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Plans (42) frt- s 0-6 1 2- %)cc /1/(A/et r r— ME lilt I us-5-- 5 ti, MU ,. . OFFICE COPY MiTek, MITek USA, Inc. 250 Klug Circle Corona,CA92880 951-245-9525 11 IL Re: 17-MM891 9 PacWest Resoration,Inc. r , - JUN *-:, :/.,id)i r ' ' L7 0.k...11;*.s 1)t; ) 3 RJ The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Precision Roof Trusses,Inc. Pages or sheets covered by this seal: K3271467 thru K3271470 My license renewal date for the state of Oregon is December 31,2017. (c..c,,z) PRQ1 ,.AGINEr- C.) > '. ,„‘-- Qi3) 0 1- 44, 17 89200PE r-- c) a- 7 OREGON 44/ 'O -T)r' 14 2-'3\ i- F?R11-1-. June 2,2017 Baxter,David IMPORTANT NOTE Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and'has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply PacWest Resoration,Inc. K3271467 17-MM8919 A01 GABLE 16 1 1 ,Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 13:12:43 2017 Page 1 ID:Ff?gPYhL6ejtxxlmHgPKeDzAK27-_Kh3PchuEs2y1 Fol vG2D?6mAsTs2kW4SC811JIzAJLY -2-0=0t _ 16:10=8 2-0-0 16.10.8. 16.1 8 I 2-0-0 Scale=1:61.3. 4x4= 6.00 112 15 16 14 5513 = 17 12 - _ 1856 11 19 3x6 ;1,0 20 I 9 -• 21 3x6 78 _ 22 col 01 �' ( i ` 4/423 24 s -, `� f _ 25 3 1 i - 27 54 Y - 57 c,1 2 : . . .� . . . . . . . . . . . . . . n ® ® 0 29 28 s = = = 1 j 11 3x4= 3x4 = 53 52 51 50 49 48 47. 46 45 44 43 42 41 40- 39 3837 36 35 34 33 32 31 30, 3x6= 33.9-0. 33-90 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.02 29 n/r 120 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.13 Vert(TL) -0.04 29 n/r 90 BCLL 0.0 * Rep Stress Incr YES WE 0.11 Horz(TL) 0.01 28 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-R Weight:221 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied ori6.0-0 oc purlins. SOTrCliORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 HF Std WEBS 1 Row at midpt 15-42 I *Trek recommends ttlatStabilizees•and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 33-9-0. (Ib)- Max Horz 2=181(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2,28,43,44,45,46,47,48,49,50,51,52,53,41,40,38, 37,36,35,34,33,32,31,30 Max Gray Allreacticnsr2501b or less atjciint(s);42,43;44,45,46,47,48;49;50;51,52,53,41,40;38, 37,36,35,34,33,32,31,30 except 2=286(LC 1);28=286(LC 1)c FORCES. (lb)-Max.Comp./Matt.Ten.-All^forces 250(lb)or less except when,shawl% NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Mutt=120mph(3-second=rfust)V(IR+C2012)=9Srnph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;ExpC;enclosed; MWFRS(envelope)gable end zone and�C-C Exterior(2)-2»0.0 to 1.0.0,Interior(1)1-0-0 to 16-10-8,Exterior(2)16-10.8 to 19-10--8 zone;cantilever left and right exposed;end vertical left and right exposed;C•C formembers and forces&MWFRS for.,reactions shown;Lumber DK)L=1;80 plate grip DOL=1,60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building as per ANS11TPI 1. 4)All plates are 2x3 MT2O unless otherwise indica ed. c5' 5)Gable requires continuous bottom chord beating. `- i V' y f�� c, 0 6)Gable studs spaced at 1-4-0 o7i 7)This truss has been designed for a 10.0 psf bottom chord Are load wah any other live loads- p 8)*This truss has been designed for a live load of 26.Opsf on the bottom chord in ax areas where a rectangle 3-6-0 tail by 2-0-0 wide { will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable ofwithstanding 100 lb at joirt(s)2.28,43,44,45, 46,47,48,49,50,51,52,53,41,40,38,37,36,35,34,33,32,31,30. %.• . 0 fir ON f0 ` }, 1 4.2�� t.:1-1- 11/TR }- 'TRR1t\- EXPIRES' 12131/2017 June 2 2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IAMB REFERENCE PAGE 111/1-7473 rev.10/031201USE5 BEFORE j # Design vatd for use arty with MiTek i connectors-This design is based only upon parameters shown,and is for an individual budding component,not1121 i. a truss system.Before use,the bidding designer mast verify the appficabdty of design meters and properly incorporate this design building design.Bracing indicated is prevent bucking of individual truss web a ndroe nftord members only.Adrationaltemporary and permanent M is always required for stabrdy and to prevent collapse with possible personal injury and property damage.For general guidance regarding the t r'ATek ft fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPH Quality Criteria,DSB419 and BCSI Swirling Component 250 Carte safety hrn roematioavaiaDfe flan Truss Plate Irsf9nde,2881Y'.LeeStreet,Suite 312,Alexandria,VA 22314. 6 Carona,CA 92000 _ _ i 'Job Truss Truss Type Qty Ply PacWest Resoration,Inc. K3271468 17-MM8919 A02 STANDARD 8 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 13:12:44 2017 Page 1 ID:Ff?g PYhL6ejtxxlmHgPKeDzAK27-TWFRcyi W?9ApfPN DT_ZSYJJ I Ot3rToVcRoUrrkzAJLX -2-0-0 , 6-0-0- 11-5-4 i 18.10.8 22-3-12 27-900' 33,-9-0 ' 35-9-0 2-0-0 L 6-0-0 5-5-4 5-5-4• 5-5-4 5-5-4 6-0-0 2-0-0 Scale=1:605 4x4= 6.00 12 6 In ,213x4 % 3x453x6 i 013x6n 4a 2x3, �� E 2x3// 3 g 20 23 2 G 10 �l °l 11) d1 15 16 17 13 18 19 4/11112 3x4= 14 3x4'_ 3x4 = 3x6 = 3X4 = 3x6= I 8-8-10 I16-10-6 I 25-0,6 I 33-9.0 I 8,8.10 8-1-14 8.1-14 8-8-10, Plate Offsets(X,Y)-- f2:0-0-14,Edgel,f10:0-0-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.18 14-15 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.67 Vert(TL) -0.38 14-15 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(TL) 0.12 10 n/a n/a cCbL 100 1 "Cdde I C2012/TP12007 Matrix-R Wejght:1'54Ib FT=0% 'LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural woad sheathing directly applied or 3.6-5 oc purlins. BOT CHORD 2x4 DF No.2 BOTCI-IORD Rigid ceiling directly applied or 10-,0-,0 on bracing, Except: WEBS 2x4 HF Std 8-5-5 oc beading:2-15. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1543/0-3-8,10=1543/0-3-8 Max Horz 2=181(LC 12) Max Uplift 2=-366(LC 12),10=-366(LC 13) FORCES. (lb),-Max.Cannfn./Max.Ten:-Alf forces 2505(lb)or less except when:shown. TOP CHORD 2-3=2594/542,3.5=2334/496,5-6=-1645/431,6.7=-1845/431,7-9=-2334/496, 9,10=-25941543 BUT CHORD 2-15=447/2234,14-15=-35411823.12-14=-225/1823,10-12=-366/2234 WEBS 3-15=-321/235;5-15=-73/460,5-14=-6291297,6-14,19,1/1045;7-14=4291297, 7-12=-73/460,'9-12=-321/235 NOTES- 1)Unbalanced,roof live loads have been considered for this:design. 2)Wind:ASCE 7-10;Vult=120rnph(3-senor gust)V(1RC2012)=95tnph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.Il;Exp C enclosed, MWFRS(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 16-10-8,Exterior(2)16-10-8 to 19-10-8 zone:cantilever lit and right exposed:end vertical left and right exposed:C-C for members and forces&II/WFRS for reactions <'G- ° PRO fes shown;Lumber DOL=1.60 plate grip DOL=1.60 'ri 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. t., ( �,q /L' 4)*This truss has been designed for a live toad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BUM_=10.0paf. 89200 R E ( 5)Provide mechanical connection(by others)of truss to bearing plate capable of wifhsta ting 100 lb uplift at joirrt[s)except( ) 2=366,10=366. - , ;, OREGON 14/ EXPIRES. 12131/2017 qjJune 2,2017 �,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE Mr-7473 rev.101032016 BEFORE USE. Design valid for use nary with&Web nectars.This design is based only upon parameters shown,and is for an indvidual buttering component oar a truss system.Before use,the building designer must way She applicalsgty of design parameters and property incorporate dels design into Bre ovev bribing design.Bracing indicated is to pretreat bucking of individual lass web and/or chord members only.Additional'temporary and pentwerent bracing MiTek* is always required for stability and to prevent collapse wth possible personal injury and property damage.For general guidance regarding the 1 e °*. +�I. fabrication,storage,dedvery,erection and bracing of trusses and buss systems,see ANSgrPn Quality Criteria,058-89 and SCSI Building Component 250 KIug Ciede Safety Information evadable nein Truss Plate lnstdeee,218 N.Lee Street;Spate 312,Alexandria,VA 22314. Comm,,CA 92880 'Job Truss Truss Type Qty Ply PacWest Resoration,Inc. K3271469 17-MM8919 B01 GABLE 16 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 13:12:47 2017 Page 1 ID:Ff?gPYhL6ejtxxlmHgPKeDzAK27-t5waE k014YOWs6o8669Ayxss4E3gJ427mjVS3zAJLU -2-0--0: 16.0-8, 32-1-0i 34-1-0,- 2-0-0 16-04 16.0-8 2-0-0 Scale=1:56.5 4x4,= 6.00 112 14 15 13 °0 5112 7 16 5 3x6% 11 , ' \, 172 10 2 18 3x6 89 1920 7 - . l 21 a6 22 co 5 _ ! - 23 I 4 :'.7 d 1 I . 3 25 50j__ 53 2 26 of i. i ---- �i 2714 4'= 49 48 47 48 45 44 4 42 41 46 39 38,37 36 35 34 33, 32 31 30 29, 28, 3x4= 3x6= 32-1-0 l 32-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/det1 L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.02 27 n/r 120 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.12 Vert(TL) -0.03 27 n/r 90 BCLL 0.0 * Rep Stress!nor YES WB 0.17 Horz(TL) 0.01 26 n/a n/a BCDL 10.0 Code IRC2012fTP12007 Matrix-R Weight:204 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-i0 oc puffins. BOT CHORD 2x4 DF No.2 BOT'CHORD Rigid ceiling directly applied or 10-0-=0 roc bracing. OTHERS 2x4 HF Std UliT.ek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 32-1-0. (Ib)- Max Horz 2=173(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2,26,40,41,42,43.44,45,46,47,48,49,38,36,35,34, 33,32,31,30,29,28 Max Gray Alt reactions 250.ilp or.less atijant(s)39,40„4,1,42,4,3,44:45,46,47,48,49,38,36,35,34, 33,32,31,30,29,28 except 2=289(LC 1),26=289(LC"1) FORCES. (1b)-Max.Comp./Max.Ten,-AI forces 250(lb):or less except when shown, NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wed ASCE 740;Vult=120mph(3-secondgust)V(IRC2012)=95ph;TC©L=4.2psf;BCDL=6i0psf;h=225ft;'Cat.I);Expo,enclosed; MWFRS(envelope)gable end zone and C-C Exteror(2)-2.0.0 to 1.0-0,Interor(1)1.0-0 to 16-0=8,Exterior(2)16.0-8 to 1940-B zone; cantilever left and right exposed;end vertical left and>rigbt exposed;C•C for rnermbers and forces 8,MWFRS for r tions shown; Lumber DOL=1:50 plateigrip DOL=1,80 3)Truss designed for wind!clads in the plane,af the truss only. For studs exposed to wind(normal to the falx),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x3 MT2O unless otherwise indicated. 3 P P OF�CS 5)Gable requires bottom chord bearing_ 'l-�i I' (N u�' 6)Gable studs spaced at 1-4-0 oc. O9 Q 7)This truss has been designed for a 10.0 psf bottom chord live load with any other live toads_ 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tad by 2-0-0 w 4Z' 9200P E �c win fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,26,40,41,42, j 43,44,45,46,47,48,49,38,36,35,34,33,32,31,30,29,28. Ct -7 1 1- , OREGON L(,, ,/,,,,, ), 14, � � RRt EXPIRES' 12)31/2Q1J June 2,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED!WEB REFERENCE PAGE e(1-7473 rev 10/0312015 BEFORE USE fYY Design valid for use only with.,MTelrimnraectors.This design is based only upon,parameters shown,and is for an inieiduai building component,not ? a truss system.:Before use,Me budding designer roust verify Ste of design parameters and property incorporatethis design aMi do e ov�erae budding design.Bracing indicated is to prevent buckbrig of individual truss web ander chord members only.Additional temporary axe permanent bracing MiTek' is always required for steady and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSarPH Quality Criteria,OSB-S9 and BCSI Budding Component 1 250 King Circle Safety Information avatat:4e from Truss Plate lnditde,218 N.Lee Street,Site 312 Alexandria,VA 22314. l Corona,CA 92Bt 'Job ' Truss Truss Type Qty Ply PacWest Resoration,Inc. K3271470 17-MM8919 B02 STANDARD 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 13:12:50 2017 Page 1 I D:Ff?gPYhL6ejtxxl mHgPKeDzAK27-Hgcit?nHb?wyNKgNgEgsnaZDcl29tbl UpkxA3OzAJLR -2-a-a 8-3-10 16-0.8. 23-9-6%. I 32-1-0 , 34-1-0' 1 2-0-0 8-3-10 7-814 7-8-14 8-3-10 ' 2-0-0 Scale=1:57.8 4x5= 6.00 112 5 16 17 3.6 i 3x6 2x3 \\ 4 ••••••001.:000011101.11.11.11113 5 2x3 // 3 V, 44, 7 15 18 2 a -- d1 �l .. 9 Iy T 12 13 11' 14 10. e-, 3x5 = 3x5= 3x4= 3x8 M t BSHS= 3x4 = 10,109 21-2-7 I 32-1-0 10-10-9 10,3-13 10.109 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.48 10-12 >803 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.93 Vert(TL) -0.76 2-12 >501 180 M18SHS 220/195 BCLL 0.0 * Rep Stress lncr YES WB 0.39 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-R ,! Weight:131 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-24 oc purlins. BOT CHORD 2x4 DF No.2 BOTCHORD Rigid ceiling'directly applied or 2-24:l oc bracing. WEBS 2x4 HF Sid MiTek.recomertds that Stabilizers and required cross bracing be ietalled during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1473/0-3-8,8=1473/0-3-8 Max Horz 2=173(LC 12) Max Uplift 2=-351(LC 12),8=-351(LC 13) FORCES. (lb)-Max.Corrpu./Max.Ten.-Alt forces 250(l¢)=or less except:W/64 4shown. TOP CHORD 2-3=-23361485,3-5=-2052/479,5-7=-2052/479,7-8=-2336/485 ,BOT CHORD 2-12=-464/1987,1012=-168/1331,8-10=-299/1987 WEBS 3,12-4991348,5-12=-2031775,5-10=200/775,7-10=-499/348 NOTES= 1)Unbalanced roof Jive toads have been considered for this design. 2)Wind:ASCE 740;Vult=l2Orrrph(3-second gust)V(IRC2012)=95s ph;TCDL=4.2psf;BCDL=6+Opsf;h=25ft;>CM.II;Exp C;enclosed; MWFRS(envelope):gable end zone and'C-C Exterior(2)-20-0 to 1.0-0,Interior(1)1+0-0 to 16-048,Exterior(2)/6-0-8 to 1.9,0-8 zone; cantilever left andright exposed;end vertical left andfright exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.80;plategrip DOL=1.80 3)All'plates ace MT20 pl•ates unless otherwise indicated. 4)This truss has been designed fora 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a tele 3-6-0 tai by 2-0-0 wide vr, P R F will fit between the bottom c he d and any other members,with BCDL=f0.t)psf. `C 66' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) ,,.;ti . I ,9 �t2 2=351,8=351. 444. 89200P c- 4Z-- 7 OREGON ,/i EXPIRES: 12131/2017 June 2,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AA TEA REFERENCE PAGE/8.7473 rev.10/03/2015 BEFORE USE. IMMO Design valid for use only with iWeida connectors.This design is based only upon parameters shown,and a for an individual bulldog component not111 th a truss system..Before use, e budding g designer must verSy the appecabigy of design parameters and property incorporate this design into the over i building design.Bracing indicated is to prevent balsam of isdvedrral truss web and/or chord members only.Material temporary and permanent bracing i i YE 1 1k 11 A IT is always required for stability alpr to event collapse watt possible personal irgury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSSTPN Quality Criteria,DSB-89 and SCSI Building Component I 250 Klug Circle Safety Information available from Truss Plate Institute,2t8 N.Lee Street,Suite 312,Alexandria,VA 22314. 6 Cerrnta,CA 92 Symbols lumbering System A Gel' ere Safety Notes PLATE LOCATION AND ORIENTATION 13/4' 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 mr Dimensions are in ft-in-sixteenths. I4 Apply plates to both sides of truss 1 2 3 1, Additional stability bracing for truss system,e,g. and fully embed teeth. TOP CHORDSdiagonal or X•brecing,Is always required, See SCSI. �_ 0„y �� F S1•s ;2-3 2. Truss bracing must be designed by an engineer.For 1B wide truss spacing,Individual lateral braces themselves O WEBS �aq 4 may require bracing,or alternative Tor I k pec bracing should be considered. 3. Never exceed the design loading shown and never II s`°� a V stack materiels on inadequately braced trusses. I— - a 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate LA o¢r c�° �— designer,erection supervisor,property owner and plates 0- '+d'from outside BOTTOM CHORDS all other Interested parties. edge of truss. 8 7 6 5 S. Cut members to bear tightly against each other. 6. Place plates on each face of trues at etch .... This "symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint ewe . required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIITPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARI IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1. Plate location details available in MITek 20/20 NUMBERS/LETTERS. RS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%et 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 end Is the 4 x 4 width measured Perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice 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 Trusses are designedin all respects,equal to or better than that P Indicated by Symbol shown and/or for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft,spacing, or less,if no ceiling Is installed,unless otherwise noted. BEARING established by others. •/ 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons vary but reaction section indicates joint 18.saDop not cut or alter truss member or plate without prior ®2012 MiTek�All Rights Reservedproval of an engineer, 'S\ number where bearings occur. 17.Install and load vertically unless indicated otherwise, r<� Min size shown is for crushing only. NEk, 18. anae "=-" environmentalUseofgreenor,heetrekhted orlumber performancemaypoe0 risksu.Consultacceptwblith Industry Standards: MIproject engineer before use. ANSI/I`P11: National Design Specification for Metal 19.Review all portions ofthia design prone,beck,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing picturae alone DSB-89: Design Standard for Bracing, is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, r,i 1 I"e k.oANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015