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Plans (4) /Z. S t �of S— OO"59 # / ?L- 1-4 Sw 4 i ECEWE© mit NOV 2 2015 CITY OF TIGARD �1/I iTe k® BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-358_UP_H Fax 916/676-1909 3410 BD 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: R43066372 thru R43066375 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. <<-? P R OP FSS , ‘.,\GIN f02 87• 2PE �9r q � SAT OREGON QZti fit' AMBER \1 0`S A. H ERCP EXPIRES:06/30/2015 October 21,2014 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. 11 Job Truss Truss Type Qty Ply 3410 BD R43066372 PL14-358_UP_H F02 FLOOR 6 1 Job Reference(gotionall Pacific Lumber&Truss Co., Lake Oswego.Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 09:48:02 2014 Page 1 ID:s3OybS_6sJgMSM2Sm_Dy9giZ-Y4VoFlfhtF4jADoPf4d0_XpcOTdwxebviXcjY9yRCAx - �_p0 00-M0 1-2-(?___ I Scale=1:40.5 4x4= 2x4 I I 4x4= 3x4= 3x4 = 3x4= 3x4= 3x4= 3x4= 3x6 FP= 4x4 = 3x4= 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 19 20 21 22 23 24 25 el 1- 'g .. g .• '2, • ' "` g . s • e e .' 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x4 = 4x6 = 3x6= 3x5= 3x6 FP"= 3x5= 3x5= 3x5= 4x4 = 4x4 = 3x6= 4x6 = 3x4 = 3x6 SP-=- 3x5 3x5= 17-7-2 I 16-5-2, 1 -0-21 1 23-9-0 16-5-2 0-7- 0 6-1-14 0-7-0 Plate Offsets(X.Y)- (18:0-1-8,Edae1,129:0-1-8,Edgel.130:0-1-8,Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL- in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.50 32-33 >567 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.78 32-33 >362 360 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.10 26 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:120 lb FT=0%F,0%E - LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 26=866/0-4-4 (min.0-1-8),39=866/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1608/0,3-4=-1608/0,4-5=-2891/0,5-6=-2891/0,6-7=-3859/0,7-8=-3859/0, 8-9=-4510/0,9-10=-4510/0,10-11=-4847/0,11-12=-4847/0,12-13=-4859/0, 13-14=-4859/0,14-15=-4583/0,15-16=-4583/0,16-17=4583/0,17-18=-3948/0, 18-19=-3948/0,19-20=-3948/0,20-21=-2879/0,21-22=-2879/0,22-23=-1613/0, 23-24=-1613/0 BOT CHORD 38-39=0/845,37-38=0/2287,36-37=0/3413,35-36=0/4222,34-35=0/4222,33-34=0/4716, 32-33=0/4891,31-32=0/4760,30-31=0/4239,29-30=0/3948,28-29=0/3427,27-28=0/2278, 26-27=0/847 WEBS 18-30=0/696,19-29=-578/0,2-39=-1183/0,2-38=0/1068,4-38=-952/0,4-37=0/846, 6-37=-730/0,6-36=0/625,8-36=-508/0,8-34=0/403,10-34=-288/0,14-31=-305/21, 17-31=0/551,17-30=-991/0,24-26=-1187/0,24-27=0/1072,22-27=-931/0,22-28=0/841, 20-28=-768/0,20-29=0/989 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. ,,,V PR OFF 3)Refer to girder(s)for truss to truss connections. is 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,Co ��(�?)N��R sZ- 5)Required 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 ��?' ?i9 attached to walls at their outer ends or restrained by other means. CC 870 2PE LOAD CASE(S) Standard LD CV - �Aj, OREGO., ti Q<U~ -C10.c , BER 1\ P-7 - A- HER` EXPIRES:06/30/2015 October 21,2014 4 I - A WARM. -Verity design paramc tors and READ M IES 07/THIS ANC matzo MITEK REFERENCE PAGE MIT 7473 re a 1,/25/2014 B!?l34f USE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. lilt Applicability of design parameters and proper incorporation of component s responsibility of buikling designer-not truss designer.Bracing shown �LiTek- 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 iUl fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety tnfonnafon available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314, Citrus Heights,CA,95610 If Southern Pine ISP]Lumber is specified,the design cxluas are those effective ob/01/201.3 byALSC a f ' Job Truss Truss Type Qty Ply 3410 BD R43066373 PL14-358 UP_H F04 FLOOR 3 1 _ Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 1 T 2014 MiTek Industries,Inc.Tue Oct 21 09:48:03 2014 Page 1 ID:s3crybS_65JgMSM2Sm_D_y9giZ-1 G3ASNfJeZDanNNbCo8FXIMsot2xg8g3xBLG4cyRCAw I 0-10-0 I 1 1-2-0 I 0-1 ___I-0 i 0-3-131 2-6-0 I I 1-2-0 I I 173-7 I Scale=1:19.8 1.5x3 II 3x4= 3x4 II 4x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 3x4= 4 5 5 7 8 3x4= 9 • • • e o e ,r ,,, / . lirii ijitt 1. 1111..-- --- - 17 16 15 6 ' 13 12 11 10 u 1.5x3 II 1.5x3 II 3x6 = 1.5x3 II 1.5x3 II 3x4 = 4x6= 3x4 = I 3-0-0 I 11-4-12 I 3-0-0 8-4-12 Plate Offsets(X,Y)— 12:0-1-8,Edgel,13:0-1-8,Edge),17:0-1-8,Edgel,18:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.05 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.08 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.00 10 n/a n/a " BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:56 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=634/0-3-8 (min.0-1-8),17=27/Mechanical,10=331/Mechanical Max Uplift 17=-72(LC 4) Max Gray 14=634(LC 8),17=106(LC 3),10=332(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=0/311,4-5=0/312,5-6=-570/0,6-7=-570/0,7-8=-491/0 BOT CHORD 12-13=0/491,11-12=0/491,10-11=0/491 WEBS 3-14=-409/0,5-13=0/713,5-14=-508/0,8-10=-610/0 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. LOAD CASE(S) Standard ��0. PR°FFs �5 NGINEF9 slot 87022PE �c— ' gi EXPIRES:06/30/2015 October 21,2014 - t r a tosoir 3-Verily design paamc cers and READ N TES CA'MS AND MIMED 1411Elf REFEREN:i PAGE MIT 7473 re c 1/25/2 013 BECIRE Design valid for use only with Mitek connectors This design is based only upon parameters shown,and 4 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 resporuibillity 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/TPf1 Quality Criteria.BSB-89 and SCSI Bonding Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine ISP)lumber is specified,the design values are those effective 06/07/2013 b1r ALSO 0 Job Truss Truss Type Qty Ply 3410 BD f. R43066374 PL14-358_UP_H F07 Floor 9 1 Job Reference(ootionall Paotic Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 09:48:04 2014 Page 1 ID:s3crybS_6sJgMSM2Sm_0_y9giZ-VSdZgjgxPtLRPXynmVfU3yv_ZHGiPZuCAr5gc2yRCAv _ I 1-0-0 1 1 1-2-0 I p-7-141 Scale:3/8"=1' • 4x4 = 3x4= 3x4= 3x4 = 3x4= 3x4= 354= 3x4= 4x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ' 17 18 19 e N 4 \ / N ! / / N /•\ /- i N "0„,. .\ � ` /,,..\`e N lr e 30 29 28 27 26 25 24 23 22 21 3x4= 4x5= 3x5= 3x5= 3x5= 3x5= 3x4= 3x5= 4x5= 3x4 = 12-6-14 I 11-4-14 1)-11-1� 1 18-8-12 I . 11-4-14 0-7-0 o-7-0 6-1-14 Plate Offsets(X.Y)- 112:0-1-8,Edgel.f23:0-1-8,Edael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.44 Vert(LL) -0.26 25-26 >848 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.41 25-26 >542 360 BCLL 0.0 Rep Stress Ina YES WB 0.49 Horz(TL) 0.07 20 n/a n/a BCDL 5.0 Code IBC201 2/T P12007 (Matrix) Weight:95 lb FT=0%F,0%E - LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.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) 30=818/Mechanical,20=818/0-4-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1480/0,3-4=-1480/0,4-5=-2571/0,5-6=2571/0,6-7=-3284/0,7-8=-3284/0, 8-9=-3615/0,9-10=-3615/0,10-11=-3587/0,11-12=-3587/0,12-13=-3327/0, 13-14=-3327/0,14-15=-2563/0,15-16=2563/0,16-17=-1483/0,17-18=-1483/0 BOT CHORD 29-30=0/789,28-29=0/2070,27-28=0/2972,26-27=0/3494,25-26=0/3638,24-25=0/3327, 23-24=0/3327,22-23=0/2981,21-22=0/2064,20-21=0/791 WEBS 12-24=-282/0,13-23=-406/0,2-30=-1105/0,2-29=0/967,4-29=-827/0,4-28=0/701, 6-28=562/0,6-27=0/437,8-27=-294/0,11-25=-265/0,12-25=-58/649,18-20=-1107/0, 18-21=0/970,16-21=-814/0,16-22=0/698,14-22=-586/0,14-23=0/723 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 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. <cgaV P R(F�ss LOAD CASE(S) Standard -5 - .,,. EF'9 X09 870 2PE • cv N5. EAT OREGO., /ti O<C/~ 9C, F�$ER \\ a . O ' A. H - EXPIRES:06/30/2015 October 21,2014 4 I - AI1'ARNIF'-Wily design paramemrsand RCADNO1ESONMIS ANDT(1i/DEDN7TEKREFERENCE PAGE N77U7473res.1,/23/X14SEW!/SE Design volid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M iTek• _ 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 Quattly CrBerla,D58-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Crtrus Heights,CA,95610 H Southern Pine(SA)lumber is specified,the design values arethase effective 06/01J2013 by ALSC • Job Truss Truss Type Qty Ply 3410 BD R43066375 PL14-358_UP_H F08 FLOOR 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 09.48:05 2014 Page 1 _ ID:s3aybS_6sJgMSM2Sm_Dy9giZ-zfB7A xt3hATH1hX_KCAjcAR95gjr8_cMPVgN8UyRCAu I 2-6-0 I)-6-13 I 1-2-0 II 1-9-11 1 �� Scale=1:30.6 3x4= 1.5x3 II 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x5= 3x4 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 N , _ ee e . e 1� 15 14 13 2, 11 3x4= 3x4 = 3x4 = 3x8 = 3x8= 3x5= 4-5-13 I 3-3-13 -10-431 1 14-2-0 f 17-7-0 I 3-3-13 0-7-0 0-7-0 9-8-3 3-5-0 Plate Offsets(X,Y)— f14:0-1-8,Edgef,)15:0-1-8,Edge) LOADING(psf) SPACING- 1-7-3 CSL DEFL. in (loc) 1/deft LA PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.11 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.35 Vert(TL) -0.19 13-14 >883 360 BCLL 0.0 Rep Stress Ina YES WB 0.59 Horz(TL) 0.02 12 n/a n/a - BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:80 lb FT=0%F,0%E ' LUMBER- BRACING- ' TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. " WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 16=505/0-5-8 (min.0-1-8),11=-315/Mechanical,12=1345/0-5-8 (min.0-1-8) Max Uplift l l=-415(LC 3) Max Gray 16=507(LC 3),11=15(LC 4),12=1345(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1253/0,3-4=-1253/0,45=-1253/0,5-6=-1040/0,6-7=-1040/0,7-8=0/1459, 8-9=0/1453 BOT CHORD 15-16=0/1030,14-15=0/1253,13-14=0/1409,11-12=-1078/0 WEBS 3-15=-377/0,2-16=-1112/0,2-15=0/547,7-12=-1622/0,7-13=0/1057,5-13=-404/0, 9-11=0/1163,9-12=-730/0 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. ,c1,c D PR OFF LOAD CASE(S) Standard CCGS� F�z � N cc 87022P� 9c i cv y �eOTOR GON 1f)Q<v 2i AMBER \\ OS A- HE';' EXPIRES:06/30/2015 October 21,2014 4 _ ) ®KAMMPG-Verty design parameters and READ fie 1DS ON THIS AND MM ED MITE%tsEFETtSM:i PAGE MDI.7773 res 1144018 BEVIE tfSE Design valid for use only with M7ek connectors ThS design is based only upon parameters shown.ands for an individual building component. l Applicability of design parameters and proper incorporation of components responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M iTek' _ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Carus Heights,CA,95810 If Southern Pine ISP)lumber is specified,the design values are those effective 04/01/3013 by At SC ,., , a ., { 10 0 0 ., Symbols Numbering. System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 6-4-8 dimensions shown in ft-in-sixteenths Property Failure to Follow Could Cause 3/" Center plate on joint unless x,y a offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury MEDimensions are in ft-in-sixteenths. 4� Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. or X-bracinonal diagonal TOP CHORDS 9 g,is always required. See BCSI. 01 „ 2. Truss bracing must be designed by an engineer.For '/16 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I —011t IL\Illillte p racing should be considered. 1-100, U O= 3. Never exceed the design loading shown and never O � stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7 e co-? cs 6 i— designer,erection supervisor,properly owner and plates 0 ''i ' 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 0110 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,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that "fr Indicated by symbol shown and/or Si?represents values as published specified. bytext in the bracingsection of the by AWC in the 2005/2012 NDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. If indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. 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. t4=AO reaction section indicates joint ImmEl number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. II 18.Use of green or treated lumber may11.71.7.1 pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: Building Component Safety Information, Tel( 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, M ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013