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Plans (73) /1.S r—,2-a/c€ - UU�z7 11/1—11 / 3 6-7r <5 w set—L6 MiTek° . MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL12-211_UPPER Fax 916/676-1909 POLYGON 4ABC 11/2012 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:R35370856 thru 835370860 My license renewal date for the state of Oregon is June 30,2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. � b PR()Fe- , s �t1G /O ,�� // ' 497 :E;�c,�� s.�' Digital Signature EXPIRATION DATE:06/30/14 October 26,2012 Tingey,Palmer 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. MIN MIMI MiTeIC MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL12-211_UPPER Fax916/676-1909 POLYGON 4ABC 11/2012 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:R35370856 thru R35370860 My license renewal date for the state of Washington is August 1,2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. y4.01.S.T7A,C 4Q' o WA ,t <<C Cs - o i October 26,2012 Tingey,Palmer 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. _ _ I f Job Truss Truss Type Qty Ply POLYGON 4ABC 11/2012 R35370856 PL12-211_UPPER FG FLOOR TRUSS 1 1 Job Reference(ootionall Pacific Lumber&Truss Co.,Hillsboro,Ore 7.250 s Aug 25 2011 MTek Industries,Inc Fri Oct 2610:06:30 2012 Page 1 ID:Fz9QzgfDnT1lgjap2TkUzyPYh-ITFUeM2nJD7JzVh5RfMDdGrkHxontoJdkfZUIQyPYRd 1 1-0.0 1 1 1-0-12 11 1-2-0 IFI Scale"1:96.9 tecta II 1599 II 1S93 II 1.559 II 1.54 II 1.559 II 1563 II 154 II SS FP= 1.593 II 495= 1 2 9 4 s e 7 e 9 10 11 12 13 /4 15 16 17 18 19 m 21 2 • i Ahh.lir499mr..mr• �� 9,17.91 99 II 91 b A 29 27 26 25 24 99S= 99e= SB FP= 9x5= t es II 9x5= 9x5= 995= 39S= 496= 996= 1.so SP= 9x5= 9-11-12 >1-L12 1 1 7312 P.O.-7'4;10-7-0 1 1z-10-0 731-12 Plate Offsets(X.Y1: j1:Edge.0-1-8J.18.0-1-8.Edae].129:0-1-8.Edae] LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.34 28-29 >770 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.53 28-29 >492 360 BCLL 0.0 Rep Stress Ina NO WB 0.65 Horz(TL) 0.08 23 n/a n/a BCDL 5.0 Code IBC2009/TPI2007 (Matrix) Weight 111 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF 2400F 2.0E end verticals. WEBS 4 X 2 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 35=664/0-5-8 (min.0-1-8),23=990/0-5-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1265/0,3-4=1265/0,4-5=-2252/0,5-6=2252/0,6-7=2969/0,7-8=-2969/0, 8-9=3443/0,9-10=3443/0,10-11=3800/0,11-12=3800/0,12-13=3802/0, 13.14=3802/0,14-15=3584/0,15-16=3584/0,16-17=3122/0,17-18=3122/0, 18-1 -3122/0,19-20=1950/0,20-21=195010 .10,1t S.A\.,- TJA70 BOT CHORD 3435=0/664,33-34=0/1788,32-33==0/2652,31-32=0/2652,30-31=/3443,29-30 /3443, 424' WASj�j t:1 28-29=0/3688,27-28=0/3833,26-27=0/3721,25-26=0/3380,24-25=0/2797, ��,O 1a ,t 4, 23-24=0/1035 r• WEBS 2-35=932/0,2-34=0/815,4-34=732/0,4-33=0/650,6-33=560/0,6-31=/445, _ �. 8-31=734/0,21-23=-1410/0,21-24=0/1282,19-24=1187/0,19-25=0/455, 16-25=-362/0,16-26=0/285,10-29=-496/46 1 NOTES30496 44,-, 1)Unbalanced floor live loads have been considered for this design. '�G :4°2)All plates are 3x4 MT20 unless otherwise indicated. `�Z, 0.1STtV- 3)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,..-s„ t1C) 4)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbadcs to tONALE 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)468 lb down at 18-3-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ti00 PR DFF LOAD CASE(S) Standard �" Ole 4-,9,%°./0„ 1)Floor:Lumber Increase=1.00,Plate Increased1.00444 9 Uniform Loads(O .-C . 6;::e"E r Vert:23-35—5,1-22=50 Concentrated Loads(Ib) !' Vert19=-468(F) (fes` "O I;.7-O SCO Digital Signature EXPIRATION DATE:06/30/14 j October 26,2012 r / QlalRxrIXI•Verify deluge parameters and READ NINES ON TEIS A! DL nas AND INCLUDED MINK REFERENCE PAW idg-T4n BEFORE USE. 10. Design valid for use only wilh MTek connectors.This design Is based only upon parameters shown.and is for an individual budding 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 stabilly during construction is the responsibillify of the _11/:Te erector.Additional permanent bracing of the overall structure is the responsibility of the bufldng designer.For general guidance regarding 1Y9I[ l fabrication,quality control storage,delivery,erection and bracing.consult ANSI/1111 Qually Cdleda,059.89 and ICSI building Component 7777 Greenback Lane,Suite 109 Safely outh rnrn Pine(Sevadable or SPp)lumberr is s Plate cifiet the design values are 312.Alexandria, effective Ofe41/20f2 by ALSO or proposed ty!S Citrus FMiphis,CA 95610 • Job Truss Truss Type Qty Ply POLYGON 4ABC 11/2012 R35370857 PL12-211_UPPER FI-1 FLOOR TRUSS 22 1 Job Reference(optional) Pacific Lumber&Truss Co.,Hillsboro,Ore 7.250 s Aug 25 2011 MiTek Industries,Inc Fri Oct 2610:06:31 2012 Page 1 ID:Fz9QzgfDnT1 tgjap2TkUzyPYh_-mgptri3Q4XFAbfGH?MtSATNtsL5TcDfmzJJ 1 s0yPYRc 1 2-0-0 1 2-0-0 I I 2-0-0 1 1.54 it 1-2-0 I I 1-0-6 I I 1-9-0 1 Scam-1:373 1.54 11 1.50 11 Sse= 1.54 II 944= 1.54 II 364= 1.50 II 144= 34 FP= ars= 1.563 II 3.e= 1.54 II 1 2 3 4 5 6 7 6 9 /0 11 12 13 14 i e - - 9 �77 6 • ` e / �/ \ ! / \ ^i s ' -6 6 kl- 22 r 20 19 16 n 16 344= 3r10= 346 FP=364= 1.54 II 35= s6= 3.10= 301= 3.6 SP= 6-11-12 I 7.0-1, p-.�191 I ,1-0-19 I 7112 '0.7.0 0-7-0 12-10-0 Plate Offsets MY): 16:0-1-8.Edge].[20:0-1-8.Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.45 18-19 >574 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.71 18-19 >368 360 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.09 15 n/a n/a BCDL 5.0 Code IBC2009/TPI2007 (Matrix) Weight 99 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF 2400F 2.0E end verticals. WEBS 4 X 2 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 15=954/0-4-8 (min.0-1-8),23=954/0-4-4 (min.0-1-8) FORCES (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=3074/0,3-4=-3074/0,4-5=-4665/0,5-6=-4665/0,6-7=-4998/0,7-8=4998/0,8-9=-4422/0,9-10=4422/0, 10-11=4422/0,11-12=2779/0,12-13=2779/0 BOT CHORD 2223=0/1717,21220/4051,20210/4O51,19-20=0/4665,18-19=0/4665,17-18=0/4821,16-17=0/3728, 15.16=0/1532 JER S. WEBS 5-20=335/0,2-23=-1923/0,2-22=0/1521,4-22=1094/0,4-20=0/897,13-15=1767/0,13-16=0/1438,11-16=1094/0, 1' 04, 11-17=0/801,8-17=459/0,8-18=0/287,6-18=211/639 'S OV WAStiA, .)` 4.'4'NOTES . � � 0^ 1)Unbalanced floor live loads have been considered for this design. h ¢- o• 1. 2)This truss is designed in accordance with the 2009 International Building Code section 23061 and referenced standard ANSI/TPI 1. I -`, 3)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbadcs to 3, be attached to walls at their outer ends or restrained by other means. .3io 30496 ,0 LOAD CASE(S) Standard 0��RZ'�rsTE� ` . S'`-40NAL - e_4%,‘". � cD PRQp ir BEY: r Job Truss Truss Type Qty Ply POLYGON 4ABC 11/2012 R35370858 PL12-211_UPPER FT2 Floor Truss 1 1 Job Reference(ootionall Pacific Lumber 8 Truss Co.,Hillsboro,Ore 7.250 s Aug 25 2011 MTek Industries,Inc. Fri Oct 26 10:06:32 2012 Page 1 ID:Fz9OzgfDnTltgjap2lktlzyPYh_-FsNF3242rgN1 DorTZ4Ohihw4LkStLj3wCz2bOSyPYRb I 2-6-0 I I 2-5-4 II 1-2-0 II 1-6-0 1 5u1. 1:31.3 1.54 II ass= 1.50 II 354= 1.50 II 344= 1.54 II 346= 1.50 II 1 2 9 a\ 3 4 5 e 7 e a\ 4414444149446 7 e t +4 m tz ++ 3..4= M= 1.50 II 344= 348= 344= 9-1-4 I 7-9-12 184-12 p-17-+21 I 18-4-4 I 7-9-12 0-7-0 0-7-0 93-0 0-1a Plate Offsets(X.Y): [4:0-1-8.Edge].112:0-1-8.Edgej LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0.26 11-12 >832 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.42 11-12 >524 360 BCLL 0.0 Rep Stress Ina YES WB 0.63 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code IBC2009/TPI2007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1&Btr end verticals. WEBS 4 X 2 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 15=802/0-4-4 (min.0-1-8),10=802/0-4-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2872/0,3-4=2672/0,4-5=-3464/0,5-6=3464/0,6-7=-2880/0,7-8=2880/0 BOT CHORD 1415=0/1721,13-14=0/3464,12-13=0/3464,11-12=0/3430,10-11=0/1723 WEBS 2-15=1858/0,2-14=0/1242,4-14=806/0,8-10=1860/0,8-11=0/1248,6-11=594/0,6-12=-229/358 MER S.ANO NOTES F F WASE Ff, 1)Unbalanced floor live loads have been considered for this design. 0 ♦, 2)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4, QCT 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbadcs ,t: s,. G to be attached to walls at their outer ends or restrained by other means. 0) I. t- ,. i LOAD CASE(S) Standard O 4, 30496.t..0may,, A OfST1rR' T �S-/ONAL v'' �ti�,t D 4G1 PRore ss/ '�,\� 0Fy ©g-, 1% '9y a��c � �(i 1. 41.6-R S.1XN4 Digital Signature 1 EXPIRATION DATE 06/30/14 October 26,2012 4 I ©WARNING-Vet*design pmmxre#ersand READ NOM ONTIES AND INCLUDED AV11ELREFER ES NCSPAGE ifRl--T+C78BEFORE USE Design valid for use only with MiFek connectors.This design Isdi based only upon parameters shown,and isfor an individual budding component. . Applicability of design parameters and proper incorporation of component Is responslality of building designer-not truss designer.Bracing shown III is for lateral support of individual web members only.Additional temporary bracing to insure stabilty during construction is the responsibility of the lYl 6 'Tet,+ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding t R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPli Quality Weida,056-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Saley IMoanallon available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. Citrus HeigMs,CA,95610 if Southern Pine(SP or SPp)lumber is specified,the design values are those effective 0684/2012 by ALSC or proposed by SPE. 4 Job Truss Truss Type Qty Ply POLYGON 4ABC 11/2012 R35370859 PL12-211_UPPER FT3 Floor Truss 7 1 Job Reference faotional) Pacific Lumber&Truss Co.,Hillsboro,Ore 7.250 s Aug 252011 Mirrek Industries,Inc. Fri Oct 2610:06:33 2012 Page 1 ID:Fz90zgtDdT1 tgjap2TitUzyPYh_-j2wdGN4gc8VuoyQg6nvwFuTFP8pU4AX3Rdo8wuyPYRa I 2-6-0 I I 2-5-4 II 1-2-0 II 1-3-4 1 5=0"1:71.0 1.54 II am= 1.54 II 3x4= 1S4 II 344= ISO II ave= 1.54 II 1 2 3 4 5 6 7 8 9 •r - 140.°°°°°.°1°°. -- - V- a' / *14444444.1".444414 '144444440.440004,44444 7 e• e 1/ 14 13 12 11 19 5,4= am= 1.54 II 344= 34= 3-4= 9-1.4 I 7-0-12 19+12?-11-121 1 114 I 7-9-12 a7-0 0.7-0 0-10 Plate Offsets(X.Y): [4:0-1-8.Edae].[]2:0-1-8.Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.25 11-12 >873 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.39 11-12 >552 360 BCLL 0.0 Rep Stress Ina YES WB 0.62 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code IBC2009/TPI2007 (Matrix) Weight 80 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1&Btr end verticals. WEBS 4 X 2 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 15=791/0-4-4 (min.0-1-8),10=791/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2824/0,3-4=2824/0,4-5=-3381/0,5-6=-3381/0,6-7=2830/0,7-8=2830/0 BOT CHORD 14-15=0/1697,13-14=0/3381,12-13=0/3381,11-12=0/3356,10-11=0/1698 WEBS 2-15=1832/0,2-14=0/1217,4-14=770/0,8-10=1833/0,8-11=0/1222,611=568/0,6-12=227/340 t?,tiR S.TA,C NOTES qAv'' 4 WAST j 4,is 1)Unbalanced floor live loads have been considered for this design. i3O 4.n 2)Refer 3)This trussgirder(s) sdesigned in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ra.' ,- . C) 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 r� to be attached to walls at their outer ends or restrained by other means. - ) LOAD CASE(S) Standard ,' pQ ,�4304STE96Rx,7 3 c;f ,o.,s, AL ' t'SO` -St,.0 PR OFFS \�� 0,GINE= sill Trol ...0 '• ORE •r •" Xe <�E,R S�1\N(' Digital Signature EXPIRATION DATE:06/30/14 October 26,2012 WARNING-Vera design p om our READ NOTES Or►llgfBANDU LtWBDJi81'8KREFERE CEPAGStf,1F7r473BEFOREr;es. Design valid for use only with M1ek connectors.This design is based only upon parameters shown,and is for an individual budding component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown isforlateral support of individual webrmembers only.Additional temporary bracing to insure stability during construction is the responsibility of the._ {- " f .. erector.Additional permanent bracing of the overall structure is the responsibility of the bullring designer.For general guidance regarding 'Y`,,efe fabrication,quality control storage,derrvery,erection and bracing.consult ANSI/711 Quality CMeria,DSB$9 and SCSI Budding Component 7777 Greenback Lane,Suite 109 Safety Inlamalon available from Teas Plate Institute.781 N.Lee Street.Suite 312 Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine 1SP or SPp)lumber is spedfiedrthe design values are those effective C6i5t1201211y ALSO or proposed by SP18. 4' Job Truss Thus Type Qty Ply POLYGON 4ABC 11/2012 R35370860 PL12-211_UPPER FT4 Floor Truss 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Hillsboro,Ore 7.250 s Aug 25 2011 MTek Industries,Inc Fri Oct 26 10:06:33 2012 Page 1 ID:Fz9QzgfDnT1 tgjap2TkUzyPYh—.j2wdGN4gc8VuqyQg6nvwFuTlb8td4Ay3Rdo8wuyPYRa I 2-2-t2 I I 2-6-0 I sole-121.7 1.543 II 1543 11 1543 11 I us— 2 e..= 4 5344— 6 • qq r1111111111111111111111111 7 e e Ic e"6= 5= A 1.041 11 354 I 12-8-12 12-8-12 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.07 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.12 8-9 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.59 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code IBC2009/TP12007 (Matrix) Weight:57 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1&Btr end verticals. WEBS 4 X 2 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 0-4-4 except Qt=length)7=0-4-8,7=0-4-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)except 10=554(LC 1),10=554(LC 1),7=554(LC 1),7=554(LC 1) FORCES (Ib)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=548/0,1-2=1069/0,2-3=1069/0,3-4=-1668/0,4-5=166810 BOT CHORD 8-9=0/1619,7-8=0/1118 WEBS 5-7=1207/0,5-8=0/594,3-9=-593/0,1-9=0/1169 Sit S. NOTES QQ•., WAS/N, 1)Non Standard bearing condition. Review required. , O Ltd 2)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. rS ,, ), 3)Recommend 2x6 strongbadcs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbadcs ± to be attached to walls at their outer ends or restrained by other means. II_ LOAD CASE(S) Standard 1O4, f� R,p �4y 4'ikSIONALO` <(-OP PR Oft �c.��� ENG) F� /©* GREG t•• jr.o�<A_M8• - • e. ERS.-c Digital Signature I EXPIRATION DATE 06/30/14 l October 26,2012 1 4 Q WARIONG-Verb design parameters mut READ NOTES OR TEM AND I LUDED BURK REFERENCE FAGS M11-T473 BEFORE USE Design valid for use only with MTek connectors.This design is based only upon parameters shown and is for an indvidual building component. _ . Applicability of design parameters and proper incorporation of component isresponsbifity of building designer-not truss designer.Bracing shown 11 is for lateral support of individual web members only.Additiond temporary bracing to insure stab'ly during construction b the responsibillity of the e�1Te�• - erector.Additional permanent bracing of the overall structure Is the responsibility of the bufidng:designer.For general guidance regarding ,Yf _. _ - fabrication,quality control storage.delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DU-89 and BCSI Budding Component 7777 Greenback Lane,Suite 109 ,_ Southern Pile(SP or Iummberis specified,cif'Institute.the twig'values Suite are thoseffective 808161 'f2 by ALSO or proposed by SPE. Citrus Heights.CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION " Cton joint unless x,y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 3/4 Center plate (Drawings not to scale) Injury a or Personal In offsets are indicated. g j ry ME Dimensions are in ft-in-sixteenths. 111744, Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. 1 2 3 diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 0�/16r� maywidrequireuirss e bracing,in oividual lateral r alternative Tor I braces themselves 4 q bracing should be considered. E3. Never exceed the design loading shown and never 1....„,„, O stack materials on inadequately braced trusses. p ©� a._ 4. Provide copies of this truss design to the building mimmTnisimgorgO designer,erection supervisor,property owner and For 4 x 2 orientation,locate BOTTOM CHORDS ~ all other interested parties. plates 0- from outside 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 JOINTS ARE GENERALLY NUMlERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARHE TRUSS STARTING RT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. required r direction of slots in ARTHE LEFT. 7. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI 1. *Plate location details available in MITek 20/20 CHORDSAND E WEBS ARE IDENTIFIED BY END JOINT NUMBERRRS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. 9. Unless expressly noted,this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the responsibility of truss fabricator.General practice Is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 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 SYP represents current/old values as published specified. v„," Indicated by symbol shown and/or by AWC in the 2005/2012 NDS 13.Top chords must be sheathed or purlins provided at by text in the bracing section of the SPp represents SPIB proposed values as provided spacing Indicated on design. output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15,2011 if indicated. SP represents ALSC approved/new values 14.Bottom chords require lateral bracing at 10 ft.spacing, with effective date of June 1,2012 or less,if no ceiling Is Installed,unless otherwise noted. BEARING (2x4 No 2 and lower grades and smaller sizes), and all MSR/MEL grades 15.Connections not shown are the responsibility of others. %N 16.Do not cut or alter truss member or plate without prior Indicates location where bearings ®2012 MiTek®All Rights Reserved approval of an engineer. r 'f/ (supports)occur. Icons vary but 17.Install and load vertically unless Indicated otherwise. ® ( reaction section indicates joint ` number where bearings occur. MO NM 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. mit environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. Is not sufficient. DSB-89: Design Standard for Bracing. jIIe 20.Design assumes manufacture In accordance with BCSI: Building Component Safety Information, ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, e' Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.09/04/2012