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Plans (27) 4,1,5 ; v -000f5 5-s F r�L✓ SJ-t Aar RECEIVE ® FEB 18 ?.O UV OF TtGA9D MiTek° BUILOINC MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL 14-404_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 ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. �e4tD PR Opt, tiNGlNE9 rp Co 87022P, r 4�, OREGON n5 4/ "Ao , $ER ,t:0,4) 4S A. N 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 ANSI/TPI 1. Job Truss Truss Type Qty Ply POLYGON R43351115 PL14d04_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:L209JJu6omRCBuYOhHV69uyFHbu-T9a8dOmmaf7i4GSHmAZOurkDSPgOVVCBgeEgkv1 yCJzC 3x6 I 1-3-4 3it6 II 1-6-0 I3x6 11 1 6 2 7 3 Scale=1:13.1 0 0 rsrx �`� ,.vii I�' d 5 4 6x6= 6x6 I 3-3-4 I 3-3-4 LOADING(ps() SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft L/d 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) Concentrated Loads(Ib) 50 �s c� NEC� Vert:6=-1007(F)7=-1007(F) .q' it 0 0. 870 2PE to cv 7 ''02,OREGb; 4 to Cu . 4i 0 •• 'SA. NERP EXPIRES:06/30/2015 December 5,2014 aa AtW(NI -Verity,desiyapaamcersand READ MR'S ONTHIS AND IRtIIILE0!dITEKR€FEREt,EPAGE t4II7473roit.1125120108Lf08EUSE 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 A 16iTe ° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely IMiamr Plate 781 N. tuAa. Citrus Heights,CA.95610 If SMaTruss iethe-ties-tat n�atthc Alexandria, a8 byA Job Truss Truss Type Qty Ply POLYGON R43351116 PL14-404_UPPER F02 FLOOR GIRDER 1 2 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 1212:34 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-xM8XrMnOLyFZiQ1UJu5FQ3HJgpriFaUgtuZIRUyCJzB 1 1-9-0 1 1-9-0 I Scale=1:26.3 2x4 II 5x10 = 1.5x4 I I 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/I I Ill 1:1_7/ ,/V El 2, N e l e e 13 12 11 4x8 MT2OHS= 6x10= 3x8= 6x10= 4x8 MT2OHS= I 14-10-8 I 14-10-8 LOADING(ps() SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl 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/TP12007 (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 2400F 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/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 ocT PR Op,. be attached to walls at their outer ends or restrained by other means. 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 ,`Cj AGI N� f0 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 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, 44.7 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 87022P 9l 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. a A LOAD CASE(S) Standard +- 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ' �'O� OR. GON ELS,44/ 1) Uniform Loads(pit) AP Vert:10-14=-5,1-9=-50 OctC1 �WE3ER >> P�� Concentrated Loads(Ib) cA He 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:06130/2015 December 5,2014 4 ®1454581Mi-Vedl'rcteuiga paraatemrsand REAP N2IFSONINISAM)MUSED MINK REFERENCE PAGE 1117.7473mc1/28/2514BEFOREISE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 11. 11111 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 Mire le 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/1911 Qualify Crifeda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Sate 109 Safely Intormalton available from Truss Plate institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus He 1frttern Piste Welber is apestfied,the are those eituxttseoGtf/2Oss by SC ghfs,CA,95610 bau 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:L209JJu6omRCBuYOhHV69uyFHbu-xMBXrMnOLyFZiQ1 UJu5FQ3HTUpONF¢gtuZIRUyCJzB 1-6-4 1.5x3 II 1 3x4 = 2 Scale=1:13.2 L 7 e 4 3 1.5x3 II 3x4= I 1-9-4 I 1-9-4 LOADING(psi) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Lid 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.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/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 ti,40 PR Ore. 2 .87022PE SOr / 7 cl‘'0),OREGO n. ,44// .P 41, .\ A A He EXPIRES:06/30/2015 December 5,2014 e 4 A K'AM MS-Ye trdesign rara1Eers aid READ Kra ON THIS AND MUM EL1 MIIEK REFER.ENCE PAGEMMIF 7473 mt.:t/29/220/4 d r F Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IMB fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/1PI1 Quality Cdten°,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 if Safely Information Pin.(SPl availablee is Truss Plate thee Institute, n vetoes of'chase Suite Alexandria, my 22314. Citrus Heights,CA,95610 (Job (Truss (Truss Type I Qty I Ply I POLYGON PL14-404 UPPER F04 FLOOR GIRDER 2 R43351118 1 :12:35 2014 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek ID:L209JJu6omRCBuYOhE69uyFHbu-PYiVinOSGOPJabgtbcUzGgec 04 clCFs 1Kz6YJgemvyCJzA 1-0-8 11 2-0-0 I Scale=1:37.9 5x6= 1.5x3 I I 4x4= 1.5x3 I I 354= 3x4= 1.5x3 I I 3x4= 1.5x3 I I 1 2 g 4 5 6 3x6 FP= 1.5x3 I I 4x5= 3x4 I I 4I!1u \ iEI !jpF 19 18 3x4 11 5x5= 4x6= 3x6 FP=- 1.553 17 16 15 14 3x5= 3x5= 1.5x3 SP= 456— 356= I 22-2-0 Plate Offsets(X.Y)— [1:Edge,0-1-ft],(21'Edge.0.1-8] 2 0 I LOADING(psf) SPACING- 1-7-3 CSI. TCLL 40.0 Plates Increase 1.00 DEFL- in (lac) Vdefl Ud PLATES GRIP TCDL 10.0 TC 0.19 Vert(LL) -0.16 16-17 >999 480 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.26 16-17 >999 360 MT20 220/195 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 WB 0.57 Horz(TL) 0.06 14 n/a n/a Code IBC2012/TP12007 (Matrix) LUMBER- Weight:120 lb FT=0°h F,0%E TOP CHORD 2x4 DF No.1&Btr(flat) BRACING- BOT CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except WEBS 2x4 DF Stud/Std(flat) end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/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/TPI 1. 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) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 4c� ��©Ffis Uniform Loads(plf) Vert:14-21=-8,1-13=-80 \� 'C' 47. slO Concentrated Loads(Ib) 17 Vert:22=-5(B)23=-5(B) $3V 2PE t 7 �'°�,, OREGON Q) 4i/r �A, �M$'ER �,� 4) �` A. H E EXPIRES:06130/2015 ° December 5,2014 A KAFsfff -t erifydesip paamEtvrs and REE,40 N dES ON THIS AND V'MIISE4 7E f REFERENCE PAGE ma 7473 me 1,/Z#/201C9FOR ME B Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility 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 Qualify Criteria,DSB-89 and BCS(Building Component ��Gek, Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 1t5avtlae€n place$ )1asm sr 1t saclTicst,ttse tiesige vatu�s ace these a gct±ve fg9/loi#try ALEC 7777 Greenback Lane,Suie 109 Citrus Heights,CA,95610 Job Truss Truss ype sty Ply POLYGON R43351119 1 1 GABLE Job Reference o•tional pL14-404 UPPER F06 7.530 S Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:37 2014 Page 1 ID:1209JJu6omRCBuY0hHV6 uyFFIb i MxpfTOpHdte7Zul3?Oe 0412.1014S3CGPage 1 yCJzB Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 0. 8 Scale=1:38.6 3x6 FP= 17 18 19 20 8 9 10 11 12 13 1415 16 20 1 2 3 4 5 6 7 ILLL 42 N 41 �B . . .. . .. T . 29 28 27 26 25 24 23 22 21 40 39 38 37 36 35 34 33 32 31 3x6 FP= 6-8-0 8-0-0 9-4-0 10-6-0 12-0-0 13-4-0 14-8-0 16-0-0 17-4-0 18-8-0 20-0-0 21-4-0 22-8-0 3-5-1 1-4-0 2-8-0 4-0-0 5-4-0 '-• '„• .'• . • • • '-' • PLATES GRIP SPACING- 2-0-0 CSI. DEFL. in (IOC) I/deft Lid PLATT20 GRIP LOADING 40.0 TC 0.05 Vert(LL) n/a - n/a 999 TCLL 40.0 PlatesumbrIIncrease 1.00 BC 0.01 Vert(TL) n/a - n/a 999 TCLL 10.0 Lumber Issrease Y1.ES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCLL 5.0 Rep Stress IncrOlt YES Weight:110 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) BRACING- TTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except TOOMBER-P CHORD 2x4 DF No.18Btr(flat) s. a i ve end verticals.BOT CHORD 2x4 DF No.18Btr(flat) BOT CHORD endRigid rtiadirectly applied or 10 0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) 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 no) PR OFe %�0.iN e 870 2PE Wi 4t cn ' ‘‘A OREG N �7' s�BER 1 4e'4 A. He EXPIRES:06/30/2015 December 5,2014 SA PLIES ON 7ed only un parameters shown,and is for an ;sc'S ». @9A.kPff?P3Way de_==:gm,�araammrs atd READ H.8 AtdL I;Xs.tf.'�€Q k,'f€X k€F€rt€Nf€PAGE HIT 7473 seg f�2�P&�Lf.4€!/5€ Dual building component. esin valid for use only with MiTek connectors.This design is of design parameters and proper incorporation off componentntis re ponsibility of building designer--notdtruss designer.Bracing shown '� p is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 7777 Greenback Lane,Suite 109 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Citrus Heights,CA,95610 Safety In1fon,quality control.storage,dlivery,erection onnaBon available from Truss Plate Institute,781 N.Lee dd Street,Suite 312,Alexa,consutt lndria,VVYA22314.rited ,DSB-89 and BCSI Building Compont tfStfuthetra Piref&Pf turetaffris rinea.that design-yahoo are these" ec`;"f003,41ss:3auraSC Job Truss Truss Type Oty Ply POLYGON R43351120 PL14404_UPPER F07 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:L209JJu6omRCBuY0hHV69uyFHbu-MxpfTOpHdte7Zul3?oey2hv_U01zS3CGZsoy2pyCJze 0 1118 Scale=1:18.4 1 2 3 4 5 6 7 8 9 10 0 23 0 0 d N 0 0 20 _ _ _ - _ - _ ._ e e- e o 0 0 0 0 22 .. • . . 4 19 18 17 16 15 14 13 12 11 3x4 = 1-4-0 2-8-0 I 4-0-0 5-4-0 6-8-0 1 8-0-0 9-4-0 10-8-0 111-1-8 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 140 1-4-0 0-5-8 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d 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/TP12007 (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. (Ib)- 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 ticc'Eo PROFF6' co r% `-C7 $7022PE pc" ad y �',, GREG N �Q �ti cbs,°4iBER \\ �, . A,. HER EXPIRES:06/30/2015 December 5,2014 I ®maw,Nutty del*rarouseers and Kusa)MIT 0H WS AND MUM M.TfEK REFERENCE PAGE Mu 7473 mc T/28/MI6 BEMUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Mil 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 responsibillily of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IMIi Eek• fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria.VA 22314. COns Heights,CA,95610 €f 5aasthese Pine{S>)tum8aea is specified,the design values are These effective 06/01/2013 tzyA:SG �9 Job Truss Truss Type Qty Ply POLYGON R43351121 PL14-404_UPPER F08 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 12:12:38 2014 Page 1 ' ID:L2O9JJu6omRCBuYOhHV69uyFHbU-g7NlgjgvOBm_A2KFYk9BbvSAnQNKBWSQolAXVaFyCJz7 DM 1 2 3 4 Scale=1:13.0 — _ J 10 _ d O N _ — — I 9 ... . . .... . ...... 8 7 6 5 1-40 I 2-8-0 I 3-8-8 I 1-4-0 1-4-0 1-0-8 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d 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 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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. (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 9 �E0 PROFes SSvtiNGI � s�.00 -37 Q 87022PE < A OREGO R© 4/ 0 :48ER 1As tis A. He EXPIRES:06/30/2015 December 5,2014 1 f ®OJtNI%-Verify design parameters and READ tIO TES ON THIS AM MECO Kra REFERENa ACTE MIT 7 473 res l/15/201 BETA t/SE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and a for an individual building component. �x Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ,,J` is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTeR" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,defrvery,erection and bracing,consult ANSI/TPIl Quality Criteria,DS11•89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Skeet,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 if Southern Pine ISM tumfseeit spec4'izd,theufesiga matues are those effective 06/0111013 byA SC Job Truss Truss Type Qty Ply POLYGON PL14-404_UPPER F09 GABLE 1 1 843351122 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.530 s Jul 11 2014 Welt ID:L2O9JJu6omRCBuYOhHV69uyFHbuJXQu3 9Vuro6 R6RgInc.Thu Q76�1ggjVwzgZ1:39 2014 AH36hyCJz6 0--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 - - r t a 42 0 d Na N 41 nnnnn - 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 2-8-0 4-0-0 5-4-0 16-8-0 18-0-0 I 9-4-0 10-8-0 112-0-0 � 13-4-0 14-8-0 16-0-0 f 17-4-0 18-8-0 20-0-0 21-4-0 22-8-0 I 24-3-0 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 1-4-0 1-7-0 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid 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 Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:112 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 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 "‘CC-'?'tD RROf �5 tiNGI��Q `�'O 144 2 .870222E r -7 �-0), OREGeN (6,-. p' �ti A. HERS EXPIRES:06/30/2015 December 5,2014 e ®OWNS-Verity design;ararwrs gAd READ/4C.TES CH THIS ANC mom MI7EK liEFERENCE PAr..z HU1973rex.I,}s9J213£€ oit!6€ e Design valid for use only with M7ek 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 is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITek` fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,059-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights.CA,95610 7777 Greenback Lane,Suite 109 if Southerrr.Pine(Sp)lumber is specified,the aarlt€u.s are those effective a Live x&/03.12013 byALsc s Job Truss Truss Type City Ply POLYGON 843351123 GABLE PL14-404_UPPER F10 Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:40 2014 Page 1 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon ID:L2p9JJu6omRCBuYOhHV6uyFHbu-mWVo5Pr9wo0iQLUeg8BfgKXWED3ofPziFgOcflyCJz5 0Il8 Scale=1:28.3 o a o 7 8 9 10 11 12 13 14 1 2 3 4 5 6� • L a d _ L. • � a ^ 3C x d N m O 29 XXXXXXXXXXxXXX;XXXXXxXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0l 14-8-0 16-0-0 l 17-3-0 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 1-3-0 LOADING(psf) PPACING- 2-0-0 CSI. DEFL. in (Inc) 1/defl 1../d PLATES GRIP 40.0 TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/0- 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 15 n/a n/0- Weight:81 Ib FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF No (flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Stdd/Std(flat) OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 17-3-0. (lb)- 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 �c D PROI � ti�Gl � X029 ,c 870 2PE. tli :00,SC REDO ' q�' 4.1418ER 1'A �4 Al. Hex- EXPIRES:06/30/2015 December 5,2014 t e ®ikARAIMS.Ver'tydes:gra parar emrs a:1d READ IC TES CM THIS AM Lot' t1"E€7£d17ES REFERENCE PACE Nu 7473 sec 4,/2512614 BLS USE " Design valid for use only with Mirek 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's responsibility of building designer-not truss designer.Bracing shown � e� B for lateral support of individual web members only.Additional temporary bracing to insure stability during construction k the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Citrus Greenbackea, L ne,Su teSourirn Information available iu ass Truss Plate Institute, dt gn tum am Street,ftctive0/01124si3byMSCa. Job Truss Truss Type Qty Ply POLYGON PL14-404_UPPER F11 GABLE 1 1 843351124 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu ID:L209JJu6omRCBuYOhHV69uyFHbu-IuddYW5tPSQGOffeOnZ 04 711csp1IG7JS?8V:12:42 2014 jjjOyCJz3 Scale=1:18.4 1 2 3 4 5 6 7 8 9 � = J • 20 • d N • 19 ~U ti .. — — — 18 17 16 15 14 13 12 11 10 1-4-0 2-8-0 4-0-0 1-4-0 I 1-4-0 1-4-0 I 1-4-0I 6-8-0 j 8-0-0 I 9-4-0 9-9-12 1-4-0 1-4-0 1-4-0 j 0-5-12 j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d 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.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 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(lb)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 <(-,c0 PROpe. C \AG1 NE `sO 87022PE �< / % OREGO fP 44th os & HE EXPIRES:06/30/2015 December 5,2014 I A K:MI//3 4i Py design aramcters and READ IYOISS cw THIS AND MIMED MTV( Na PAGE 14111473 rec 1/251201e&Ey.,RflJ E t 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 1£ o for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the BL�{ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITek" fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bufding Component Safety Information available from Truss Plate Institute,781 N.Lee Sheet.Suite 312,Alexandria,VA 22314. CUusHeghts,CA,95610 7777 Greenback lane,Suite 109 Southern cert,tsedesgn.yetoesares eft 0(402/2013 lyA.L5C n TrussMil Truss Type Qty Ply POLYGON JObR43351125 Floor 3 1 PL14-404_UPPER F12 Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:42 2014 Page 1 Pacific Lumber B.Truss Co., Lake Oswego,Oregon ID:L209JJu6omRCBuY0hHV69uyFHbu-iudYWStPSQGOffeOnZE711cgg1hV7CY?jBYllOyCJz3 0-1-8 H I 1-6-0 II 2-6-0 I Scale=1:30.0 4x4---- 1.5x3 1.5x3= 1.5x3 II 1.5x3 I I 1.5x3= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4= 6 7 8 1 2 3 4 5 e e 15 o re 4 N :2____ 14 ti 12 11 10 9 1.5x3 II 4x5= 3x5= 3x5= 3x4= 17-3-0 I I 17-3-0 Plate Offsets(X.Y)— I1:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid 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 Weight 88 lb FT=0%F,0%E BCDL 5.0 Code IBC20121TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(ftat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 13=748/0-5-4 (min.0-1-8),9=748/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)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 �.„(<<„, -‘) PR PROP- 144 -7 870 2P'E 01 y A OREGO.` (1,(:),$./He � EXPIRES:06/30/2015 December 5,2014 4 t ®WARNING Verify design parameters and READ r4'MMIS0f/MIS ANS 1:/.£1050 f417EKREFERENCE :U 7473 arc 1/29/2S1S8EcW USE -_» Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek is for lateral support of individual web members only.'Additional temporary bracing to insure stability during construction is the responsibillify of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Lane,Suite 109 fabrication,quality control,storage,defrvery.erection and bracing,consult ANSI/TP11 Quality Cdtmto.DSB-89 and SCSI Building Component 7777us Frea,Greenback L ne, tiff. inhale P"usselSditxsrt is Truss Plate Institute, se gn N.Lee these afesti e Alexandria, 0S!O abvy 22314. C a. Job Truss Truss Type Qty Ply POLYGON PL14-404_UPPER F13 Floor 11 1 R43351126 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:L209JJu6omRCBuY0hHV69uyFHbu-A4BwkRu2DjOHHpDCLHIMIy9zFRyxsbVV9yoFGFSyCJz2 p-10-8 2Fi0 I 01r6 Scale=1:41.2 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5= — 1 2 3 4 5 6 7 8 9 10 11 12 i ! 41 NvN5vNtvvN g V N V N V N a a d ctr 20 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6 = 3x4= I 24-3-0 24-3-0 I LOADING(ps() SPACING- 1-7-3 CSI. DEFL. in (loc) 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 IBC2012ITP12007 (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. (Ib/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 4cR>Gp PR 0 -F`: 4` ,tIGINE€9 ./o 2 87022PE 1 0 04 y � `A�,, OREG.N d9 ` A. HER EXPIRES:06/30/2015 December 5,2014 f A 1 me .Veartieligrapa;anxtrrs3ndk ADWM'SCMTHIS ANDi£i En MIMIC REFERENCE PAGE Ha1473reg.,O f201$BEWELISE �� 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 BL A 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/TPIT Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights.CA,95610 if Southern:Pine(SP:)lumber is spezfied„rise design.values are:thole effesttve 06/01/201.3 by e,LS£ Job Truss Truss Type Qty Ply POLYGON 843351127 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 D:L209JJu6omRCBuYOhHV69uyFHbu-fHIJxnug_1 W8uznPv_GbgAh7url_b2vIAR_povyCJz1 o-1-8 H I 1-1-12 I 2-6-0 I Scale=1:41.7 4x6= 3x4= 3x4= 3x4 = 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 3 0 Z N N.N. Z N•s s Ns..\, Z 1'%s N, 7 ..S•„.... 3/ \ r 2 e _ rte 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= 24-6-4 I I 24-6-4 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 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 Weight:122 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=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=0/690,418=-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 ANSIfTPI 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 �s`EQ PROpe 4 5- INE, 96 .S/0,,_ 'cc 87022PE r / 'cc, ' , ' iv y ,o,,,,.OREGO q5:' 10 "P illi EXPI RES:06/30/2015 December 5,2014 e A WARNIN3 Verf y design puramstsrs a d READ WITS 0M3 MIS 17/011/070 NI7ES REFERENCE PAGE M@II 7473 r,..r.1,15/20148 4£k1SE _•. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and i 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 ��@�C`.. 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/IP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 if SSeatIntormaHon hern Pine(SP)vtaanber et fieri,theti sugte, s are there Street,Suite 3106/03.12013 5 33 byMSC 22314. Citrus Heights,CA,95810 • Job Truss Truss Type Qty Ply POLYGON PL14-404_UPPER F15 Floor 843351128 9 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:45 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-7TIh87vIlLe7W6MbTiingNNEK8E12Kg3RP5kNKLyCJzO 1.5xi H 0-10-8 i 0-6-0 1 J5x3 I I4 1 2 3x4 = 3 SCale=1:13.0 111 MOM 111 111 MN ,, 1.5x3= 0 0 0 N I RI' 1.5x3= IIIII MI `■, 6 5 11111111A114 3x4= 3x4=913-9-0 03-7-8 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/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 BCLL0.0 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. (lb)-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 C-Rfl P7;6.6: Nv -37 870 2PE cv 7 'dj, OREG0 el,,Q <U It 0 �' B'ER �� q G A. HERO EXPIRES:06/30/2015 December 5,2014 e At ?£NM .. e t'er:?pdcs;yn;ararrx lets ani FiEAb Fay Tf S Oh 7NiS/iN&MIMED KIM('REFERENCE PAT.,Flfif 7473 mg.11.25f20138f USt mil..m. 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 a erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MI ek" fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 iPSouthern Pine f'sP)lumber is specified.,rise)5esiga values are those tree:Mitre 06/03/2023 by ALBS Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351129 PL14-404_UPPER F16 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:46 2014 Pagel I D:L209JJu6omRCBuYOhH V69uyFHbu-bfs3MTwwWem s8Gxn0P 13vbnTae_n3y8belTwsnyCJz? p-8-0I 2-6-0 I Scale=1:41.8 1.5x3 I I 4x6= 1.5x3 II 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x6 FP= 4x5= 1.5x3 II 1 2 3 4 5 6 7 8 9m 10 11 12 t e V -V - - z 1 cV ` 7 IN: i% N 19 18 17 16 15 14 13 4x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 23-11-4 I I 23-11-4 Plate Offsets(X Y1-- 119:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 026 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 Incr YES WB 0.76 Horz(TL) 0.08 13 n/a n/a Weight:119 lb FT=0%F,0 kE BCDL 5.0 Code IBC2012/rP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.18atr(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. 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=0/450,6-16=-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 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard <( cp PROF tcS 87022PE t' 7 „Q!), '7 GREG•N ©)7 Lb "Ili ER N `,9 4. HERS EXPIRES:06/30/2015 December 5,2014 a �' 1 ®Ft'.6N7M3 Ner:tydatign wan*ters and REAP r TES ON THIS AMT, I l Ef/NTTEK REFERENCE MGE NIT 7 473 mg,l/1S/281S MR314£!!51 �• 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 k the responsibillity of the ■tEiTel�- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �177YX71l7 GreenbackllllCCLane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 QuaMy Cdleria,051-89 and SCSI Building Component Citrus4. Hea,k L ne, Nt,eu So uthern Pine ISPavailable from Truss theInstitute, xles,'�Wie N.Lee Suite /0Alexandria, At5C 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 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:47 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu3sQR7_oxYHyuj1QW a7glSoJbs2NAowPksPDU0EyCJz_ 0-1-8 4-1212 1 2-5-8 I 2-6-0 Scale=1:27.9 3x4 11 1.5x3 II 1.5x3= 1.5x3= 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2e 3 4 5 6 7 8 _ 5 1 ei,..NNNNNNN:: 0 0 Q 4 e - —V-NO11- --. e i13 11 10 1.5x3 I I 3x5= 3x5= 3x4= 3x6= t5-5-11221I 0-7-4 16-0-12 GS12155-8 0-1-8 LOADING(pet) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid 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 Incr 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.t&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=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(Ib)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=0/773,10-11=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=-955/0 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 V' O PROF-- 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) �'� Gj ,, Vert:9-13=-8,1-8=-80 � ' , ©y� Concentrated Loads(lb) �Lt✓ Vert:l=4D0(F) 87022RE -" C%ix OREGO 19,4 C OBER A, r A. HER EXPIRES:06/30!2015 December 5,2014 a I ®kii:4td%.Verity de_=.igaprow rets31stREAD Ii 7i"SGilTHIS ANL INCt€EDiITEKREFEREPaPAGE Ha 7473 reg 1,12512014feMEL Design valid for use only with Mitek connectors.Thu design S based only upon parameters shown,and is for an individual budding component. TY 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 responsibillily 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 SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Heights,his,CA,95610 tf&ou11id rn Pin¢(SP)tumbser is 1 tfse design natuer are.those ette�ravre 06/01/21014 t yAcsc 9 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:L209JJu6omRCBuYOhHV69uyFHbu3sQRZoxYHyujIQW a7g1SoJg62Q5oWaksPD,U0EyCJz_ I 7-7-0 I I 2-3-0n I "f`r Scale=1:19.4 1.5x3 II 1.5x3= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3= 1 3x4= 2 3 4 5 6 ei 0 e 12 'r\\\\\\ d N 11 O 9 ti 9 a 4, 3x5= 3x5= 3x4= 1.5x3 II I 11-2-8 I 11-2-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid 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 ,c10 P R ape LL 2,9 870 2PE to N 1 ��.), OREGO �o Q:u A. NS . EXPIRES:06/30/2015 December 5,2014 1 ®N.4„RN2It$S.Verify designrarametenacdNEAII5311S0/4THIS AND LtKTJ,,EDMIT REFERENCE PAGE MIT 7413Icc1;'28/291.4BEsaV USE Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and s for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown il is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the - ■/F;T�1.R' 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/TP11 Quallly cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 ISafely fS haves Pine o(OA�v bee sble osp>ecili€d,.t4. Citrus Heights,CA,95610 he design values are Tose elfectius cefi31/2413 byA 5C (Job (Truss Truss Type 2 Qty 1Ply 1 1 POLYGON PL14-404_UPPER F19 Floor I 843351132 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:12:48 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-X2_1n8yA2GOZNa5A8gLX?OSggShMXtMu53y1wgyCJyz 0-1-8 H I 1-7-8 II 2-6-0 ota Scale=1:38.2 4x4= 3x4= 3x4= t 2 3x4= 3x6 FP= 3x6_ ° 3 4 5 6 7 8 9 - 90 11 :4 ' 22 `.. 0 m r 2, 18 17 16 15 14 13 4x6= 3x6 FP= 3x6= 3x5= 12 3x8= 354= I 22-7-8 Plate Offsets(X.Y)— [1'Edge 0.1-8] 22-7-8 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.17 14-15 >999 480 TCDL 10.0 Lumber Increase 1.00 BC 0.47MT20 220/195 BCLL 0.0 Rep Stress Incr YES Horz(TL -0.29 14 12 >9/ 360 n/a WB 0.65 Horz(rL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:115 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BRACING- BOT CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except WEBS 2x4 DF Stud/Std(flat) end verticals. 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(Ib)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 -VC=' PRppS �� c4GiNE '9 X02 87022PE 04 7m'0). GREG N 4Lp ZY k NE S EXPIRES:06/30/2015 s December 5,2014 ®PCd�c7,IEP3-VeY design pa a teesx and READ lit,TESGM MO AND mama(fiTEKisEFEk€h E MOE Mlf 7473 ft e.1,/22/2 d&€=04£IISE 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 responsibillify 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/TPI(Quarrly Criteria,DSB-89 and ICSI Building Component Greenback eb" Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 IfSastlyexxa Pirie g )tanxabtr is spec eat„the dasa8usuratse4 we Those edeue05/05/2013 tsyAS�C • Job Truss Truss Type Qty Ply POLYGON R43351133 PL14-404_UPPER F22 FLOOR GIRDER 2 1Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:49 2014 Page 1 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon ID:L2O9JJu6omRCBuYOhHV69uyFHbu-?EYC_UyooZ8Q?kgMiXsmXDPOSs2OGNJ11GIaS6yCJyy 0-1489-41 2-6-0 1 Scale=1:41.8 3x5= 1.5x3 I I 3x6= 3x4= 3x6 1 2 3x4 I I4x4 = 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 3 9 FP=10x 12 4® 3 4 5 6 7 m e - e e- - 0 21 —i NN...s.„, deo, ...SNN Z Z Z \ l S Al u r e o I „ 20 19 18 17 16 15 14 13 4x6 = 3x6 = 3x6 FP= 3x5= 3x5= 3x5= 3x10= 24-6-a I I24-6-4 Plate Offsets(X Y1— [1'Edge.0-1-8) 112'0-2-0 Edge) f20'0-1-8 0-1-8].[21'0-1-8.0-1-8) LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft 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 lncr NO WB 0.47 Horz(TL) 0.05 13 n/a n/a Weight:129 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 end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid rtiadirectly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (Ib/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). ,�ivd P R pF s LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 . j)N � ��0�9 Uniform Loads(plf) Vert:13-19=-5,1-12=-50 4 �� Concentrated Loads(Ib) ,` Vert:12=-1129(8) i S!1 "5. N -7_�"Or*OREGO q�' C� '6'4 f� t\ ,,,,s Hen �P EXPIRES:00/30/2015 December 5,2014 .r 1 fJ r, ®toro -tdeag deggn rarametErs IA:1 READ t ig'ON TH:ss he mum m M17EK REEERENa MU 7473 re 5-w i;ai2triS BEMUSE 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 !Ariel( the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSIRf I1 QuaMy Criteria.DSB-89 and SCSI Building Component 7 Citrus77 Greenback CA,ne, Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. r€5a uxherr OP)lumbers is sapecisfied,thatdessgrr auiues a.m,Vaasa e4€esitee 05/01/201..3 brir ASC Job Truss Truss Type Qty 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-TR6aCgzRZtGHcuFZFFN?4RxDaFT6?xRBZNR8_YyCJyx Scale=1:17.5 1 2 3 4 5 6 7 8 9 o J L° °J L d N O O OI F O _g. ♦.♦.♦....♦...♦.♦...♦......♦♦♦♦..♦.♦.♦♦.♦♦.....♦.♦.♦.♦♦.♦.♦♦.♦... 18 17 16 15 14 13 12 11 10 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/TPI2007 (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. (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 ANSUTPI 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 ED PR SSI � NGINE l C� ' b 8 • 2P r��' ycn / , ')j, OREGO L/ On� $EI� 1� �4 A. NERQ EXPIRES:06/30/2015 December 5,2014 4 r A WARNLY3-Vedt?design 1:ammeters sod READ 10755 07/THIS AND mum)MITER REFEREEKE MET 7473rce1/25/2010B .SREUSE 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 a for lateral support of individual web members only.Additional temporary bracing to insure stability during construction B the responsibillity of the . , erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 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 tfSouthern Pine 9SP11unettor is specified,the design velure etc those offestive 06/01/2010 by/MAC Job Truss Truss Type Qty Ply POLYGON 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:L209JJu6omRCBuYOhHV69uyFHbu-xdgyPA 3KBP8E2gIpyuEceUL?fiDkFdKnlBhX?yCJyw 1 1-543 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 N �a'INN" = 0 0" 1 Nt . d N e e beM ilg 18 17 16 15 14 13 12 1.5x3 II 4x6= 3x6 FP= 3x6= 3x5= 3x8= 3x4= 22-2-0 22-2-0 Plate Offsets(X Y)- [1:Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) Ildefl Ud 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=0/1743,14-15=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 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 OP ��` � �c?AI lE -0 17 87022PE t' di" tv ,0,, t7REG N n / 'PO0 4/8ER '0 ` k NSR EXPIRES:06/30/2015 December 5,2014 a t A t :S F/ t'er'y desi�rrt warm€ers aad SEAS RO TES ON TICS ASS Lt*2E/500 KINK REFEREN7E RAGE MIT.7 473 me 1/19,12014 DER3t1EIFSE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Mil 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 responsibillity of the �'T1. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Nigel(' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Cdterta,DSB-B9 and SCSI Bending 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 1fSeut erePin*(SP)lumber fsspesled<the design values are those effecuucOG/03f24313byAtSC 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 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 0412:12:51 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-xdgyPA_3KBP8E2glpyuEceUMYfoWkONKn1 BhX?yCJyw 1,5x3 I i 2-1-4 I 2-(in "115x3 II 1 2 3x4 = g Scale=1:12.9 _ L 0 0 N 5 4 3x4 = 3x4= D(1- 4-10-4 0.1- 4-8-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft 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 Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:26 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 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 <.- PRQFfi6''S 2 c9 87022PE _r` / y �Al, OREGON AU '"P �'/4 \\ 4a A. N . EXPIRES:06/30/2015 December 5,2014 1 t A M .NZ.ycr//design paramemrs w&READ f/2 TES ON THIS AND INatk ED NiT€K REFERENCE 31,40E mal 7 473 sem 1/25/22148E/T£t/SE �� Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. NT 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 rt■��e�m erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �\f{ 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. Citrus Heights,CA,95610 If Southern Msee(SF)lumber is spoesssout.the design values are these oNfective OS/OS 501.3 by/MSC Job Truss Truss Type Qty Ply POLYGON R43351137 PL14-404_UPPER F28 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 1212:52 2014 Page 1 ID:L209JJu6omRCBuY0hHV69uyFHbu-QpDKCW?h5UX?sBPxNgPT9s1Vp31mTgyT0hw3RyCJyv 1 1-3-4 1 2-6-0 1 Scale=1:42.8 1.5x3 II 4x6= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4=3x6 FP=1.5x3 II 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 i 2/N. o I NN.,'2,...Nk 7 'No. - 7--N''..N.- cti 14 1 19 18 17 16 15 14 13 3x4 = 4x8= 3x6 FP= 3x5= 3x5= 5x6= 3x4= 1.5x3 SP= I 2464 I 24-6-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 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 lncr YES WB 0.73 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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=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 �4,ED PROpe <<- 66' tiN INEo.09 ct' .870221E 1- - 1'0,,, QREG• 4� 1U `�Cb t0'g��R 1� �4 ©S A. HsRP EXPIRES:06/30/2015 December 5,2014 1 _ / AWIM3-Yer/fpdesign paranae rsandREADWITSON7NISAN&shatZEDMPTE!CREFER5MEPAGE1471.7473rear1,125/20I#AfP Et5E. 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 is the responsibillity of the ��1�ek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 It Southern Pine f )lumber is specified,the dasignrutoes are those efiu 06-101120i3 by MSC 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 12:12:53 2014 Page 1 I D:L209JJu6omRCBuYOhHV69uyFHbu-uDnigs?JsofsULz7XNwii3ZkLTVtC IgdFLgobtyCJyu I 1-0.8 I 1.5x3 H 1 3x4= 2 Scale=1:13.2 0 0 N • 4 q v' 1.5x3 II 3x4= I e r 1-3-8 I 0.i 3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ltd 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 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: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 ��tD PR oFess ' .,-• fig �0 87022PE 7 .."0›, OREGO © 4N '.2�'aS�8'ER 1� �,�� 4. HER EXPIRES:06130/2015 December 5,2014 4 ®wmpir G-Verity design pararm ers and READ NOTES ON THIS AND T3CS€ti ED 141/EK REFERENCE PAGE MIL 7473 ter..1,12912014BFMEI/$E Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. ly11[y 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 �AL#�`�' 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/TPl1 Qualify Crlteda,DSB-89 and BCSI Balding Component T777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 1f Southern Pura tSP)hembef is npc dfifeck the devge aakuzf are thrust af€act tre 00/£11/2013 by MSC 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:L209JJu6om RCBuYOhHV69uyFHbu-u0nigs?JsofsULz7xNwi i37kQTVuC IgdFLgobtyCJyu I 0-11-4 1.5x3 II 1 3x4= 2 Scale=1:13.2 od 0 N r 4 • ♦♦•♦♦♦•••♦•#; 1.5x3 II 3x4= rrr 1-2-4 l 1 r 3 1-2-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud 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 IBC2012fTP12007 (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. (lb/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. (lb)-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 :OD PR Ore 44 I7 4 'x $70 I N2PE 04 - Via1>,OREG+0 e a� r.FABER ." P� A He • EXPIRES:06/30/2015 December 5,2014 e r ®W4i/ -Weritrdet/gararaamtersandRE#LaNOTES OYThThSAM1IMC1EPEOMt7€KREFEEETPAGEEfmf77473rcc1125/201$BEdf1115E '' 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 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 Quaitly Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely if Southern Informafion available (SP)inunear is specified,theate ldedgr+vsl1 uves aeee1 Street,Suite 22314. Citrus Heights,CA,95810 e4facirce 06101/101.3 by AtSC Job Truss Truss Type Qty Ply POLYGON PL14-404_UPPER F42 FLOOR SUPPORTED GABL 3 1 R43351140 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:L2O9JJu6omRCBuYOhHV69uyFHbu-MCL51 C0xd6nj5VYKU5SxEH6vatr3xlwmU?PL7KyCJyt i 1-6-4 1!5x3 II 1 3x4= 2 Scale=1:13.2 0 0 ot �♦�♦�♦�♦�♦�♦�♦�•••• �4 4 •:�:�:�:•:•:�:.•:�:.:.��;�: •i•0iiiii•�•i�i•�,47 1.5x3 II 354= I I.a 1-9-4 I I r 1-9-4 LOADING(psi) SPACING- 1-0-0 CSI. DEFL. in (loc) l/defl lid PLATES GRIP TCLL 40.0Plates Increase 1.00 TC 0.06 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/rP12007 (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. (Ib/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 .SE° PRQF6- Sol2 cc'.. 87022PE �r - sr' rtv 7 ,w OREG.N cP �N fiNI y8'!;'R \\ `- ©SA,. NE EXPIRES:06/30/2015 December 5,2014 r r'y clgnr;F;arrsc3snanlRfAPetSGtiiFtfS;4NGPKSL?€fJ,#.T€K.r'sE€€:fs€Mitk40c'Hf17413nx1,/Z9f101d8£?':3.T€@ISr , r Design valid for use only with MiTek connectors.Thu design is based only upon parameters shown,and is for an individual building component. la Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown a for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the p t,, erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYBI eR fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312•Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 If Southern.Piave )hunter is sgseethod.the dodge aarlums Thom e0001/201.1ffectiv0001/201.1byeALkC Citrus Heights,CA,95810 Job Truss Truss Type Qty Ply POLYGON R43351141 PL14404_UPPER F43 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Trvss 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 Coxd6nj5VYKU5SxEH6vMtr8xlwmU?PL7KyCJyt 1.5x3 II 1 4x4= 2 Scale=1:13.3 L 0 0 F _ 4 3 1.5x3 II 4x4= 0-4-0 0-11-0 I 2 0-11-0 Plate Offsets(X.Y)-- [1:Fdge.0-1-8],[3'Fdge.0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 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/TPI2007 (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 tip`to PR oF;7 \�� 'G'N�� /0*9 87022PE I-- 4f ,<OREGZ ' Q44/ 0© 418ER 1� 4r ` A. He EXPIRES:06/30/2015 December 5,2014 t4 tE(t ® K%leaydc F(7a parameters and READ WITS ONTHIS NEi(4 2t/ELS MIIEK REFERENCE P.435 MI/7473 re c 1/Z5/2C149E;ailE(!SE 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 IIYB 1 R. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Stf�5outttetatpi,-etSP)vlwrrtaer is specified, eldessge usalvkr?s areettsese Suite06f01/2'x313 by ALS�C 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351142 PL14-404_UPPER F44 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 12:12:55 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-gOvTFX1 ZOPvajf7W2ozAnUf4?GAMgCAwif9vgmyCJys 0-10-0 1. 5x3 II 3x4= 2 Scale=1:13.2 O 0 N 4 �� 4. N 1.5x3 I I 3x4 = r r r 1-1-0 0-s 2 1-1-0 LOADING(psf) 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 lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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 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 ?,V1) PROp4. tiNINfiit? f° 870 2PE Tt✓ SAT OREGON (1c)©<U te EMBER 1� fl' ow. EXPIRES:06/30/2015 December 5,2014 e a ACE ��. ®F;r1fiN7}ra-Ye ?p�design parameters and READ t�riS Otv Tft.,,rZ AND LACI tfb€F7 tdMf 7€?fREFERENCEACEMa7.F3;c x'.„-Z�JZt PSB�;k9Efl5€ 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 '{/( fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPl1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Canis Heights,CA,95610 d Southern eine(SP)lu mf is specified,es desi ws, , c 06101.1201.3fryM SC Job Truss Truss Type Oty 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:L209JJu6omRCBuY0hHV69uyFHbugOvTFX1 ZOPvajf7W2ozAnUf4eGAKgCAwlf9vgmyCJys I 1-3-0 I 1.5x3 II 1 3x4= 2 Scale=1:13.2 4 0 N 4 N4 .... ....., 1.5x3 II 3x4= 04.4 1-6-0 I 1-6-0 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud 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 Ina' YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (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 ��EO PR oFe. �5� 4NGl N�fi,y sip, 870 2PE -t' to 5. 'Q), OREGON cL©O40 "Pfi'1sER 1\ ' ©S A. NER � EXPIRES:06/30/2015 December 5,2014 e _ t A ARNT; -Verity designparanwf rsa.3REA11IC1ESONm.8 I tt€:EDM0IEKREFEF1EM'TPAGE1918.7413rcc1/28/1Sl4ELISE 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 forlateral support of individual web members only.Additional temporary bracing to insure stability during construction n the responsibillity of the -- (L �te� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IVF fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPIl Quality Criteria,DSI-89 and ICSI 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 £f SauthemPne)&P)lumber is apirmifirsa,the&Naga in smethace effect-me 06/01,4013 by MSC Job Truss Truss Type Qty Ply POLYGON R43351144 PL14404_UPPER F47 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Tmss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:55 2014 Page 1 ID:L209JJu6omRCBuY0hHV69uyFHbu-qOvTFX1 ZOPvajf7W2ozAnUf4AGAOgCAwif9vgmyCJys 7x10 II 1 2 Scale=1:13.3 0 0 4 3 7x10 II OTO 0-7-4 0-4 0-7-4 Plate Offsets(X.Y)— [1•Edge.0-1-8].[4:Edge.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d 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/TPI2007 (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 p,ED PRQE&, co titGIN '7' /0 _444 870 2PE y 'C"Af, OREGO �, ©S A. HEp` P EXPIRES:06/30/2015 December 5,2014 8 ®MANIAC-Verify'rfesisaaaparameters andREAD`r•S SONNMISA?Sti(1USED 1411EKREFERFN7,T 34177413;me I/2512014 8ElJSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown and is for an individual building component. 'x 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 h the responsibillity of the - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,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 Southern Pine('SD)fumeas is spsci6eck she design wluts ere:-Male ef#astive as:im Yel3 byAtiC 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:L209JJu6omRCBuY0hHV69uyFHbu-mn1DgD3gw191yzHvAD?esvkNF4gK8?DDAze?keyCJyq 0-1-8 H I0A I 14-12 I I 2-6-0 I Scale=1:31.0 3x4 I I 3x5= 4x6= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 3x4 11 12 3 4 5 6 7 8 17 9 e— 2z" -N,.- 7 -sN.-7.-N.--„. e e 1 d N e O 15 13 12 11 10 4x6=3x4 I I 4x5= 3x5 = 3x5= 3x6= 3x5= • 1-1-4 0-0_1111:1122I I 18-3-0 1 17-1-12 0-1-8 Plate Offsets(X.Y)— 11•Edge.0-1-8].[15:0-1-8.0-1-8].[16:0-1-8 0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 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/TP12007 (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(Ib)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, 413=-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/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. P 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. 4'E �FCSs The design/selection of such connection device(s)is the responsibility of others. \� 04GIN .Q 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Qi41 n LOAD CASE(S) Standard Q 8 S 2PE j r" 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-15=-8,1-9=-80 / ,< t Concentrated Loads(Ib) .p (B1 REDO , q,<:) ((j Vert:1=-640(F) Cb' 4ER 11 iQ< G A. HE. EXPIRES:06/30/2015 December 5,2014 t ®wARAinis-treeydeignpa;amemrsandREiAD831E5OfdIHI8AMDL/KWSEONnEKR€€€REENYEPAGE MT7473 mc 1,115/201€BEM(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 ■�11111111 T Qk is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction s the responsibillity of the IYl�I � - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 BC 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 Intormaton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 1f5osatham.Pi se(SPf lumbar 1s sgsezified,ciss Ae igat vaftras me.these effective 06fO1(2013 by MSC Job Truss Truss Type Oty 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:L209JJu6omRCBuYOhHV69uyFHbu-mn1DgD3gw191yzHvAD?esvkNR4nZ8??DAze?keyCJyq 0-1-8 H I 21 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 o e • e e 16 • ! v 4IN - NI. - N v e re 15 13 12 11 10 1.5x3 I 14x6= 4x5= 3x5= 3x5= 3x4= 1-1-4 0.11-12 II 18-3-0 0.11-12 17-1-12 0-1-8 Plate Offsets(X Y)— [1:Edge 0-1-8] LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ltd 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.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=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). ��,tQ PR OP�Sc LOAD CASE(S) StandardNay[N� � 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 4 Uniform Loads(plf) fir✓ '9 Vert:10-15=-8,1-9=-80 7022P Concentrated Loads(Ib) Vert:1=-400(F) + - �'0,), OHEGO �© �✓ A_. HE EXPIRES:06/30/2015 December 5,2014 AW3JTNDKS-Verity*lip;tamale mrrsuxdREAP WITS ONTHIS, 1M3L/uEf7M17EKREFEAit/EPAGE 114777473;rr.IPA/2Ii4 BERMEUSE 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 1Teerector.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 Banding Component 7777 Greenback Lane,Suite 109 Safely Informotlon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95810 1 11 Southern Pint WI Ismaiserasspecified,cher 4nnstg„sistiores awe ss mac esctive 0 01/2 Ol S fryAtSC I Job Truss Truss Type Qty Ply POLYGON R43351147 PL14-404_UPPER F52 FLOOR SUPPORTED GABL 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 12:12:58 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-EzbbtZ3ShKH9a6s5jwWtP7HaUUC_tYwMOdNZG5yCJyp 1-1-8 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 0 N r • ♦ .%S . 1.5x3 II 3x4= 0-0%0 1-4-8 0-0-5 1-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 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 Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC20121TP12007 (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 �114E.° PR(}PS 61 87022Pr r i � _ - SATOR GON q, ,14./ A,.y -200:44EFotP EXPIRES:06/30/2015 December 5,2014 AtWARN7F4i-Ver'yde=Fynparamr•artsod READ dMIESONTHIS AND/M1tJEDMIRK REEEREM.E MGE/ff77473Ms112512014 MicORVISE a.. 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 ony.Additional temporary bracing to insure stability during construction is the responsibillity of the rYt1wee* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding I fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Sbxathcrn awe tS.P)somber is specitled,tie design rrelues are there affeethe 06j01..4013 byAMEC Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/" Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 I (Drawings not to scale) Damage or Personal Injury MEM= Dimensions are in ft-in-sixteenths. 11� Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 1 „ 2. Truss bracing must be designed by an engineer.For 0'/16 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I ., p bracing should be considered. ■_� O 3. Neverexceedthe design loadingshownand never 1 ill I I 114 19[II stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c�-a cba cse designer,erection supervisor,property owner and Plates 0 'na' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. 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 iiIndicated 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 ff.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. i■IM reaction section indicates joint mil IN 111 MN number where bearings occur. 17.Install and load vertically unless indicated otherwise. NMI NMI 1 Min size shown is for crushing only. 0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with protect engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone roMill is not sufficient. DSB-89: Design Standard for Bracing. INT 6 BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, III II al lei% ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013