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Plans (61) /fit S .J Zci O�IG� 131 �1 �r��hz RECFIVED MIT FEB 032016 CITY OF Tie,,,AriL) Mirek° BUILDING n'vic-, ,' MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Re: PL1 5-2 64_UPPER Telephone 916/676-1900 POLYGON Fax 916/676-1909 The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R45124648 thru R45124656 My license renewal date for the state of Oregon is December 31,2016. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 04- -F cS'y09 89782PE OREGON EGON '� ..-57/1/0 rLo 1:?/1_ 4RY PA UL Fk�. Reivera,Mark erl' August 7,2015 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. 4. Job toss Truss Type • Ply POLYGON R45124648 1 F01 FLOOR GIRDER Job Reference O•llonal 2015 gg PPi5ficLumber& 7.530 s Jul 112014 MTek Industries. Inc.Fri EC30713:5:53 VAVLjaget Pacific &Truss Co., Beaverton,Oregon ID:DFkz9p3tCrPAGZnVberKOtyJvg6-3PgAm Scale=1:25.0 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 15 115x3 I I 1.5x33I I 1.5x3 I I 1 t 12 13 14 9 10 ���„ 3 4 5 6 7 B 111/\-A-�-y S.� r 1 2 w 11 �\ y ri r ,IA ,' c \►I \I!1/ moor1i1%L �� 17 /�� 21 20 19 18 22 3x5= 2A�� 3x53 1.5x3 II 3x5= = 3x5= 355= 7-7-14 8-2-14 14.4-4 7-0.14 s s s • • • • - •i � •• PLATES GRIP CSI. DEFL. in (loc) I/deft Lid PLATT20 GRIP SPACING- 1-7-3.0Vert(LL) -0.11 20 >999 480 LOADING(psf) TC 0.30 0 17 20 >985 360 TCLL 40.0 PlatesumbrIIncrease 1.00 BC 0.54 Vert(TL)TCLL 10.0 Lumber IssrIncr 1N O WB 0.39 Horz(TL) 0.04 16 n/a n/a Weight:73 lb FT=0°�F,0%E BCLL 0.0 Rep Stress 012 NO (Matrix)BCDL 5.0 Code IBC2012/TPI2007 ( BRACING- or 6-0-0 oc purlins, except LUMBER- TOPCHORD Structural wood sheathing directly applied TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD end did verticals.iag directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 24=1249/0-2-8,16=676/0-4-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1671/0,3-4=1671/0,45=-2270/0,5-6=2270/0,67=-2493/0,7-8=-2493/0,8-9=-2423/0,9-10=2423/0, 10-11=-1991/0,11-12=-1991/0,12-13=-1193/0,13.14=1193/0 BOT CHORD 0.19=-273/0,2 24 Z 1712/0,2-23=0/628,423=-481/0,422=0/580 8-21=226/359,1416=,904/0,1417 0/766? 0/646 WEBS 12-17=-620/0,12-18=0/498, 10.19=-1/464 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. at'oint s)24. 3)Provide mechanical connection(by others)of truss to bearing plate joint(s) 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)674 lb down at 1-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. or back(B). P R�FE 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) ��.A ten \ . �NGINEFi9 !p2 LOAD CASE(S)Live bard c.o.., y 1)Dead+Floor (balanced):Lumber Increase=1.00,Plate Increase=1.00 897$2/E �" Uniform Loads(plf) Vert:16-24=-8,1-15=-80 'AC Concentrated Loads(Ib) .�.�f Vert:2=-6740 h' -77 OREGON �'- Q AU EXPIRES:12/310/20.1ust6Au2015 upon parameters shown andBfora.473 rev. /112015 BEFORE St �. -�• ®WARNING-Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIM747I rev.07/16/2015 BEFORE 115E T Design valid for use onlyarh Mitek end oincorpgnoration is based onlpo brace o si Insure stability duringdedesigner not truss is the responsibility Bmibng h wn MiTek" Applicability of parametersdesi9^ and proper of component is responsibility of building designer-not truss designer.Bracing shown the for is for lateral Al support of individual web members ver Additional is temporary 7777 Greenback Lane fabric rt Additional permanentbracingg . e vof ethe erection ion and brai the. responsibility of the Wilding designer.Forgeneralguidance Corr 7777 re fabrication,quality contro4 storage.delivery.erection and bracing.consult ANSI/TPII Quality Criteria,DSB•69 and SCSI BuBdln9 Component Safety Information available from Truss Rate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply POLYGON PL15-264_UPPER F02 Floor 845124649 13 1 Pacific Lumber 8 Truss Co., Beaverton,Oregon Job Reference(optional) 7. 30 S e 1 ID:DFkz9p3tCrPAGZn SVberKOtyjvgB XbO4 eZzFYuCATEPM 39x]Inc.Fri 11 QO07 Z6MZomLdfl_N:53:54 2015 gfkdygBiR 1 0-10-12 i t 1-7-0 I I 0-10-8 I I 7-6-0 I Scale:1/2"=1' 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II3x4= 1.5x3 II 1 2 34x4= 4 a 5 6 7 8 — i 1#010 .- G o N .11804.814044404 _ — —\ e e o s 1 13 12 11 10 9 3x4= 1.5x3 II 1.5x3 II 4x6= 3x6= 3x4= I 1-1-12 11-8-12 12-3-12 I 13-8-4 1-1-12 0-7-0 0-7-0 11.4-8 I Plate Offsets(X Y1— (2:0-1-8.Edge].]3:0-1-8.Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.11 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.19 10-11 >847 360 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code 1BC2012/TPI2007 (Matrix) Weight:62 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) 14=596/0-4-4,9=596/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-819/0,3-4=-1502/0,45=1502/0,5-6=-1871/0,6-7=-1871/0 BOT CHORD 13-14=0/819,12-13=0/819,11-12=0/819,10-11=0/1932,9-10=0/1219 WEBS 2-13=0/369,3-12=-382/0,2-14=-1170/0,7-9=1316/0,7-10=0/704,5-11=-471/0,4-11=-345/0,3-11=0/993 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. ���0D PROF-d' NGWEF19s>a 8.782PE 2< /if%)r -7+OREGON o) EXPIRES: 12/31/2016 August 7,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE —r Design valid for use only with MTek connectors.This design is based only upon parameters shown.and's for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown �, is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the A p t 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 Qualify Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. 7777 Greenback Lane Suite 109 cant,Heignn�ca Vain TNSS Truss Type Qty2 I Ply 1 POLYGON R45124650 IJab IIII Floor PL1S2�UPPER F03 Job Reference(optional) 3lCrPAGZnV7.530 s Jul 11 2014 MTek Industries.Inc.Fri Aug 07 13:53:55 2015 Page 1 Pacific Lumber 8 Truss Co., Beaverton,Oregon ID:DFkz9pberKOtyJvg6-?nyxAbZWyUc51 WHGifEXZdwpLm?ZVgaoolaDG3yriBiQ f 2-6-0 1 p-5-lo I I 1-7-0 110.8-14 I Scale=1:22.8 1.5x3 II 354= 3x4= 3 4 1.5x3 II 3x4 = 1.5x3 II 1.5x3 I I5 3x4= 6 7 8 1 2 w a s ' Pt- 7 1 ' — ,N \ Fle A 9 6 14 13 12 11 10 3x4= 3x6=1.5x3 II 1.5x3 II 3x6= 3x4= I 5-10-2 10.7-0 I 7-0 -o I 13-1-8 I C-1-6 5-10-2 Plate Offsets(X Y1-- 14:0-1-8 Fdael.(5:0-1-8 Fdael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (roc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.08 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.13 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 9 n/a n/a Weight:60 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 ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 14=572/Mechanical,9=572/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1740/0,3-4=-1740/0,4-5=-1761/0,5-6=1739/0,6-7=-1739/0 BOT CHORD 13-14=0/1163,12-13=0/1761,11-12=0/1761,10-11=0/1761,9-10=0/1163 WEBS 2-14=1256/0,2-13=0/622,413=268/180.7-9=-1256/0,7-10=0/622 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. . o PRQp Co. �NGINe '7 dy0- .8899782PE <' me vOREGON o'�l" PAM_ .Ft. EXPIRES: 12/31/2016 August 7,2015 / e ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mi1-7/73 rev.07/16R015 BEFORE USE Design valid for use only with Mffek connectors.This design is based onty upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component��s1 o sibo�Uofsbuilding Iduringty designer construction trues is the re r.BBr bing H of shown MiTek" B for lateral support of individual web members only.Additional temporary the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7 Greenback Lane fabrication,quality control,storage,defnery.erection and bracing.consult ANSI/TPI1 Quality CrNeda,DSB-89 and SCSI Building Component 77 7777e 109 re Safety Infortnallon available from Truss Plate Institute,781 N.lee Sheet,Suite 312.Alexandria.VA 22314. rant tNes3mc,rA 9561n • Job Truss Truss Type Qty Ply POLYGON R45124651 PL15-264_UPPER F04 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Aug 07 13:53:56 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-U_WJOxZBjokyffsSGMIm6rT v9ffEGly1hJmpVygBiP 2-6-0 I I 1-&6 1 1 1-2-0 1 1 0-8-14 1 Scale=1:25.0 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 53x4= 6 7 8 a o 11 _ e \ e f I /1111111.11.1.11.11111111.1111.1.11111111 \ N e -• e e e AO,. ' r 1•& 13 12 11 10 .:► 3x4= 3x6= 1.5x3 II 1.5x3 II 3x6= 3x4= I 7-0-14 17-7-1418-2-14 1 14-4-4 1 7-0-14 0-7-0 0-7-0 6-1-6 Plate Offsets(X.Y1— [4:0-1-8.Edge].[5:0-1-8.EdgeJ • LOADING(psf) SPACING- 1-7-3 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.11 12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.17 12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/IP12007 (Matrix) Weight:65 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) 14=626/0-2-8.9=626/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2010/0,3-4=-2010/0,4-5=-2110/0,5-6=-1999/0,6-7=-1999/0 BOT CHORD 13-14=0/1294,12-13=0/2110,11-12=0/2110,10-11=0/2110,9-10=0/1295 WEBS 2-14=-1397/0,2-13=0/773,4-13=-317/104,7-9=-1398/0,7-10=0/760,5-10=-371/105 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)14. 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. �o PROfiFss co . �GINEF,9 /0_,,,_ 4c :997/782PE -92 OREGON oh . . 9. Q' EXPIRES: 12/31/2016 August 7,2015 4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/162015 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is loran 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 responsrbillity of the iUiiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control.storage.delivery,erection and bracing,consult ANSI/TP11 Quality Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane Solely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Suite 109 Clinic Freights CA QS810 Job miss Truss Type Qty Ply POLYGON R45124652 PL15-264_UPPER F05 Floor 4 1 Job Reference(optional) Pacific Lumber 8 Muss Co.. Beaverton,Oregon 7.530 s 111 11 2014 MiTek Industries,Inc.Fri Aug 07 13:53:56 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-UWJOxZBjokyffsSGMIm6rT 19JyEJXy1hJmpVygBiP I 2-0-10 I I 1-2-0 I I 0-8-14 I I 2-6-0 I Scale=1:18.0 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 3x4= 4 5 6 \ N e .. v O. 1'Y 10 9 8 • LLT 1.5x3 II 1.5x3 II 3x6= 3x4= 3x4= 2-3-10 12-10-10 13-5.10 I 9-7-0 I 7-310 0-7-0 (1-7-0 6-1.8 Plate Offsets(X.Y)- [2:0-1-8.Edge] [3:0-1-8.Edge] LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.05 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.08 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:44 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) 11=416/0-2-12,7=416/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-767/0,3-4=-989/0,4-5=-989/0 BOT CHORD 10-11=0/767,9-10=0/767,8-9=0/767,7-8=0/782 WEBS 2-11=-851/0,5-7=-844/0,3-8=0/406 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)11. 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. �.,,c,0 PROPe `5'• GINE si0 e'. 89782PE 1— ' NI 1 :•REGON o' ,"9 y&gRY 15,Jk,Q� EXPIRES: 12/31/2016 August 7,2015 ( r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.02/16/2015 BEFORE USE NT Design valid for use only with Wok connectors.This design is based only upon parameters shown,and is for an individual buliding component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the M iTek' erector. permanent Additional bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,detvery.erection and bracing,consult ANSVfPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Suite 109 f itnre Heightc r:A gusto " Job Truss Truss Type t1ty Ply POLYGON R45124653 PL15-264_UPPER F06 Floor 11 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton.Oregon 7.530 s Jul 11 2014 MiTek Indusbtes,Inc.Fd Aug 07 13:53:57 2015 Page 1 I0:DFkz9p3tCrPAGZnVberKOtyJvgB-yA4hbHamusspGpReg3G?e203vZYzhM5FL3JLyygBio 2.6.0 I 2-1-12 11 1-9-0 11 0.9-8 1 2-3-0 I I 1-2-0 I I 1-4-0 i 1.6-0 1 Scale=1:27.8 1.5x3 II 3x5= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 c iiiiiiiiiiiiiiiiiiiiiir o N e y e e 1 16 15 14 13 12 11 3x4= 3x4= 3x4= 3x6= 1.5x3 I I 3x5= 3x4 = 12-10-12 I 4-10-12 15-5-12 16-0-12 1 118.12 12-3-121 I 15-11-12 4-10-12 0-7-0 0-7-0 54-0 0-7-0 0-7-0 3-1-0 Plate Offsets(X.Y)— p:0-1-8.Ed.gej.[12:0-1-8.Edge].[15:0-1-8.Edge].[16:0-1-8.Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0.23 13-14 >812 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.36 14-15 >522 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.04 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=697/0-4-4,11=697/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2351/0,3-4=-2351/0,4-5=-2351/0,5-6=-2679/0,6-7=-2679/0,7-8=1863/0,8-9=-1863/0 BOT CHORD 16-17=0/1468,15-16=0/2351,14-15=0/2590,13-14=0/1863,12-13=0/1863,11-12=0/965 WEBS 3-16=-304/0,4-15=0/264,8-12=-448/0,2-17=-1585/0,2-16=0/983,7-14=0/950,6-14=-281/0,5-15=-490/0, 9-11=-1159/0,9-12=0/1121 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. 0\ • PRO4..c;\ ,tJGINF /0 2 .89782PE r • Mal 9,L OREGON p"f"Q 9RpAULR \ Q EXPIRES:12/31/2016 August 7,2015 e r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI7 REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE Design valid for use only with Mgek connectors.This design is based only upon parameters shown.and is for an individual buldi g component. �- designApplicability of 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 tY� fabrication,quality control storage.delivery.erection and bracing,consult ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Suite 109 _ citrus Hnignt`rA ricrtlr Job Truss Truss Type Oty Ply POLYGON R45124654 PL15-264 UPPER F07 Floor 11 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton.Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc.Fd Aug 07 13:53:58 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-QMe3pdbPFP_guz0g0nnEBGYKrz?RiDBEU?ottOyg8iN 1 1-9-14 1 1 1-2-0 1 1 0-8-14 1 1 2.6.0 1 Scale=1:17.6 1.553 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 1 2 3 3x4= 4 5 6 • • in --d•-'1111111040 L 0 N Y 11 10 9 6 41. 1.5x3 II 1.5x3 II 3x6= 3x4= 3x4= 1 2-0-14 1 2-7-14 1 3-2-14 1 9-4-4 I 2-0-14 0-7-0 0-7-0 6-1.6 Plate Offsets fX.Y)- [2:0-1-8.Edge).L3:0.1-8 Edgej LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.24 Vert(LL) -0.04 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.08 7-8 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:43 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) 11=406/Mechanical,7=406/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-702/0,3-4=-940/0,4-5=-940/0 BOT CHORD 10-11=0/702,9-10=0/702,8-9=0/702,7-8=0/757 WEBS 2-11-796/0,5.7=-817/0,3-8=0/420 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. ,01,V PR0Fes, .89782PE r ce -y •REGON o Qi ie ."�.� 4RY 15 V� kPAUL .R� EXPIRES:12/31/2016 August 7,2015 e r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE WI-7473 rev.02/16/2015 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. �• Applicability of design parameters and proper incorporation of component is responsbliity of building designer-not truss designer. acing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the iUtiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control storage.delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available horn Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Suite 109 Carne upjghts rA were • e Job Truss Truss Type -Oty Ply POLYGON R45124655 PL15-264_UPPER F08 Floor 2 1 Job Reference(optional) Pacific Lumber&Tams Co., Beaverton.Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Aug 07 13:53:59 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-uZBSOzc10j6XW7b1xUJTkT5MGNFRRbbOjfYQPgygBiM I 2-6-0 I 7-1-12 11 1-2-0 110.9-8 I 2-3-0 I I 2-3-0 I I 1-2-0 110.8-8 I Scale=1:28.5 1.5x3 II 3x5= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 4x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 L. e • o - 9 1114411111111110.140140444 1-2 e e ee e 1 16 15 14 13 12 3x4 = 3x4= 3x4 = 3x6= 1.5x3 II 4x4= 304 = 12-10-12 4-10-12 ¢ g 5-12f.-0-12I 11-1z 12-3-12, 1 16J-4 1 I 1 4-10-1z 0-7.0 0-74 543-08-0 0-7-0 0-7-0 1-54 Plate Offsets(X.YI— p:0-1-8 Edael [12:0-1-8 Edgel.(15:0-1-8,Edge].[16:0-1-8 Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.71 Vert(LL) -0.25 14-15 >783 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.39 14-15 >501 360 BCLL 0.0 Rep Stress!nor YES WB 0.52 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code IBC2012/fP12007 (Matrix) Weight:73 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=714/0-4-4,11=714/0-4-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2435/0,3-4=-2435/0,4-5=-2435/0,5-6=-2821/0,6-7=2821/0,7-8=-2063/0,8-9=2063/0 BOT CHORD 16-17=0/1509,15-16=0/2435,14-15=0/2698,13-14=0/2063,12-13=0/2063,11-12=0/1552 WEBS 3-16=-319/0,4-15=0/287,8-12=-559/0,2-17=1629/0,2-16=0/1028,7-14=0/894,6-14=276/0,5-15=526/0, 9-11=1675/0,9-12=0/946 NOTES- 1)Unbalanced floor live loads have been considered for this design. 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. -�Q`ED PRop 5 NG(NEe.R �0 2 4 89782PE r � � . r ' -7 'REGON o'' 1% qi1 yPAU L , EXPIRES: 12/31/2016 August 7,2015 1 t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.02/162015 BEFORE USE Design valid for use only with Mdek 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 budding designer.For general guidance regarding ivil ek- fabrication,goodly control,storage.dervery,erection and bracing.consult ANSI/TPI1 Qualify Crtleria,DSB-89 and SCSI Budding Component 7777 Greenback Lane Safely Information available from Truss Plate Institute.781 N.lee Street,Suite 312,Alexandria,VA 22314. Suite 109 r6mc Hninhrc_CA 9561n • Job TrUSS Truss Type Oty Ply POLYGON R45124656 PL15-264 UPPER F09 Floor 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Aug 07 13:54:00 2015 Page 1 ID:DFkz9p3tCrPAGZnV berKOtyJvgB-MtlgEJcfn0EO7HADVCgiGheXZnbxA2zXyJHyHygBiL I 2-6-0 I 7-1-12 11 1-7-0 11 0-9-B 1 2-3-0 I I 7-3-0 1 1 1-7-0 1 11-6-1.71 Scale=1:28.2 454-- 1.5)(3 1.5x3 II 3x5= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 10 e ? - O / / \ O / N n O e e •e' e Adll 1-1,1: 16 15 14 13 12 3x4 = 3x4= 3x4= 3x6= 1.5x3 II 4x4= 3x4 = 12-10-12 I 4-10-12 15-512 r-0-12 1 11-8-12 124-121 1 16-2-8 I 4-10-19 0-7-0 0-7-0 5-8-0 0-7-0 0-7-0 3-3-12 Plate Offsets(X.Y)— j7:0-1-8.Edge] [12:0-1-8 Edge)4i5.0-1-8 Edge].[16:0-1-8.Edae] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deb lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.24 14-15 >797 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.38 14-15 >510 360 BCLL 0.0 Rep Stress!nor YES WB 0.51 Horz(TL) 0.04 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:73 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=707/0-4-4,11=707/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2402/0,3-4=-2402/0,4-5=-2402/0,5-6=-2764/0,6-7=2764/0,7-8=1993/0,8-9=1993/0 BOT CHORD 16-17=0/1493,15-16=0/2402,14-15=0/2656,13-14=0/1993,12-13=0/1993,11-12=0/1545 WEBS 3-16=-314/0,4-15=0/278,8-12=-636/0,2-17=1612/0,2-16=0/1011,7-14=0/903,6-14=-276/0,5-15=-512/0, 9-11=-1668/0,9-12=0/975 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)11. 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. .\fc PROFkss ,NGINEFR i029 ,- 8°782PE 1' `57 OREGON 0N. tib 2 4z:?- .."1" ,.... PA UL Vk EXPIRES: 12/31/2016 August 7,2015 4H ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMFJ(REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Mirek connectors.This design is based only upon parameters shown,and Is for on individual building component. 1- Applcabitty 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. ek� erector.Additional permanent bracing of the overall structure is the responsiblity of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI1 Quality Criteria,DSI-89 and SCSI Building Component 7777 Greenback Lane Safely Information avalable from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Suite 109 rams Heights,ra uwin Symbols Numbering System - a General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury rl♦� Dimensions ore in ft-in-sixteenths. Ilik Apply plates to both sides of truss 1 and fully embed teeth. 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 0 1 „ -/16 2. Truss aFor wide truss spacingbracingmust,be individual lateraldesignedby bracesnengineer.themselves 4 may require bracing,or alternative Tor I p bracing should be considered. 2 re I � U IIMPAPIllithi U 3. er ed tdsn dnand e o stack materials ooh Inadequately bracedshown trusses.ver 4. ProvideNevcopies of thisetruss igdesignloaig to the building C7-8 8 Cbl cS6 �- For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0-'Ad' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from `Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expresslynoted,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,ESR 1988 responsibility of truss fabricator.General practice Is to to slots.Second dimension is ER-3907,ESR 2362,ESR 1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In res "44Indicated by symbol shown and/or speicifiedects,equal to or better than that by text in the bracing section of the 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. I Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ■� reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. NMI ._ I1II, v 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. Is not sufficient. MBCSI: Building Component Safety Information, ° ke 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. • Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.02/16/2015