spacifie,51,thealetign..wltxesareSleeve mSF€stixe O6/O3126413 byALSC Job Truss Truss Type Qty Ply POLYGON R43351121 PL14-404_UPPER F08 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:36 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-q7NlgjgvOBm A2KFYk9BbvSAnQNKBWSQoWXVaFyCJz7 V4 1 2 3 4 Scale=1:13.0 II II U U ', 10 1111] : ♦.♦.♦.♦...♦.....:....•11.IL........♦:♦..♦. IL Alk. 8 7 6 5 1-4-0 2-8-0 I 348-8 I 1-4-0 1-4-0 1-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incl YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:21 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-8 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 3-8-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard ,skcp PRQp. 4-4 17 <r 87022PE 1' ,_.j.....h 7,�A� OREGQ nCS �� ` E3EB �... �� " A_ HeRNP EXPIRES:06/30/2015 December 5,2014 41 AIVAMEC..Verity deJparaa ametersoo.3REE,4DN2TESONTICSAh&ACM EDMTTEKREFERENCE MOEEMIL 7473Pac1,25/201$ !S till_.. Design valid for use only with Mgek connectors.This design is based only upon parameters shown,and B for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not inns 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 MiTek` erector.Additional permanent bracing of the overall structure is the responsibfity of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T191 Quality Crlteda,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 61Southern Pin*1SP)hannhe is*pet.Med,the*taiga waives wet Vase effective 06/01/201.3 be MSC Job Truss Truss Type Qty Ply POLYGON R43351122 PL14-404_UPPER F09 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 S Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:12:39 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-IJxQu3rX9VuroBvR6RgQ76_1(14VwzgZ1AH36hyCJz6 0-M-8 Scale=1:39.8 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 9 2 9 9 e e 9 e e o d 0 m 9 c a 2 e e` a 42 d N Mr -.--. .-.=.-. -��� - fir• .V.V. .-- 7 . -.-.�.-_-.--.-.-.�.i.�."". .`'�. .�:��-�41V .11 � - 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1-4-0 1 2-8-0 1 4-0-0 1 5-40 1 6-8-0 1 8-0-0 i 9-40 I 10-8-0 I 12-0-0 1 13-4-0 I 14-8-0 I 16-0-0 1 17-4-0 1 18-8-0 1 20-0-0 1 21-4-0 1 22-8-0 1 24-3-0 1 1-4-0 1-40 1-0-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-40 1-7-0 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:112 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18rBtr(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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 24-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard C• C-N" PROFFs c 2 870221E r cn >" % DREG*N 117 Y �OS948 R .‘ \ A�4 ` A. HERS. EXPIRES:06/30/2015 December 5,2014 $, A _ i WARN7/S-Ve 7 de_r=iEnparaaxtenand REA.bNOTES ON1141.5 R IMIZ�EAHITEYREFEREPICIMGEMITT7473mc1/29/2(iT4NEWORREUSE 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 Mil is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding NIiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quality Cdteda,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'SMretrern Pine WI Iran bee is upocifed,tietdeaigrs aedues are These edtewtere 06/011/2010 byALSC Job Truss Truss Type (Xy Ply POLYGON R43351123 PL14-404_UPPER F10 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., . Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:40 2014 Page 1 I D:L209JJu6omRCBuYOhHV69uyFHbu-mV Wo5PrSwo0i0LUeg6BfgKKW ED3ofPziFgacflyCJz5 0-118 Scale=1:28.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 a e a o e e e eJ _ e rf ° 3° M _ d N 29 pp• yv y�O/y v v O v v O yO �/ O �/ y �/ � y y O �/y y a �/ yO y �/ y • r.XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX, 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1-4-0 I 2-8-0 I 4-0-0 1 5-4-0 1 6-8-0 I 8-0-0 I 9-4-0 I 10-8-0 1 12-0-0 13-4-0 14-8-0 16-0-0 I 17-3-0 1-4-0 1-4-0 1-40 1-4-0 1-4-0 1-4-0 1.4-0 1.4-0 11/ -4-0 1-4-0 1-4-0 1-40 1.3-0 LOADING(psf) SPACING:2001 2-0-0 CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Verz(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incl YES WB 0.03 Horz(TL) 0.00 15 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:81 Ib FT=0%F,0%E LUMBER- BRACING- TOP CH014415.02 ORD 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 17-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)28,15,27,26,25,24,23,22,21,20,19,18,17,16 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard A 870 2FE n4(/ ��C�ds'L1BER �� EXPIRES:05/30/2015 December 5,2014 4 w t f ARNT? .Wanly del to paraam€ers and READ NOTES ON MIS AI/T man NNTEK REFERENCE PAGE/TI 7673 rrt.1,/1f/20149ff LSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. III . 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 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/TPI1 Quality Criteria,DSB-89 and SCSI Building Component T/77 Greenback Lane,Suite 109 ifa hrtrs Bl Information tOP)available lumber isfrom specitzd. Institute, deagvs-7ra�es art those a44satirus Oe/ilU, 1.3 byALW 22314. Citrus Heights,CA,95610 Job Truss Truss Type Oty Ply POLYGON R43351124 PL14-404_UPPER F11 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 0412:12:42 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-iudY WStPSQGOffeOnZE711csp1 IG7J S7j8VjjOyCJz3 4-43 Scale=1:18.4 1 2 3 4 5 6 7 8 9 _` = = = L , _ : 20 O d N 19 z e F e e e- 18 17 16 15 14 13 12 11 10 1-4-0 2-8-0 4-0-0 5-40 6-8-0 8-0-0 I 9-4-0 19-9-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-5-12 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:49 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.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 9-9-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard <4tItO PRQE 2 87022PE �r / CZ' t HEGO ti� W �'©S'�BER A\� A. HER EXPIRES:06/30/2015 December 5,2014 t t AwArom-Uec//ydvu/8n raranwSrs xx4 READ Pr TES GM THIS AM I/stTl/SED KITEK REFEF.ENCE PAGE HU 7473 reI 1f25jipl4 BFOREUSE . Design valid for use only with Mack 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 MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/T911 Quality Crlferia,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available horn Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. He'Citrus ht&CA,95610 It Southern Pirrct )lureBeris spec Med,the design tea:uet am VW-Se e�aate.06/03/2013 by MSC 'n Job Truss Truss Type Qty Ply POLYGON R43351125 PL14-404_UPPER F12 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530$Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:42 2014 Page 1 ID:12O9JJu6omRCBuYOhHV69uyFHbu-iudYW5tPSQGQfe0nZE711cgg1 hV7CY?j8VjjOyCJz3 0-1-8 H I 180 I I 2-6-0 I Scale=1:30.0 4x4= 1.5x3= 1.5x3= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 8 e e e e 15 s 4 14 17VNIIII .7. N4441444141444q_ e 12 11 10 9 1.5x3 II 4x5= 3x5= 3x5= 3x4= I 17-3-0 I 17-3-0 Plate Offsets 0(Y)— 11•Fdae 0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.07 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.11 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:88 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=748/0-5-4 (min.0-1-8),9=748/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 13-14=-749/0,14-15=-749/0,1-15=-749/0,1-2=-611/0,2-3=-611/0,3-4=-1651/0,4-5=-1651/0,5-6=-1457/0, 6-7=-1457/0 BOT CHORD 11-12=0/1275,10-11=0/1696,9-10=0/887 WEBS 7-9=1100/0,7-10=0/706,5-10=-296/0,3-11=0/466,3-12=-822/0,1-12=0/933 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard VEO PROP " 2. 870 2PE g.y SAT 0REGO rt, 141 00 8ER 4t. '' A. He EXPIRES:06/30/2015 December 5,2014 4 / AWARNIMS-Verity dea n pararnernrs and READ hDITS CH MIS AND MIXED 7477EK REFERENCE PArrE Ma 7473 ter.1,12512D14 DEDREDSE Design valid for use only with MTek connectors.This designs _based only upon parameters shown.and is for an individual building component. l 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 responsibility of the M�f erector.Additional permanent bracing of the overall structure is the responsibl@fit` ity of the building designer.For general guidance regarding [MB R fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Cdterla,DSI-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Inform:Mon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If ST11111TRITTIPkokiSPTiambee Is specified,tiae.6atign taken arethose eftecteee 06/0812£i1.3 byAiSC Job Truss Truss Type Qty Ply POLYGON R43351126 PL14-404_UPPER F13 Floor 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:43 2014 Page 1 ID:L209JJu6omRCBuYOhH V69uyFHbu-A4BwkRu2Dj OHHpDC LH IM Iy9zFRyxsbVu9yoFGFSyCJz2 f110-8I 2-6-fl I 4pt8 Scale=1:41.2 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 i , 9 2 7IE ,, ...a. a a 21 / \ d V NN 7 NN, 7 "....NN V �a N 20 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6 = 3x4= I 24-3-0 I 24-40 LOADING(pct) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.55 Vert(TL) -0.38 15-16 >760 360 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:121 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=1055/0-5-4 (min.0-1-8),19=1055/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1712/0,3-4=-1712/0,4-5=-3137/0,5-6=-3137/0,6-7=-3331/0,7-8=-3331/0,8-9=-2298/0,9-10=-2298/0, 10-11=-2298/0 BOT CHORD 18-19=0/522,17-18=0/2564,16-17=0/2564,15-16=0/3375,14-15=0/2956,13-14=0/1307 WEBS 11-13=-1620/0,11-14=0/1227,8-14=-816/0,8-15=0/464,6-16=-294/0,4-16=0/710,4-18=-1056/0,2-18=0/1474, 2-19=-1167/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 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. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Rf', PRo1es ..144 .$7022PE <' y �, ©REG•N ��' 0�� "0:31�BER \N\ r , `5 A. N " EXPI RES:06/30/2015 December 5,2014 c e ®t 4NZ%-Verify design parameters arld R€I.0?CIES 0H THIS AM f/KCPtP ED MIRK REFERENCE ME HU 7473 mc 1/28/2('J48EfO8E116€ d Design valid for use only with Mgek 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 responsibility of the IVI�Aek'. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,defrvery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informaiton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Cirrus Heights,CA,95610 ftSauthern.Pine j'SP}knmissec is:specified,the design Woes are theca affective 06/O1/2OL3 by MSC • Job Truss Truss Type Qty Ply POLYGON R43351127 PL14-404_UPPER F14 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:44 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-fHlJxnug_1 W8uznPv_GbgAh7url_b2vIAR_povyCJz1 0-1-8 HI 1-1-12 1 2-6-0 Scale=1:41.7 4x6= 3x4= 3x4= 3x4 = 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 a is 1e 9 -- 9 2 a ...N.N, ...," 7NNN / \ E. N.N.N. � d 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 304= 1.5x3 SP= 1 24-6-4 24-6-4 LOADING(pot) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 027 Vert(LL) -0.24 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.39 15-16 >738 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:122 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=1067/Mechanical,19=1067/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1842/0,3-4=-1842/0,4-5=-3235/0,5-6=-3235/0,6-7=-3396/0,7-8=-3396/0,8-9=-2330/0,9-10=-2330/0, 10-11=-2330/0 BOT CHORD 18-19=0/667,17-18=0/2678,16-17=0/2678,15-16=0/3456,14-15=0/3005,13-14=0/1324 WEBS 11-13=-1640/0,11-14=0/1247,8-14=-836/0,8-15=0/485,6-16=-274/0,4-16=0/690,4-18=-1036/0,2-18=0/1456, 2-19=-1232/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 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. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard tiskcO PRop tGNG'W4�? ojo%Iiid -9 87022PE c / w , may ',,OREGO (. (v Q S A,. He EXPIRES:06/30/2015 December 5,2014 t 4 A moms-Way design parameters and READ N31FS ON GftSA AND mom NUM REFERENCE PAGE Mit-7473 set 1,129/2010 DEMME E Design valid for use only with Mitek connectors.Thu design u lased only upon parameters shown,and is for an individual building component. la "y Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown u for lateral support of individual web members only.Additional temporary bracing to insure stability during construction u the responsibillity of the I1 @k erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Ml98 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 Informaiton available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95810 IfSouthern Pin.(IP)lumb r is specified,the,desists vatunaue these effective 06/O1f2O1.3 by MSC Job Truss Truss Type Oty Ply POLYGON R43351128 PL14-404_UPPER F15 Floor 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:45 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-7TIh87vIILe?l MbTingNNEK8E12Kg3RP5kNKLyCJzO 1.5x3 I I 0-10-8 2-6-0 1.5x3 I I� 1 2 3x4= 3 Scale=1:13.0 III YAM III 7 am 1.5x3= o .5x3 41111 5 , 3x4= 3x4= I 1 3-9-0 0.1 3-7-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid 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 0.06 Vert(TL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:23 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-9-0 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=154/0-5-4 (min.0-1-8),5=154/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard cO PRQ 4 870 2PE 'yfiAT OREGO • <tr �'4`f8E`R 1 CSS q He'‘ EXPIRES:06/30/2015 December 5,2014 4 / AWARNIMSi-Veer desiynraame€ersandREAD A U''SC`ITHIS ANL MIXED MPT£('REFERENCE MENU 7473mg-J/29/2014SE 4ENS?' Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an 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 responsibillity of the p A'T��• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BYB f fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualtiy Cdteda,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,95810 1#'Southern Pirre($1t)turrrbee 1s spiestfutst,the-design values are these effective 06/01/2013 by MSC Job Truss Truss Type Qty Ply POLYGON R43351129 PL14-404_UPPER F16 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:46 2014 Page 1 ID:L2O9JJu6omRCBuYOhH V69uyFHbu-bfs3MTwwWems8Gxn0P13vbnTae_n3y8befTwsnyCJz? p-8-41 2-6-0 Scale=1:41.8 4x6= 1.5x3 II 1.5x3 II 1.5x3 II 3x4= 1.5x3 ll 3x4= 1.5x3 I I 3x4= 3x8 FP= 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 g g e —111— g N d I/ 19 18 17 16 15 14 13 4x4 = 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 23-11-4 23-11-4 Plate Offsets(X.Y)— (19•EQge.0-1-8] 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) -0.22 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.37 15-16 >776 360 BCLL 0.0 Rep Stress Ina YES WB 0.76 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:119 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=1047/Mechanical,19=1047/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1621/0,3-4=-1621/0,4-5=-3070/0,5-6=-3070/0,6-7=-3286/0,7-8=-3286/0,8-9=-2275/0,9-10=-2275/0, 10.11=-2275/0 BOT CHORD 18-19=0/421,17-18=0/2485,16-17=0/2485,15-16=0/3319,14-15=0/2922,13-14=0/1296 WEBS 11-13=-1606/0,11-14=0/1213,8-14=-802/0,8-15=0/450,0.16=-308/0,4-16=0/724,4-18=-1071/0,2-18=0/1487, 2-19=-1135/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard fl,to PR()Fe CO ti��"INEc4,14 h' �01- 87022PE r to 04 7 -,, GREG•N r1© to -0), 0 A. HER EXPIRES:06/30/2015 December 5,2014 I t W4RMI!l,�-Verity design pram yrs and READ!C#£5 CN THIS MD DOMED MTV REFERENCE PAGE MIT 7473 set 1;23/2010 'tIBE Design valid for use only with Mick connectors.This design is based only upon parameters shown,and B 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 MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 8 fabrication,quality control,storage.defrvery.erection and bracing,consult ANSI/7PI1 Qualify Criteria,DS8-89 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 fern Psne[SP)timber,k speclfieaf,tlteutergers values ore these effective 06/01/2013 byALSC Job Truss Truss Type Qty Ply POLYGON R43351130 PL14-404_UPPER F17 Floor 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530$Jul 11 2014 MITek Industries,Inc.Thu Dec 04 12:12:47 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu3sORZoxYHyujIQW a7gISoJbs2NAoWPksPDUOEyCJz_ 0-1-8 4122 1 2-5-8 I 2-6-0 I Scale=1:27.9 3x4 II 1.5x3 II 1.5x3= 1.5x3= 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 e 5 r - - q Q _ 4. e� 4 e - o- 13 11 10 i 1.5x3 I I 355= 3x5= 3x4= 3x6= 0-7-4 6-5-121 I 16-0-12 15-5-8 1 0-1-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) 0.06 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.10 10-11 >999 360 BCLL 0.0 Rep Stress Incl NO WB 0.31 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:84 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 OF 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=666/0-2-12 (min.0-1-8),12=1125/0-3-8 (min.0-1-8) Max Grav9=674(LC 4),12=1125(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-1249/0,4-5=-1249/0,5-6=-1256/0,6-7=-1256/0 BOT CHORD 11-12=01773,10-11=0/1395,9-10=0/787 WEBS 2-12=-431/0,7-9=-975/0,7-10=0/582,3-11=0/603,3-12=-95510 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)9. 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. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)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 PR 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.004:E � fistr Uniform Loads(plf) Vert:9-13=-8,1-8=-80 � , ) O� Concentrated Loads(Ib) Vert:1=-400(2) 87022PE r''' On -713ER 4t A. HEP EXPIRES:06/30/2015 December 5,2014 4 r At4 NlM)-WsfydesiyapaasmeersandREADNN7ESOMTHISA/tOIM UOFDMITE(REFOIEfiCEPACEMZIT7473tec1,'29/261d81R)l(EtUSE 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 ill is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the i■' � ., 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 QuaMy Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Guile 109 Safely Informalon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Soothen.1 Floe tSin tune:fee is spechned.,the design eartures axe these reitherthre 06m0s/201s byA SC Job Truss Truss Type Qty Ply POLYGON R43351131 PL14-404_UPPER F18 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:47 2014 Page 1 ID:L209JJu6omRCBuY0hHV69uyFHbu-3SQRZoxYHyujIQW a7g1SoJg6205oWaksPDU0EyCJz I 1-7-D I I 2-3-0 I °1143 Scale=1:19.4 1.5x3 II 1.5x3= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3= 1 3x4= 2 3 4 5 6 0 o e 12 O 11 d 1 9 3x5= _ lL� 3x5 1.5x3 II 3x4= I 11-2-8 I 11-2-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) -0.05 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 7 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 10-0-0 oc bracing. REACTIONS. (lb/size) 10=482/0-2-12 (min.0-1-8),7=482/0-5-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-480/0,1-2=-391/0,2-3=-391/0,3-4=-713/0,4-5=-713/0 BOT CHORD 8-9=0/669,7-8=0/486 WEBS 5-7=-625/0,5-8=0/292,3-9=-357/0,1-9=0/581 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 4s.- t'6'PR OPen 4 870 2PE /,fit. 7 fiA ti©S 0REGb,. Ili ' . ".4,., \„.,\41?--N-- - \ ?q CO` BER - P AHEx EXPIRES:00/30/2015 December 5,2014 4 » t W4RNIMS ® .Veritydesiyn;ominous aad lY IES CM Sl/IS ANC IM2itE0?IIIEK REFERENCE PAM Ma 7473 coo 1 f29/2Ctd AFFONE//S Design valid for use only with Mild(connectors.Thu 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 u the responsibillity of the Bt iE'1�e 1."R erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPIl Quality Criteda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 1#Sas ly rePine )lumber umb ris sp Truss PlateInstitute,atiJes.urrnl effective QG{OIITOI3 by MSC 22314. Citrus Heights,CA.95610 Job Truss Truss Type Oty Ply POLYGON R43351132 PL14404_UPPER F19 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:48 2014 Page 1 ID:1.2O9JJu6omRCBuY0hHV69uyFHbu-X2_pn8yA2GOZNa5A8gLX?OsggShMXtMu53y1wgyCJyz 0-1-8 Hi 1-7-8 11 2-6-0 I 0-1148 Scale 1:38.2 4x4= 3x4= 3x4= 3x4= 3x6 FP= 3x6= 2 3 4 5 6 7 8 9 10 11 a ° e m a 2 a x 22 2, d a ......,,a N 1 UN a o a o 21 �A 18 17 16 15 14 13 12 4x6= 3x6 FP= 3x6= 3x5= 3x8= 3x4= I 22-7-8 I 92-7-8 Plate Offsets(X.Y)— [1:Edge 0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 022 Vert(LL) -0.17 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.29 14-15 >931 360 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:115 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) 18=978/0-5-8 (min.0-1-8),12=978/0-5-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 18-19=-978/0,19-20=-978/0,1-20=-978/0,1-2=-867/0,2-3=-867/0,3-4=-2507/0,4-5=-2507/0,5-6=-2911/0, 6-7=-2911/0,7-8=-2088/0,8-9=-2088/0,9-10=-2088/0 BOT CHORD 16-17=0/1830,15-16=0/1830,14-15=0/2850,13-14=0/2641,12-13=0/1202 WEBS 10-12=-1490/0,10-13=0/1097,7-13=-686/0,7-14=0/334,5-15=-425/0,3-15=0/840,3-17=-1193/0,1-17=0/1271 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard -‘Nt.0 PROre ENc[NE$. ✓o 0, ' 87022P'E. 7 m'0,,,, ORES N (155 AU EXPIRES:06/38/2015 December 5,2014 ®WARN!08-tfe.:tydes#ynpasametrsand REM I TES ON THIS AND MIMEDMIREKREFETSDMEPA5Etfu7473rex111512014SMARM 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 tens 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.Addtional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delvery,erection and bracing,consult ANSI/TPll Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informalon available from Truss Hate Institute.781 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine Mel lumber is wee#,the d¢sige values are lute attect7se 06/6112018 t AtSC • Job Truss Truss Type Qty Ply POLYGON R43351133 PL14-404_UPPER F22 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:49 2014 Page 1 1131209JJu6omRCBuY0hHV69uyFHbu-?EYC_UyooZBQ?kgMiXsmXDPOSs20GNJ 1 K)iaS6yCJyy Ia9-41 2-6-0 I 0-148 Scale=1:41.8 3x5= 1.5x3 II 3x6= 3x4 I 14x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x6 FP= 3x4= 3x6=- 1 1 2 3 4 5 6 7 8 9 10 11 12 i ,, oe AA -- °NN e o 219/ N ..I� e m e e e 20 19 18 17 16 15 14 13 4x6 = 3x6 = 3x6 FP= 3x5= 3x5= 305= 3x10= I 24-6-4 I 94-6-4 Plate Offsets(X.Y1— [1:Edge.0-1-8].[72:0-2-0.Edgel.[20'0-1-8 0-1-8].[21'0-1-8.0-1-8] LOADING(psi) SPACING- 1-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.15 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.24 15-16 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(rL) 0.05 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:129 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) 19=662/Mechanical,13=1792/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-20=-1142/0,20-21=-1183/0,12-21=-1142/0,2-3=-1064/0,3-4=-1064/0,4-5=-1969/0,5-6=-1969/0,6-7=-2102/0, 7-8=-2102/0,8-9=-1468/0,9-10=-1468/0,10-11=-1468/0 BOT CHORD 18-19=0/314,17-18=0/1604,16-17=0/1604,15-16=0/2123,14-15=0/1874,13-14=0/856 WEBS 11-13=-1044/0,11-14=0/758,8-14=-503/0,8-15=0/282,4-16=0/452,4-18=-668/0,2-18=0/930,2-19=-729/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1129 lb down at 24-2-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 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 SCO PR Ore 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ��<{G �) :O�3Y Uniform Loads(plf) Vert:13-19=-5,1-12=-50 Concentrated Loads(lb) Q 2� 1' Vert:12=-1129(6) s N / +. N - 'Oix OREGO • ti55 41 Ib �MR�'R 1'� EXPIRES:06/30/2015 December 5,2014 st AWAJWf4J`-Ver yu ydesptlol ints and READ IC 7E3 CM WS Ale DOMED HITEK REFERENCE MGE(MIT7473me1f1t/ (49Ef3REt Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Appl'lcabitty 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 to insure stability during construction is the responsibillity of the [YlT e�p erector.Additional permanent bracing of the overall structure is the responsibility of the bulding designer.For general guidance regarding ! fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crieda,DS6-89 and 6C-S1 Building Component 7777 Greenback Lane,Suite 109 Safe1455eu Information thasu Piitse(P)vtaxnbae roomels PlateInstitute, values are tease srlifestive Dow b,AMSC 22314. Citrus Heights,CA,95610 Job Truss Truss Type Oty Ply POLYGON R43351134 PL14-404_UPPER F23 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:50 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-TR6aCg2RZtGHcuFZFFN?4RxDaFT6?xRBZNRB YyCJyx Scale=1:17.5 1 2 3 4 5 6 7 8 9 lO d o a I, .. d N F e oF o F 18 17 16 15 14 13 12 11 10 l 10-7-8 10-7-8 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code IBC2012/fP12007 (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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 10-7-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard ��1' PR Cope co Ss) 0N�)N��� f0 Q 8 • 2 P /9f 7 `�..0, OREGO t" ``, 0��'�BER 1\ P\ A. HE EXPIRES:06/30/2015 December 5,2014 4 __ f A ICARNI -ye fydesiyn parameters arsi Rail N3 TES 0# MUSED USED MTTEK REFERENCE PAGE M11.1473 mc/125/20181/SE " Design valid for use only with Mtiek connectors.This design b based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component h responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ��� . erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,derrvery,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 Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern.Pine fSP$hentsea is specified,the design values art.Those e044that 06$5112013 byALSC Job Truss Truss Type Qty PlyPOLYGON R43351135 PL14-404_UPPER F25 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:51 2014 Page 1 ID:L209JJu6omRCBuY0hHV69uyFHbu-xdgyPA 3KBP8E2g1pyuEceUL7riDkFdKn1BhX?yCJyw 1 1-5-0 ii 2-6-0 1 Scale=1:38.7 1.5x3 II 4x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x6 FP= 4x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 d i : N m e e 9 Ak 18 17 16 15 14 13 12 1.5x3 I I 4x6= 3x6 FP= 3x6= 3x5= 3x8= 3x4= 22-2-0 I I 22-2-0 Plate Offsets(X.Y1— f1:Edae.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft LA PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.17 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.28 14-15 >952 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:110 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) 18=969/0-2-12 (min.0-1-8),12=969/0-2-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-971/0,1-2=-766/0,2-3=-766/0,3-4=-2432/0,4-5=-2432/0,5-6=-2861/0,6-7=-2861/0,7-8=-2063/0, 8-9=-2063/0,9-10=-2063/0 BOT CHORD 16-17=0/1743,15-16=0/1743,1415=0/2788,13-14=0/2604,12-13=0/1190 WEBS 10.12=-1475/0,10-13=0/1081,7-13=-670/0,7-14=0/319,5-15=-440/0,3-15=0/855,3-17=-1210/0,1-17=0/1206 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18,12. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacics,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. LOAD CASE(S) Standard �Rtp PR OpEs C kr 17 870221E <" 0 9 �A> GREG N ti, �� 5b. 8ER \' r s A. He �P EXPIRES:06/30/2015 December 5,2014 t o ®mums-Veer Align pafanxiars and RDOTES OHTNISN+ MIXED K REFERENCE PAGE HTS-J.73pan Y,119120I4BL £IISE mi .'Design valid for use only with Wel(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 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTQk" 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/T161 QuaBly Citteria,05B-89 and SCSI loading Component 7777 Greenback Lane,Suite 109 Safety Inform on available from if ate Infe10A1% ' ta. Citrus Heights,CA.95610 rt Ivr kspecifseat the aussuuls ate thesective0/ 22013byft& Job Truss Truss Type Qty Ply POLYGON R43351136 PL14-404_UPPER F26 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 Mitek Industries,Inc.Thu Dec 04 12:12:51 2014 Page 1 ID:L209JJu6omRCBuY0hHV69uyFHbu-xdgyPA 3KBP8E2gIpyuEceUMYfoVVkONKn1BhX?yCJyw II 1.51.5A2-1-4 I 2-6-0 TSx3 I I 1 2 3x4= 3 Scale=1:12.9 J Ft 5 4 3x4 = 3x4= 0(1- 4-10-4 0.1- 4-8-12 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) 0.00 5 "•' 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.08 4-5 >745 360 BCLL 0.0 Rep Stress!nor YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 26 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.186tr(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-4 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 10-0-0 oc bracing. REACTIONS. (lb/size) 4=208/0-2-0 (min.0-1-8),5=208/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard (-04G1 '0 PROF eS.r, 04G1NE vel 87022PE Vit' / 7 >, ©REGO q ' : LUQ �' ' IBER \4 ' Os, A. t—le? EXPIRES:06130/2015 December 5,2014 t e WARN -Vertytte_lipraraa tersand READ li37E5ONTHIS AND MIXED MIEKR€FERENCE torr 7473 Fag 1/25/2016BO' USE Design valid for use only with Meek 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 responsibility of the B{ 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 Quality Criterla,DSB-89 and BCSI Building Component Safely Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria.VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights.CA,95610 if SouthernPInefSn)lumbaeis coed the design.:vetoasare these effective O€/O1f2O1.5 isyALSC Job Truss Truss Type Qty PlyPOLYGON R43351137 PL14-404_UPPER F28 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 S Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:52 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-QpDKcW?h5UX?sBPxNgPT9s1Vp31mTgyTOhwF3RyCJyv 1 1-1-4 1 2-6-0 1 Scale=1:42.8 1.5x3 II 4x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4=3x6 FP=1.5x3 I I 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 i AS/ g• e 0 9 Z Z Z Z e e 19 18 17 16 15 14 13 3x4 = 4x8= 3x6 FP= 3x5= 3x5= 5x6= 3x4= 1.5x3 SP= 24-6-4 I I 24-6-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 027 Vert(LL) -0.24 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.40 15-16 >728 360 BCLL 0.0 Rep Stress Incl YES WB 0.73 Horz(TL) 0.08 13 n/a n/a Weight:121 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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=1073/Mechanical,19=1073/0-3-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1902/0,3-4=-1902/0,4-5=-3280/0,5-6=-3280/0,6-7=-3426/0,7-8=3426/0,8-9=-2345/0,9-10=-2345/0, 10-11=-2345/0 BOT CHORD 18-19=0/735,17-18=0/2731,16-17=0/2731,15-16=0/3494,14-15=0/3027,13-14=0/1331 WEBS 11-13=-1650/0,11-14=0/1256,8-14=-846/0,8-15=0/494,6-16=-265/0,4-16=0/680,4-18=-1027/0,2-18=0/1447, 2-19=-1268/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard , O PROF �s s. ��� AGN GINE --z tea,-9 87022PE r' -7_,, A„),OREGON 1,4.,W 0 B EFt 11 P A. Hen EXPIRES:06/30/2015 December 5,2014 t _. QMAIM ricsiynparamisGH rsandREADP IESEMS IMII/EOMVP(REFEPEMEPAGE MET.7473mt.1,/28/24!4RE IlEIZE 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 T is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mile " 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/1161 Quality Criteria,DSB-89 and SCSI Banding Component 7777 Greenback Lane,Suite 109 Safely tSo ern Pirl(WI lumisar is specified,the design vetoes are/trate Suite /itUf2O13 MSC Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351138 PL14-404_UPPER F40 FLOOR SUPPORTED GABL 14 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 S Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1253 2014 Page 1 I D:1.209JJu6om RCBuYOhH V69uyFHbu-uOnigs?JsofsULz7xNwi i3ZkLT VtC IgdFLgobtyCJyu I 1-0-8 I 1.5x3 I I 1 3x4= 2 Scale=1:13.2 2 4 ♦�♦♦♦♦,.�...Ve .. 1.5x3 II 3x4= I r r 1-3-8 0-.3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 4 "`"' 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 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=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard ,?,EO PROpe .,s,; tkG'NE ,s.4., 17 4 87022PE N y '0,), OREGO e �� 00N. �41BER 11 Pte . A,. HERS' EXPIRES:06/30/2015 December 5,2014 1 I A wArdvms-Vr(/deu#ynpu;ameets3rdREAD IC TES GM MIS AM MIXED 1f:FEK REFERENCE PAGE MIT 7473rec3/2WW2014BMA t ra... 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 MI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ��� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage.delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informaton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. if Scuthere Pine tSP)lumber c?Fied,the design cables ace tame effective 06/e1fEG1.3 byALSC Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351139 PL14-404_UPPER F41 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:53 2014 Page 1 I D:L209JJu6omRCBuY0hHV69uyFHbu-uOnigs?JsofsULz7xNwii3ZkQTVuC IgdFLgobtyCJyu I 0-11-4 1.15x3 II 1 3x4= 2 Scale=1:13.2 I 1 r • ♦���I„.„� 1.5x3 II 3x4= o-03 1-2-4 I 1-2-4 LOADING(psi) SPACING- 1-0-0 CSI. DEFL- in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 4 *'*" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012JTP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-2-4 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) 4=29/1-2-7 (min.0-1-8),3=29/1-2-7 (min.0-1-8),3=29/1-2-7 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard �� ° PROFe �5 Cry �cNGINEe9 gyp, "57 :870 2PE cv 7 'd,,; OREGO (P Ili °O0 '44,,/ R 1'' P.4 'S A. He- EXPIRES: e b EXPIRES:06/30/2015 December 5,2014 4INaLEO tWHAMTF3 A� -Way de€ parameters7714G n parameters asd READ IES ON THEM NITE,K REFEREME /417 ACE 7473 reg.1179/20149EF: t/" . Design valid for use only with Mirek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design 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� ' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �YB 1 fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/tPll Quallly Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely herneine(SPavailable voillumberr�m Plate design 78 .arrLee th ece e00/01/2e Alexandria, 22314. c a. Citrus Fleigh[5,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351140 PL14-404_UPPER F42 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:54 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-MCL51 C0xd6nj5VYKU5SxEH6vatr3xlwmU?PL7KyCJyt 1-6-4 1.5x3 II 1 3x4= 2 Scale=1:13.2 1.5x3 11 3x4= 1-9-4 1-9-4 LOADING(pst) SPACING- 1-0-0 CSI. DEFL- in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) 0.00 4 4"*** 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:13 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-9-4 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=45/1-9-8 (min.0-1-8),3=45/1-9-8 (min.0-1-8),3=45/1-9-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard c,0 PR OpFs(.9 .aGINE6-,9 z„, 87022P'E -7� c-‘‘'�,,,C>REG+N ©i S A. He P EXPIRES:06/30/2015 December 5,2014 + e A kfA1(85P/3-Veay deti9n pasanmers xSI1 READ f 7FS ON THIP AND MIMED MED MPFFI REFEP€EM7 PAGE MIL 7473 ms 1128/2014B!FO2FGSE Design valid for use only with MiTek 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 responsibillify of the BL erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regardng MiTek' A'B' ar ke fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/DP11 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 MS"zuttterna.Pine(SP)taamber is 1 f,sme design v= ane afietstiwe 06/02120.1 3 byAkSC Job Truss Truss Type Qty Ply POLYGON R43351141 PL14-404_UPPER F43 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:54 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-MCL51 C0xd6nj5VYKU5SxEH6vMtr8xlwmU?PL7KyCJyt 1.5x3 II 1 4x4= 2 Scale=1:13.3 L 1.j t _� 4 3 1.5x3 II 4x4= 0.G-0 0-11-0 I 04-2 0-11-0 Plate Offsets(X.Y)-- [1:Edge 0-1-8].[3:Edge.0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/1-PI2007 (Matrix) Weight:10 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-11-0 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=22/0-11-2 (min.0-1-8),3=22/0-11-2 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard Ivo PROFes '• 87d22PE 0, 7 '3',,, OREGO ti�©� b 0' 4IaER \\ P A. H EXPIRES:06/30/2015 December 5,2014 4 __ $ ®[1iLRAtlt3.Verity Align pasamesrnsad READ fCrESONMF/(SAND MMCLGSE0MITER REFERENCE i HIT.7473mx1/2/2S1S DEMME Design valid for use only with MEek connectors.Thu design is based only upon parameters shown,and h 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 ■T is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilliy of the IXI�lek= erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 !l fabrication,quality control,storage,delivery,emotion and bracing,consult ANSI/TPI1 Quality Cdleria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informallon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Strash.em P se9EP)soma ee it sp.eeiritid.ma mesas values ace effective 06/0112013 byAMSC Job Truss Truss Type Qty Ply POLYGON R43351142 PL14-404_UPPER F44 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:55 2014 Page 1 I D:L209JJu6omRCBuYOhHV69uyFHbu-gOvTFX1 ZOPvajf7 W2ozAnUf4?GAMgCAwif9vgmyCJys I 0-10-0 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 0 4 711.7 1.5x3 11 3x4= r r I 1-1-0 0 r 2 1-1-0 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 4 "'"" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:10 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-1-0 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=26/1-1-2 (min.0-1-8),3=26/1-1-2 (min.0-1-8),3=26/1-1-2 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 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. LOAD CASE(S) Standard ,if,ED PR ores `0-x IttlE, `rf0 870 2P'E U? g. coA,,„), O-Pon REGON A. EXPIRES:06/30/2015 December 5,2014 A WARNl°r-Verify design raranRers acrd READ t 7£S OM)NPS ANL MIXED ED I TV('R€FfkENCE PAGE MPI 7473 te;'.1/1512010FIFOREIJSE Design valid for use only with Mitck 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 111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �B erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Mi eIC fabrication,quality control,storage,derrvery,erection and bracing,consult ANSI/IPI1 quality 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 ItSouthern Pi„e(S t,.rmtaasIsamu-Mod,OM gnveisuesare Vieth cltesrive06/o1/2Gx.3WALK Job Truss Truss Type Qty Ply POLYGON R43351143 PL14-404_UPPER F45 FLOOR SUPPORTED GABL 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:55 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu gOvTFX1ZOPvajf7V12oz4r1Uf4eGAKgCAwii9vgmyCJys I 1-3-0 I 1.5x3 I I 1 3x4= 2 Scale=1:13.2 0 4 ,� , a1..5�x3 II 3x4= ab'-4 1-6-0 I 1-6-0 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-6-0 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=38/1-6-4 (min.0-1-8),3=38/1-6-4 (min.0-1-8),3=38/1-6-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard .'sit PR Oreco 870 2PE / tp 7 �A� OREGON tid,„(1./4I SER ,r Cbs, A. H .# EXPIRES:06/30/2015 December 5,2014 4 / AWARNJ?41..Verity deaiga parameters sod READ 8TFSONTFWWSAn IMCE.DEDMITEIREFEEREM:IPAGEMIT7473meS/2/2014 BECAME 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 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 tracing,consult ANSI/TPll QuaBly Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety.Ithens Pinel lumber is sperel the eleeslgur jinn areee�s.efe�e 08/03/2013 beAA.5C4 Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON PL14-404_UPPER F47 FLOOR SUPPORTED GABL 3 1 R43351144 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:55 2014 Page 1 ID:L209JJu6omRCBuY0hHV69uyFHbu-g0vTFX1 ZOPvajr7W2ozAnUf4AGA0gCAwif9vgmyWys 7x10 II 1 2 Scale=1:13.3 0 0 N 4 3 7x10 II 0-9-0 0-7-4 Plate Offsetso- 0-7-4 (X.Y)— [1:Edye,0.1-8],[4�Edge 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (Ioc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -Q.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:9 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-7-4 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=26/0-7-8 (min.0-1-8),3=26/0-7-8 (min.0-1-8) FORCES, (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard <cRt-D PR op 44, Q 870 2PE 17 CV 1 4j,°REGO ti 1v 1b.6'48ER 1A P� A. HE EXPIRES:06/30/2015 December 5,2014 4 t ®KAM .Verity rdeaign parairkters a nit READ IMES ON THIS AM IX:MED ED iHITE('REFERE.A PAGE Ka 7 473 rl_c t,/Z5/2014BUMF ISE 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component Safety Infomrafon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,GA,9561 D 1f Southern Pine ISP)launtner is ebb ed,,the eestga vafucs as*these effete-thee OG/01/2013 by A Sfi Job Truss Truss Type Qty Ply POLYGON R43351145 PL14-404_UPPER F50 FLOOR GIRDER 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:57 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-mn1DgD3gw191yzHvAD?esvkNF4gK8?DDAze?keyCJyq 0-1-8 H Ia7-4 I I 1-4-12 II 2-6-0 I Scale=1:31.0 3x4 II 3x5= 4x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x4 II 1 2 3 4 5 6 7 8 179— 71 ,\.2z. 2. z .,2,.. 2 N e e • - 15 13 12 11 10 4x6=3x4 II 4x5= 3x5 = 3x5= 3x6=- 3x5 3x5= 1-1-4 18-3-0 0.0.1111-1-122 I I 17-1-12 0-1-8 Plate Offsets(X.Y)— 11:Edae.0-1-81.115:0 1-8.0-1-81.116:0-1-8.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.04 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) -0.09 10-11 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:103 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, Except: 10-0-0 oc bracing:11-12. REACTIONS. (lb/size) 10=714/Mechanical,14=1498/0-5-8 (min.0-1-8) Max Horz10=-1130(LC 4),14=1130(LC 4) Max Grav10=718(LC 4),14=1498(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 15-16=-661/0,1-16=-644/0,2-3=-520/114,3-4=-520/114,4-5=-1599/0,5-6=-1599/0, 6-7=-1442/0,7-8=-1442/0 BOT CHORD 14-15=-304/0,13-14=-1308/0,11-12=0/546 WEBS 2-14=1449/0,2-15=0/710,8-10=-1098/0,8-11=0/680,6-11=-276/0,4-12=0/529, 4-13=894/0,2-13=0/940 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Non Standard bearing condition. Review required. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-PI 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. ��DPR��F 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)640 lb down at 0-3-0 on top chord �G( Ofr��� The design/selection of such connection device(s)is the responsibility of others. 8)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 8 1 2PE l 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) iV Vert:10-15=8,1-9=-80 j, fit# / *' 1 U) Concentrated Loads(Ib) y 44/ 4)lb OREGO • (y"O 4. HERS EXPIRES:06/3012015 December 5,2014 4 4 A WASNIM3-Veriydesign parameters and REAP NOTES GN MIS AM 1M ISE4 MITEK REFERENCE 1417.7473 reg.I/29/22fl4 WW1& migm 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 responsibilitty 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/T911 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information Plate Institute,7aacStast,Suite Alexandria, a. ceras Heights,CA,95610 to ivarre � from s t °auess eStreet, .ASC Job Truss Truss Type Qty Ply POLYGON R43351146 PL14-404_UPPER F51 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:57 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-mn1DgD3gw191yzHvAD?esvkNR4nZ8??DAze?keyCJyq 0-1-8 H 1°-8-121 I 1-6-4 I I 2-6-0 Scale:3/8"=1' 1.5x3= 4x4= 1.5x3= 4x6= 1.5x3 II 3x4 = 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 0 • lE NIk- 0/V. - ' o • 16 b 15 ' 13 12 11 10 1.5x3 I I 4x6= 4x5= 3x5= 3x5= 3x4= 1-1-4 -12 I I 18-3-0 I 0.110-11-12 17-1-12 0.1-B Plate Offsets(X.Y)— j1:Edge 0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.07 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.11 11-12 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(TL) 0.03 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:98 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No,l&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=1262/0-5-8 (min.0-1-8),10=726/Mechanical Max Grav14=1262(LC 1),10=744(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-584/30,3-4=-584/30,4-5=-1634/0,5-6=-1634/0,6-7=-1448/0,7-8=-1448/0 BOT CHORD 12-13=0/1253,11-12=0/1683,10-11=0/883 WEBS 2-14=-830/0,1-14=-487/0,8-10=-1094/0,8-11=0/701,6-11=-291/0,4-12=0/503, 4-13=-861/0,2-13=0/967 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down at 0-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � � PR DFfis LOAD CASE(S) Standard GJ GINE 'S1 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 N 0 Uniform Loads(plf) 41/ Vert:10-15=-8,1-9=-80 87022PE. Concentrated Loads(lb) Vert:1=-400(F) Tv',0), OREGO t, 11l� O BER A `© ©S A- HRP EXPIRES:06/3012015 December 5,2014 4 4JtJ/7/f3 Warfel*paanlemrssw/READ t EESONTHIS AND MIX EDtill?fRtUE-UM"EPAGE Naa7473 mg.:fr/Z9/2S3dDEW USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1f Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 1111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informalion available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern.Pine p)turritkeis spot:ihen,tisedestge vtues en tOIase e#eccive 06/05/2013 by MSC Job Truss Truss Type Qty Ply POLYGON R43351147 PL14-404_UPPER F52 FLOOR SUPPORTED GABL1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:58 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-EzbbtZ3ShKH9a6s5jwWtP7HaUUC_tYWMOdNZG5yCJyp I 1-1-8 I 1.5x3 II 1 3x4= 2 Scale=1:13.2 4 - o •��������I* a ��� 4:',41 ♦...♦ Ni♦ 1.5x3 II 3x4= 0. 1-4-8 I 0-0S-5 1-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-4-8 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=69/1-4-13 (min.0-1-8),3=69/1-4-13 (min.0-1-8),3=69/1-4-13 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard ,i\t0 PROre s .87022P• •"0 R GON q, NI CIO BER1 V . Sk He EXPIRES:06/30/2015 December 5,2014 I 4 A biAFINTM3-Verifydussign paramem s a:id READ IVIES ONMIS AND MUM HPTEK REFERENCE ACE HU 7413 ma 1/1/2/11 R REUSE Design valid for use only with Wet 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 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 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 N SauthernPhne(EP)is r toms sp:ecifteat.the#esi&n.:veluea atethese effective 06/03f201.5 Ivy MMSC Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3/' Center plate on joint unless x,y p y 4 offsets are indicated. I (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. Ilb, 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. 0'1/16" 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves iliii may require bracing,or alternative Tor I �_ p bracing should be considered. INIAllor �� 3. Never exceed the design loading shownand never O stackmaterialsoninadequatelybracedtrusses.o v i d i s h s s i g t i l For 4 x 2 orientation,locate C7-8e� cs a 4 designer,erection isupervisorr,,sproperty ownerand plates 0 'ri ' 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 1. 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-1352,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 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 by symbol shown and/or SYP represents values as published specified. by AWC in the 2005/2012 NDS by text in the bracing section of the 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. I Indicates location where bearings (supports) occur. Icons vary but16.aDo not cut or alter truss member or plate without prior ■M O reaction section indicates joint ©2012 MiTek®All Rights Reservedapproval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MN NM 18.Use of green or treated lumber may pose unacceptable �— environmental,health or performance risks.Consult with Industry Standards: project engineer before use. Mill ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component SafetyInformation, MiTeke20.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