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Plans (13) NMI RlEituri ' A 1333 r v %�flk h V4 tts FEB t6, M1 MlTek. BilitoGoivisiUN �. 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. <c•-" PRDp� $' GINE 9 fQ ' 87, 2PE VI‘40,,,, OREGON ct(; �t -Po . BER ,\ .#) EXPIRES:05130/2015 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. 4 Job Truss Truss Type Qty Ply 3410 BD R43066372 PL14-358_UP_H F02 FLOOR 6 1 Job Reference(ootionall 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 IDa3crybS65JgMSM2Sm_Dy9giZ-Y4VoF1fhtF4jADoPf4d0 Xpc0TdwxebviXcjY9yRCAx 1 1-0.0 I 0-M9_ 2 9.41 l i Scale=1:40.5 4x4= 2x4 II 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 N e a 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= 17-7-2 16-5-2 1 -21 I 23-9-0 I 16-5-2 b--07-0 6-1-14 0-7-0 Plate Offsets(X,Y)- 118:0-1-8,Edge1.129:0-1-8,Edgel.130:0-1-8,Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Lid 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 IBC20121TP12007 (Matrix) Weight 120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400E 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 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=-394810, 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=-1187/0,2427=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. �c) PRO - � 3)Refer to girder(s)for truss to truss connections. kr$ 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,Gj �NGINE 0 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 9 attached to walls at their outer ends or restrained by other means. 870 2PE LOAD CASE(S) Standard CD CV 7 '0.),OREGO /rs �/ 0 AMBER '� ' A. HP EXPIRES:06/30/2015 October 21,2014 4 t A 4W4RcNINS.Vet/f9 rdesiyrx paramtkrs ax:1 READ MIES 0#M THIS Ale DEVPIED t4!7EK REFERENCE MOA MU 7473 roc 1/29/2084 DEMME Design valid for use only with Mgek connectors.This design is based only upon parameters shown,and is for an individual building component. T+ 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 x�T� ° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IMI 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPlt Qualify Cdteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety informaton available from Truss Plate Institute.781 N.Lee Sheet,Suite 312 Alexandria,VA 22314. Citrus Heights,CA,95610 it tasrthcrn:Pine ISA cantor is specified,the AAMgesvuluex one.those OG/01/2013 byAtSC • 1 Job Truss Truss Type Oty 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 11 2014 MiTek Industries,Inc.Tue Oct 21 09:48:03 2014 Page 1 ID:s3crybS_65JgMSM2Sm_Dy9giZ-1 G3ASNfJeZDanNNbCo8FXIMsot2xg8g3xBLG4cyRCAw 1 0-10-0 I I 1-2-0 I I01r0 I 9-3-11 2-6-0 I 1 1-2-0 1 1 1-37 1 Scale=1:19.8 1.5x3 II 3x4= 3x4 II 4x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 3x4= 4 5 6 7 8 3x4= 9 e •® • ee —1 a ea e N. Ni 9 \ 0 o e e „ ti o e 17 16 15 13 12 11 10 1.5x3 II 1.5x3 II /\ 3x6 = 1.5x3 I I 1.5x3 I I 3x4 = 4x6= 3x4 = 1 3-0-0 I 11-4-12 1 3-0-0 8-4-12 Plate Offsets(X,Y)— f2:0-1-8,Edgel,f3:0-1-8,Edael,f7:0-1-8,Eduel,f8:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 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 Uplift17=-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 ....0PR OFF`SS ca AGI ' -/Q `t 87022Pv PE ter" y 'S,,, OREG N r7' W "SCbSt 18ER 1a Pte© A. NEIN EXPIRES:06/30/2015 October 21,2014 4 l A WARN7t -Way desiyapram ralrsuu.1READ f/7TES O4THIS ANL l (510/IIT€SR€€€SENIEl $117473mS1,12Sf20I1�USE - —•• Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual bulding 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 1Y[i 1e fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Qualify Criteria,DSB-89 and SCSI BuBding Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citms Heights,CA,95610 ifSeuthenss tenet-5P)Iaanatier it VrexfleaS,the'design aaristes are tract effective 06{455(2013 by ASC • Job Truss Truss Type Qty Ply 3410 BD R43066374 PL14-358_UP_H F07 Floor 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,inc.Tue Oct 21 09:48:04 2014 Page 1 ID:s3crybS_6sJgMSM2Sm_Dy9giZ-VSdZgjgxPtLRPXynmVf J3yv_ZHGiPZuCAr5gc2yRCAv 1 1-0-0 1 1 1-2-0 11"-7-141 Scale:3/8"=1' 4x4 = 354= 3x4= 354= 3x4= 3x4= 3x4= 3x4= 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 o AT-144114S o / �a/ N. /r !o 4/ N�/_ /-44 !o 4/ \ e c / \ o e- o o e 30 29 28 27 26 25 24 23 22 21 g 3x4= 4x5= 3x5= 3x5 = 3x5= 355= 3x4 = 3x5= 4x5= 3x4= 12.6-14 I 11-4-14 11-11-14 1 18-8-12 I 11-4-14 0-7-0 0-7-0 6-1-14 Plate Offsets(X,Y)- 112:0-1-8,Eduel.123:0-1-8,Edoel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Lid 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 Incr YES WB 0.49 Horz(TL) 0.07 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:95 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) 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. ,?,,t0 PR 0 -.E. < LOAD CASE(S) Standard Co ��G���fi ��* Q 870 2P •g.y 4:>, OFHEGO q, �41./ 1$ S4r's 1\ �. A. H� tyP EXPIRES:06/30/2015 October 21,2014 i t A tfASNIP/J-Ver-'.fydesign parame rens aad READ MIES 0//THIS At MIXED MTV(REFERENT PAGE MIT 7 473 rep.i,/25/2014 BEM I/SE milml... 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 MiTek. ek" 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,OSB-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 Seetheth Pinel&P)taunbes isopecttied"the elesign values ate.these-effective OG 02f2f113 by ABC / 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:s3crybS_6sJgMSM2Sm_D_y9giZ-zfBxt3hZAATHI hX_KCAlcAR9sgjr8_cMPVgN8UyRCAu I 2-8-0 Q-613I I 1-2-0 II 1-9-11 I 1_10-8-0 Scale=1:30.6 3x4= 1.5x3 I I 1.5x3 I I 1.5x3 I I 3x4= 1.5x3 II 3x5= 3x4 I I 3x6= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 F. _ e_ e ° oN N ee e 1'' 15 14 13 '' 11 3x4= 3x4= 3x4 = 3x8= 3x8= 3x5= 4-5-13 3-3-1310-1 14-2-0 I 17-7-0 I 3-3-13 0-7-0 0-7-0 I 99-8-3 3-5-0 Plate Offsets(X,Y)— 114:0-1-8,Edgel,115:0-1-8,Edgel LOADING(psi) SPACING- 1-7-3 CSI. DEFL- in (loc) 1/deft Ud 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 Incr 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 Upliftl 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(Ib)or less except when shown. TOP CHORD 2-3=-1253/0,3-4=-1253/0,4-5=-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. LOAD CASE(S) Standard ��-St,‘ N 'z0 �� 2 87022P: �r � 70 OR1 EGON ��Ga�1 A. HERD EXPIRES:06/30/2015 October 21,2014 tt , A 1W1411413-Verity dcstiinpark€ersartdREAD r TES GYTHIP"ANOMIMED MIT€!/REFERENCE PAGE 1411.7473roe,1/25/2014.SETAE USE mil.. 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 s the responsibillity of the .MiTek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(TP)lumber it cified,the Besign:wlues ace O3 se effective O8SOs.3 byALSC f 6 Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 /4 I I (Drawings not to scale) offsets are indicated. Damage or Personal Injury rel= Dimensions are in ft-in-sixteenths. •4 Apply plates to both sides of truss 1 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing,is always required. See SCSI. 2. Truss bracing must be designed by an engineer.For 0-VI 6" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I 311M11111E pi ce p bracing should be considered. rp 100-° O°' 3. stackNeverexceedmaterialstheondesigninadequatelyloadingbracedshown andtrusses.never U 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7 8 c6 7 CS 6 Or designer,erection supervisor,property owner and plates 0 ''u 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. of Software or upon request. 8. Unless exceed 19%at timfetof fabrica}on.lumber PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC E$Reports: use with tire 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 i� Indicated bysymbol shown and/or SYP represents values as published specified. i� Y by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. If indicated. - 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but Cr 2012 MiTek®All Rights Reserved approval of an engineer. 411=0 reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. Ili INN el ►. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: Mil ANSI/TPij: 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 is not sufficient. DSB-89: Design Standard for Bracing. •''''''' .,,, e e BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013