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Plans �l 2015 h` i y r i) MiTek® m "J MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL13-280 MAIN H 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: R46143116 thru 846143120 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. 08701�22P%E N N y mqT OREGON ry� <4tv �O EMBER �O �`S A. EPaP December 16,2015 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/PPI I. MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL13-280 MAIN H 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: R46143116 thru 846 1 4 3 120 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSUTPI I section 6.3 These truss designs rely on lumber values established by others. �TONIO �, GOS wp4 V'ASt... W �e °¢ 49639 wr OA�s FCISTER�O� EN December 16,2015 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. Ab Job Truss Truss Type Qty Ply 846143116 PL1128O_MAIN_H F03 Floor 6 1 Job Jul112 14 (optional)1Industries, Pacific Lumber 8 Truss Co., Beavedory Oregon 5.550 s ul 11 2014 MiTek Indbn3es.Inc.Wed Dec yl bbzj5 2015 Pa1 ID:6Tk319xtNCM575nf?JJZpkyBNkv-LbStybs30pjA5EphZGK]7MHyi s9itOwDyyeVsZy80ty 0.&8 2-0.0 1-2-8 t 1-2-8 t 18� Scale=1:36.1 15x3 11 1.5x3 3.4= 1.5x3 11 Sep= 3x4 3x8 = 3x6 FP= 3,4= 15x3 11 3x5= 1 3,5= 2 3 4 5 6 7 8 9 10 11 12 �� Idld 20 19 18 17 16 15 14 13 1.5x3 3x8 = 3x8= 3x6 FP= 3,8 = 3x8= 3x8= 1.5x3 1e 0.B 9-5-0 0. 0.7-0 Plate Offsets(X Y)— [1'0-1-8 Edge1 [5:0-2-14,E p 0-2-0 Edael [12:0-1-8 Edger [15'0-3-8 Ed 1 [18'03-0Ed ) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deg Up PLATES GRIP TOLL 40.0 Plates Increase 1.00 TO 0.37 Vert(LL) -0.07 14-15 >999 480 MT20 220/195 TOOL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.1118-19 >999 360 BOLL 0.0 Rep Stress Inner YES W8 0.71 HOrz(fL) -0.01 12 n/a n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight:85 lb FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 OF No.l&Btr(gat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No.1&Btr(flal) end verticals. WEBS 2x4 OF Stud/Stdglal) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 1=414/0.6-0,16=1349/0-4-Q 12=414/(1-6-0 Max Grav 1=460(LC 3),16=1349(LC 1),12=461(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -a'QONIQ p� TOP CHORD 1-2=-1299/0,2-3=129910,3-0= 5=1 1109/285,4109/285,5-6=0/1899,fi-7=0/1899, P' 7-8=-1110/285,8-9=1110/285,9-10=-1110/285,10-11=1299/0,11-12=1299/0 0 Of w Wye BOT CHORD 18-19=10/1511,17-18=812/0,16-17=-812/0,15-16=810/Q 1415=8/1512 V WEBS 1-19=0/1341,2-19iii 318=-577/0,5-18=011395,5-16=-1342/0,12-14=0/1341, 11-14=252/0,10.15=-577/0,7-15=0/1392,7-16=-1346/0 NOTES- 1)Unbalanced floor live loads have been Considered for this design. A+f �cf WAl 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 ocand fastened to each truss with 3-10d(0.131'X 3")nails. Slrongbacks to Off, � 4963949639 G- be attached to walls at their outer ends or restrained by other means. LP 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0,500in. SSjQNALQ 4)CAUTION,Do not aretruss backwards. 0 PROFe. �NGI I X02 2 8 2PE yr N y moj OREGO 90 EMBER 0 �O 0S A. HF- EXPIRES:06/30/2017 December 16,2015 WARNING-Verily drug.pa2meren and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111i rev.1 WOM015 BEFORE ME. Dims svted for use only wite builddly connectors.This design B bared onIy upon parameters shown,and is for an lndivldual burring component not y g finer must veriNthe appllcabifry of deagn parameters and properly incorporate this design into the overall building design, Bracing indicated is to prevent buckling of Individual tmss web and/or chord members only Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse Wth possible personal injury and property damage. For general guidance regarding the lobdmtion.storage.dellvery,erection and bracing of trusses antl truss enterre see ANSU'U'll ClCdteda,DSB-89 antl BCSI Bulletin, 5555 Greenback Lane e ,Conditioned! Suite Greenback Safety lnformadon available from Truss Plate Institute,218 N.Lee Street,Suite 312 Al,e ndna,VA 22314. 109 Citrus Heights,CA 95610 r Job Truss Truss Type any Ply TI R46143117 PLTY280_MAIN H FOd Floor 11 1 J b RM (optional)a Pacific Lumber BTruss Co., Beevetlon.Oregon 530 s Jul 11 2014 ky8NkTeklnd th9kI1 Wed pec5ag716 09 3062015Page 1 ID'.6Tk319xtNCMS]Snf9JJZpkyBNkv-pnOFMth9ks1jN0u6_rMSaq]3?JobB]OSaz50?y80tx 0.68 l� 1-11-8 i-2-8 22-0 -06-8_{ Style=1.2Z.5 3x4 3.5 = 15x3 II 3.4 = 1.5x3 3x5 = `gg11lt 1 3.4= 2 3 4 5 6 7 1 °I6 12 10 9 8 15x3 11 3.8= 3,15= 3x8 = 1.5x3 11 2-10.8 069 2-11 b1d Plate Onsets(X V)— 11:0-1-8 Edgel 13:0.1-8 Etlge1 77:0.1-0 Edgel LOADING(Pat) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0,36 VerhUQ -0.07 910 1999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 VeWTL) -0.12 910 1999 360 BCLL 0.0 Rep Stress Ina YES WB 0.70 Hclz(Ty -0A1 7 me n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:5312- FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF No.I&Btr(flat) TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc putting, except BOT CHORD 2x4 OF No.I&Btr(flat) end verticals. WEBS 2x4 OF Stud/Stdri BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Except: 60-0 oc braangf 10-11. REACTIONS. (Ib/size) 11=1064/0-4-0,1=179/0-0-0,7=467/0.6-0 Max Uplift 1=268(LC 4) Max Greg 11=1064(LC 1),1=38(LC 3),7=469(LC 4) S�yTQ9xIO p_A FORCES. (lb)-Max.Comp./Max,Ten.-All forces 250(Ib)or less except when shown. W. W TOP CHORD 1-2=0/1054,2-3=0/1055,3-4=1189/0,4-5=1189/0,5-6=-1329/0,6-7=132810 G0 woF BOTCHORD 91 = 66 yT WEBS 1-11 1 11 0 109 91/0,]-9-0/1371,E91252/0,5-10139]/0,3-10=0/1234,3-1111211/0 NOTES- 1)Unbalanced floor live loads have been Considered for this design. 2)Recommend 2x6 strong backs,on edge,spacetl at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to `16 � be attached to walls at their outer ends or restrained by other means. '?0 ,Q 49639 � 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ��.9 � 'oo' 4)CAUTION,Do not area truss backwards. SIGNAL 1 D PROFc. �NGI N'tl 2 87022P 9� N y , OR GON rye ky~ 90 EMBER "t, �O A. HIE EXPIRES:06/30/2017 December 16,2015 WARNING-Verify dsslgn Parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGEMIN473 on,Issarp 5BEFORE USE. Des gn valul for use any Win MnekM1]mnneclors.This deg b done pori pammelers sM1 tl' tor anindividual- b building component.not 1 system8ela .tit budding Oesgner must ve ly tit ,p de of deign parameters and property incorporate this desgn into the overall buildringiresigh. 8r gindicated s to prevent brockbrig I-d d ltmssweband/or chord members only. Addtionaltemperoryondpermanentbacing MiTek' is olwop required for stability and to prevent collapse Win possible personal injury and property damage. ra'general guidance regarding the 7777 Greenbab Lane fabrication storage,delivery erection and bracing of musses and dcos wsland see ANStPPI1 Quietly CMeda,DSB-89 and BC51 Building Component Solely Information available from Truss Plane Institute,218 N.Lee Street,Suite 312.All VA 22314. Sule 109 Gunn Hei M1Is CA 95610 w Job Truss Truss Type Cry Ply Ra143118 PLt}380_MAIN_H F05 Flow 16 1 Jab Reference(optional) ParofficLumbGrBTrvia Co. Beaverton.Oregon ]5312a14Me Industries Inc.Wed O_e c1609:53:862015 ID:6Tk319xNCMS75nf7JJZpkyBNkvpnOFAlh9ksljNOu6rMSaq]t?JBb]fOSz50 ?yBOtx 068 2-0-0 011-8 1-30 Style=1:34.4 3.4 = 1.5x3 3x4 = 15x3 3x6= 4x6= 15x3 34 FP— 1.5x3 3x4— 1E.3 1 3x5— 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 1 15 14 1 1.5x3 3x8 = 3x6 FP= 3x5= 4x6 — 3.5— 3x4 — 3.8= e 9-1m 1 0 19-9-0 e g-a-o a-!i a-a-n Plate Otlsets(X y)— [1:0-1-8 Edael 15:0-2-11 Edgel I6:0-1-12 Edgel 115:0.2-12 Edgel 116:01-12 Edgel 118:(-3-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ldl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.06 18-19 1999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 SC 0.29 Vert(TL) -0.10 18-19 1999 360 BCLL 0.0 Rep Stress Ina VES WB 0.73 Holz(TL) -0.01 13 fila fila BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:83 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18BInflat) TOP CHORD Structural mod sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 DF No.l&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS. (Ib/size) 1=402/0-6-0,16=1314/0-4-0,13=41010-2-0 Max Gray 1=448(LC 3),16=1314(LC 1),13=455(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TON 0 TOP CHORD 1-2=125310,2-3=1253/0,3-4=981/299,4-5=981/299,5b=0/1796,6-7=73!704, P' 7-8=75003,8-9=75(703,9-10=1508/0,10-11=1508/0 G0S wOF BOT CHORD 18-19=19/1424,1 7-1 8=8 3 710,16-17=837/0,1516=-174610,14-15=249/1131, yP _ �'> O 13-14=011120 WEBS 6-16=-687/0,1-19=0/1293,2-19=-253/0,3-18=614/0,518=0/1430,5.16=1128m, — 11-13=1174,0,11-14=-44/406,914=0/545,415=1258/0,6-15=0/1370 NOTES- A� 49639 .y'� 1)Unbalanced floor live loads have been considered for this design. 0� �Af+fSTL'1�� 2)Provide mechanical connection(by others)of truss to bearing plate at join tfs)13. �` 3)Recommend 2x6 strongbacks,on edge,spaced at 10-M cc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to `ss(ONALOG be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 5)CAUTION,DD n0-Bract truss backwards. ��PEp P R OFFSs 87022PE 9r (P y A�'0OREG N rye Of4~ 9C FMBER OS A. HEP�P EXPIRES:06/30/2017 December 16,2015 A WARNING-fe my design Parameters and READ NOTES ON THIS AND INCLUDED MITEx REFERANCE PAGE MIF)47J rev.IMIOO15 BEFORE USE. Design valid far use any with MneLm connector.This tlesign is basedonly upon parameters shown, dB for on Individualbuildingcomponent not a tmssivstem.get oreuse.the but arm,designer most verity the applicability of design parameters and properly incorporate this design into the overall MR buildingdesign. Bracing indicated is to prevent buckling of lndWrdual tmss web antllor chord members only Additional temporaryandparmanent bracing M!Tek' is always required for stability and to prevent collapse win possible personal injury and prevent damage. For general guidance regarding the 7777 Greenback Lane mbbmlian.storage.tlelivery.ereclbn and bracing of traesei and tmss systems.see 1111,111 Oualtly Ontario,111-81 end 1CSI loll gConra l Suite 109 Sorely Information available from truss Plate ln,ftutc.218 N.Lee Street Suite 312,Alexandna.VA 22314. Camille Ms CA 95610 Job Truss Truss Type Ory Ply 846143119 PL13-280 MAIN IT Fos Floor 14 1 Job Reference o [ional Pacific Lumber a Truss Co., Beaverton,Oregon 7.5306Jul 112014 MiTskinduames,Inc Wed Dec ifi 09630]2015 Pa 9e1 ID 6Tk3lg4NCM575nf JJZpkyeNkv-HZ dNHtJw1_uKXz4ghMbenMHHOfDKZtAhEifwRyini 2-8-0 1-P O 12-e Scale=135 7 15x3 1.5x3 3x4= 1.5x3 11 Sol= 15x3 11 3x8 = 3,6= 3x8 FP= 3x4= 1.5x3 3x5 = 1 2 3 4 5 6 7 8 9 10 11 12 Ia�° 20 19 18 17 16 15 14 13 3x4= 3,5= Safi FP= 4x6= 3x5= 3x6= 3x8 = 1.5x3 10-0-0 101'-B 19-8-8 a g Plate Offsets Ki I6'0 1 8 Edoe] [7:0-2-0,Edgen[12'0-1-8 Ed el [15'0-3-8 Ed I [16'0-1-12 Edgel [17.0-1-8 Edg I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (la) I/i Ud PLATES GRIP TCLL 40.0 Planes Increase 1.00 TC 0.39 Vert(LL) -0.07 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.11 14-15 >999 360 BCLL 0.0 Rep Stress[nor YES WB 0.79 HOrz(TL) 0.01 16 n/a Us BCOL 5.0 Code IBC2012/rP12007 (Matrix) Weight:85 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Blr(gat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 ac purlins, except BOT CHORD 2x4 DF N0.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(gat) BOT CHORD Rigid ceiling directly applied or 6-0-0 Go bracing. REACTIONS. (Ib/size) 20=420/0-2-0,12=414/0-6-0,16=1347/0-4-0 Max Grav 20=467(LC 3),12=460(LC 4),16=1347(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. GOS _"V 10 TOP CHORD 2-3=-1582/0,3-4=1582/0,45=219/687,5-6=218/687,6-7=0/1869,7-8=-11031276, 8-9=-1103/276,310=1103/276,10-11=1296/0,11-12=1296/0 BOT CHORD 1320=0/1163,18-19=237/1235,17-18=-237/1235,16-17=1828/0,15-16=-803/0, 14-15=-3/1507 01 �, N WEBS 6-16=727/0,2-20=1218/0,2-19=40/440,4-19=0/518,4-17=-1223/0,6-17=0/1560, ��LLL v 12-14=0/1337,11-14=-252/0,10-15=577/0,7-15=0/1394,7-16=-1315/0 AW NOTES- 49639 A 1)Unbalanced floor live loads have been considered for this design. �5. �071STER� 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)20. t' 3)Recommend 2x6 strong backs,on edge,spaced at 10-0.0 cc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strong backs to S`SIpNI�a�`_G be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. ��PEp PROFESS ��\� ANG I NEF9 i�2 Q7 870 2PE v! N 7 -`3 OREGO FLIBER "" �O OS A. HEP�P EXPIRES:06/30/2017 December 16,2015 assessis WARNING-Verity design parameter and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M P7473 rev.fes0for SBEFORE USE. ��- Design valid for use only WthMBek®connectors.This design h based only ,an ocamaterssa.,on dis for an indivitlual building component.rat a imss system.Before use.the building designer must venry the appllcabi'iN of design parameters and propertyincarparate this design into the overall buildhgdeaign. Bracing indicated is to prevent hackling of indiNdual thio—band/.,,hard members only. Addifi,n,l temporary and permanent bracing MiTek' s always required for starsty and to prevent collapse wth possible personal injury and property damage. For general guidance regarding the 7777 Greenback he Local or storage delivery erection and bracing of Ludes and imss rysti see ANSI/ieR Soolmy Citeda,DSB-89 and BCSI Brading Component Salely Information available Lora Tr s Plote Institute 210 N.Lee Street.Suite 312 Alexaa.VA 22314 ndr . Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Oty Ply R,18143120PL13-280_MAIN_H F07 Flaar 3 1 Job Reference o tional Pacific Lumber BTruss Co., Beaverton.Oregon 7.530 s2014I Industries,Inc Wed Dec 16 09 53 07 Paggt ID:6Tk319xNCM575nf?JJZpkyBNk-HZdNHtJwl—uK4ghMbenMJAOdtKHAhEwR y80w 1-2-B 9-0.0 F OLSFA--I Style=1'.17.7 1.5x3 3x5= 1.5x3 11 3.4= 15x3 11 1 1 2 3 4 5 3x6I Ll B d1 I°1° V 9 8 3x8= 3x8= 1.5x3 11 31 = 011- 48-8 1630 lL1-fl 4].0 Mtq I Plate Offsets(X Y)— 16:0-1-8 Edgel 18:02-4 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) War L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.08 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Verl -0.14 8-9 >818 360 BCLL 0.0 Rep Stress Incr YES WB 0.83 HOR(TL) -0.00 6 n/a FIG BCDL 5.0 Code IBC2012rrPI2007 (Matrix) Weight:4216 FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF N0.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 DF No.18Blr(flat) end verticals. WEBS 2x4 OF Slud/Sid(fial) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=539/0.6-0,10=542/02-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)Or less except when shown. TOP CHORD 2-3=-1899/0,34=1899/0,4-5=1584/3,5-6=-1684/0 . TO 10 A. BOT CHORD 9.10=01955,8-9=0/2050 WEBS 6-8=0/1636,5-8=-251/0,4-8=488/0,2-9=0/990,2-10=1071/0 GO��Of'wA •aj.qd�sf NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joints)10. _ 2)Recommend 2x6 sirongbacks,on edge,spaced at 100-0 cc and fastened to each truss with 010d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord beading and first diagonal or vertical web shall not exceed 0.500iD- �+p 9�cf w4 4)CAUTION,Do not erect truss backwards. 4963 4963¢v' SSI�NALE�G 0 PROFe, �NGINEE9 /02 e 870 2PE v� N y SAT OREGO 90 EMBER OS A. He EXPIRES:06/30/2017 December 16,2015 QWARM)i VBN1y eat Pafamehn and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE RIP7473 rev.1000.1'1015 BEFORE BSE. Design valid for use only With MOebe connectors.This design b based onlIyy Qon paramen,tad,irc and is for an individual battling[ompanent.not mss a frystam,Before use,the buimve lding designer ust nty the oppricats city f design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of it idual truss web and/or chord members only Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse Wth possible personal injury and property damage. For general guidance regarding the 7A7 Greenback Lane fabncatlonstorage,delivery,erection and bracing oftneurs and truss systems,sea AN51/TP11 Ouall Catania,DSB-a9 and BCSI Bull Component Safety Informal available from imss Plate lnstifute,218 N.Lee Sirest$aae312,AI.Andna,VA22314, Suite 109 Citrus Hai hta CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13/41. Center plate on joint unless x,y II�6,.4-88 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides Of truss 1 2 3 I. Additional stability bracing for truss system,e.g. and fully embed teeth. r diagonal or X-bracing,is always required. See BCSI. TOP ,.HORDS ' Q r/15 cis c2-3 2. Truss bracing must be designed by an engineer.For wade truss spacing,Individual lateral braces themselves O WEBS c3 4 may require bracing,or alternative Tor I � h n p bracing should be considered. O OU s° s 3. Never exceed the design loading shown and never a- +` u U stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate r _2 cs"y designer,erection supervisor,properly owner and plates 0-'n6' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. & 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 AN51/TPI I. 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 or u software Or udetails . 'Plate location request. available in Ali 20/20 NUMBERS/LETTERS. upon fequesL 8. Unless otherwise noted, ocontent of lumber shall not exceed 19"h at time time off f 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 `/Width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362 ESR-1397,ESR-3282 camber for dead load deflectio, the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are min mum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed 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 pains 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, BEARINGestablished by others. or less,if no ceiling is inslolled,unless otherwise noted. 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 M1Tek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ® IB.Use green treated lumber may pose unacceptable environmental, health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI l: 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, I�/\'/� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handing, C.K` ANSI/TPI 1 (Duality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/D3/2015 MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL13-280 UPPER 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: 1146143121 thm 846143126 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. ��PED PROFFss �NGINEF9 /�29 87O22PE y �Al OREGON tum �S A. EPSP IRE :06/ 0/20 December 16,2015 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. MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL13-280 UPPER 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: R46143121 thru 846 1 43 1 26 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. 44 �yTONIO AF GOS Q04 w�4, `N 0¢ R49639 w4 FGIsr � 9 ONALE� December 16,2015 M Hernandez, arcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use ofthis component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. A. Jop Truss Truss Type _ Ory Ply R48u3121 li PL1bSao Dan.. F01 FLOOR 1 1 Job Reference(optional) Pednc Lumbers Truss co.. Beaverton.Oregan ID'.Oi1hLKKEepN1 FZ17WMhOM,BPJGOdDPMt ERtNC6Sw HSC3vo0fWy38bHDAAz2h15 Pap95ry80td 0.1-8 H 1 2La 1-104 1-1-8 i 1-2-00-1F 1-0 Stale=1:32 5 15.3 1.5x3 = 3x4= 15x3 11 3,4= 15x3 11 3x8= 3,4= 15x3 11 3.4= 1.5x3 1 2 3 4 5 6 7 8 9 to m�18 Ira 16 15 13 12 11 3xfi = 3x6= 3x10 = 3xfi= 1.5x3 3.4 = 3.4 = 12-7-12 168-1 &0.B Plate Offsets(X V)— 16'0.10 Edoe1 [T&1-8 Edael [12 3- Edge] LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) /dell Vd PLATES GRIP TCLL 40A Plates Increase 1.00 TC OA9 Ver-I -0.07 15-16 1999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.1416.17 >999 360 BCLL 0.0 Rep Stress Ina VES VvB 0.75 Horz(TL) 0.02 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matnx) Weight:85111 FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(U) TOP CHORD Structural wood sheathing directly applied or 6h0 as;puffins, except BOT CHORD 2.4 DF No.18BV(flat) end verticals. WEBS 2x4 DF Stud/Std(Fat) BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. REACTIONS. (Iblsae) 17=61110-5-8,14=120310.40,11=214/Mechanical Max Uplift 11=-8(LC 3) Max Grav 17=615(LC 8),14=1203(LC 1),11=313(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. S W TOP CHORD 2-3=-1808/0,3-4=180810,45=62110,5-6=621/0,5-7=01818,7-8=340/415, G� F 8-9=340/415 ye CTp� dh1 BOT CHORD 16-17=0/1293,1516=0/1547,14-15=81810,1314=415/340,12-13=415/340, 11-12=200/482 _ WEBS 6-14=75110,2-17=1377/0,2-16=0/554.416=0/307,4.15=1026/0 6-15=011486, 7-14=-855/0,511=518/215,9-12=428/0 NOTES- A0 ,p 49639�e1 4v4 1)Unbalanced floor live loads have been considered for this design. E��Tgg�G IF 2)Refer to girder(s)for truss to truss connections. S`S1014AL 3)Recommend 2x6 strongbacks,on edge,spaced at 10.0-0 oc and fastened to each truss wdh 3-1 Od(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Ep PROFESS �NGI NIEF X02 87022P v� cut y �-0 OR GON y'Zi 00, EMBER ,1 A. HE - EXPIRES:06/30/2017 December 16,2015 AkWARNING'Verity degI F—mired-nd READ NOTES ON THIS AND INCLUDED MITEx REFERANCE PAGE M147473 rev.IM312015 BEFORE USE. �• Design valid for use only vath MielOconnecloo.This design is based onN po parameleoshown, fetor an Individual builtling component.not o Ws,System.Before use.the building designer must vent,the appk—bfiN of design parameters and propeM,ncarpaate the design into the ocaI trade,desgn. Boom,indicated 6toprevent buckling ofindiv,dualTruss vmband/or chord membersont{. Additional lampoons and permanent bracing WOW is aMnys required lorstabillry and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the 77T/Greenback Lane fabrication.storage.delivery,erection and bracing of tenses and lmss systems,see ANSI/TPIl gaudily Criteria,DSB-89 and BCSI funding Componenl S.R.We Safely lnformalon available from Trus Plate Institute.218N.Lee Street.Suite 312,Alerandna.VA 22314. Cibus Nel Ms CA 95610 Job TrussTmss Type Oty Ply 846143122 PL13-280 UPPER F02 FLOOR 3 1 TooReference0 Pttific Lumber Truss Co., Beaverton,Oregon 75JOa Jul zmhO20t4MIiq lBa77es,Inc Wed Dec 16 09 S3 27 VOOm5Page 1 109iIhLKKEepN1 F21]gzmhOMy8PJ6Ign8a7]sCBV3kcVwrull5?BIgSV00mp6HLVIdHy801c 1a.n 1.2-0 amv 2so Scale 1-1' 3x4 = 115x3 11 2 31.5x3 4 3x4 = 515x3 ri 1.5x3 II 3x4= 9 8 7 6 3x4= 3x4 = 8-2-12 &2-12 Plate Offsets(X Y),- 12:0-1-8 Edger p:0-1-8 Edgel LOADING(psi SPACING- 2-0-0 CSI. DEFL. in (loc) Il Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.03 6-7 1999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.06 6-7 1999 360 BCLL OLD Rep Stress Ina YES WB DAD Hom(TL) 0.00 6 DID n/a BCDL 5.0 Code IBC2012TrP12007 (Matrix) Weight:29 lb FT=O%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 outings, except BOT CHORD 2x4 DF No.18Btr(f1e) end verticals. WEBS 20 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 9=336/Mechanical,6=336/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TON TOP CHORD 2-3=-43610,3-4=436/0 `�lT W BOT CHORD 8-9=0/436,7-8=0/436,6-7=0,542 WEBS 2-9=-551/0,4-6=-582/0 GO SOFCr- NOTES- hP _ O� tip 1)Unbalanced floor live loads have been Considered for this design. N 2)Refer to girders)for truss to truss Connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each buss wdh 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A� 49639 y'gi O� �FCJlSTE¢� �SSIONA- D P R OFFS �NGW EFq sio2v Q 87 2PE N N y m'�j, OREGO rye <(/"V 90 EMBER ", OS A- He EXPIRES:06/30/2017 December 16,2015 WARNING-VaHly.11.p4rabouers and READ NOTES ON THIS AND INCLUDED All REFERANCE PAGE M P7473 do,100031013 BEFORE USE. Design ld for use puts win MTek®connectors.ghs,d g - based onupon parameters shovm, dutoran' d' tl Ib Idingcomponenl.nat t yl _Befa tb building all stents ve'ly the ppicald ity of design parameters and property incorporate the design into the overall buildingdefign. Bachm,'indicated is to prevent buckling of individuoltmssweband/orchordmembersonty. Additional tporaryandpennanentbracing MiTek- s olwoys required far stability and Ip prevent collapse vnth possible personal Injury and properly damage.For general guidance regarding the fobncalion,storage,deliveryerection and bracing of trusses and truss Wilson,see ANSIITNI Quality Orion ,DSB-69 and BCSI Building Component 7777 Greenback Lane Solely Incrimination available from Truss Plate lnstitule.218 N.lee Street Suite 312.Alexandna.VA 22314. Suite 109 Citrus Heights CA 95610 a- Job Tmss Tmss Type 0ty Ply R46143123 pL1}280_UPPER F03 FLOOR 9 1 Job Reference(opt onall Pacific Lumber dTv55 Co., sensation,Oregon ].5305Jul 11 2014 wmhOMyBPJeklndBa77SInc BV3kc I16 Gal 27 IS? ,hSPIDISPaget ID.OiIhLKKEepN1 FZt]gzmhOMyBPJGIgnBa]]sCBV3kcVwmjlS?BihSP_gfSHLVitlHyB01c 280 iD�B F_j � 1-54 2-0.0 2-0.0 S Scale=1:26.9 3x4= 15x3 1E.3 11 3x6 = 15x3 11 1.5x3 11 3x4= 1.5x3 11 3.5= 15x3 = 1 2 3 4 5 6 7 a 9 16 iia 15 14 13 12 11 3x4 = 3.8 = 3x4= 1.5x3 axe= 3x6 = 15-6-4 ltftd Plate Offsets X Y)— [6:0-1-e Edge) [1&0-1-6 Edge LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg Ud PLATES GRIP TOLL 40.0 Plates Increase 1.00 TO 0.42 Vert(LL) -0.20 13-14 >929 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Verl -0.3113-14 >595 360 BOLL 0.0 Rep Stress Ina YES WE 0.60 Horzji-) 0.05 10 n/a n/a BCDL 5.0 Code IBC2012rrP12007 (Matrix) Weight:70 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Blr(IW) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(fiat) BOT CHORD Rigid ceiling directly applied or 10-0-0 Dc bracing. REACTIONS. (Ib/size) 10=837/0-5-8,15=843/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2938/0,34=2938/0,45=3112/0,56=-3112/0,37=2577/0,7-8=2577/0 BOT CHORD 1415=0/1839,1314=0/3242,12-13=0/3112,11-12=0/3112,10-11=0/1566 WEBS 5-13=128/303.2-15=1974/0.2-14=0/1180,4-14='132/0,4-13111 8-10=-1725/0,8-11=0/1123,6-11=776/0 GOS��O4 W .� NOTES- ye _ C>o2 1)Unbalanced floor live loads have been Considered for this design. 2)Refer to girders)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 310d(0.131'X 3")nails. Slrongbacks to be attached to wags at their outer ends or restrained by other means. A/+ 49639 xp`'r 4)CAUTION,Do not erect truss backwards. 00�� /S1'ER� SSrONAL�G D PROFFss �<JGINEF9 /02 2 87022PE yr y mAj OREGO 9C F�18ER '\, �O �`S A. He EXPIRES: 06/30/2017 December 16,2015 AWARNING-V df d.Si,.amameles,and READ NOTES ON THIS AND INCLUDED VITEN REFERANCE PAGE ANF7473 rev.Wall BEFORE USE. Dev,,validt a dl, 'th MTelA connectors.This design b tlt sl ty pan parameters Shown. dstw an' d'tl Iholding component,not yB la the b gner building desmust vely lM1 ppl o lm by I design parameters and properly incorporate this deign into the overall buddingdo,gh Add( II po ryandpermonentbacing M!Tek' is ego ed fcrstatil'Na d to prevent collapse w,thpossible personal nryry and popeto damage. Fuge dial guidance recording the ]ypy GreenEdck Lane labractlaeli n.storage.dverylmes .sedation and bracing of ssand truss rm sysle .see All Qui CMedal a,058-89 and BC51 Building Component Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alodandna.VA 22314. suit.IN Citrus Heights,CA 95610 _ c Job Truss Truss Type Oly Ply ] , R46t43124 PL1J-2B0 UPPER F04 FLOOR 5 1 Job Reference(0 fareO Pedro Lumber&Thud Co., Beaverton,Oregon 7.530 s Jul 112014 MITek Industries,Inc. Wed Dec 1609:53'.282015 Pagge1 ID:0iIhLKKEepN1 FZ17WmhOMy8PJ6-AOLZnT8UzUdwMm46PcEX_DkunsuFIFSFW?IGAjy80tb 2-412 1 3x4 = 2 1.5x3 II Scale=1'.8.5 4 3 1.5x3 II 3x4 = 2-&12 2-8,12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) /dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1,00 TC 0.34 Verl 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0,04 Vert(TL) -0.01 3-4 1999 360 BCLL 0.0 Rep Stress Ina YES WH 0.00 Hoa(TL) -0.00 3 n/a n/a BCDL 5.0 Cade IBC20121TP120a7 (Matrix) `Height:13 IS FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flatj TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btgflat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Iblsize) 4=143/Mechanical,3=143/Mechanical FORCES. (Ib)-Max,Camp./Max.Ten.-All forces 250(Ib)or less except When shown. NOTES- -aTONIO p� 1)Refer to girdel for truss to truss connections. GOP' 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to S BOE Wy� be attached to walls at their outer ends or restrained by other means. Ae CSO `Yd 1y - A 49639 191`Y �SS�ONALvilG� ��PED PROFF. �tJGINEFly /02 87022PE 9r NOV y m'ej, ~ OREG N rye Off FABER N, OS A. He EXPIRES:06/30/2017 December 16,2015 A WARNING-Verily design 0arsur a antl READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MP7473 rev.ILIOUG015 BEFORE USE. Design Irl for use only Tb MSekb connectors. This tl g nbased only non parameters frown.and'v lora individual building component.not 1 system Bet the building designer mus,ve ly thelly at design pammelers and properly rP t this design into the overall bruldngdosign. Bracing d ,ed is to prevent buckling of'individual truss vaebani chord members only.Additional tporaryandpennanentbracing M!Tek' is alvoys required lw stability and to prevent collapse vnth possible personal injury and property damage. Forgenerolguidanceregardingthe 7777 Greenbadr Lane lobnconon,storage.delivery erection and bracing of brod,and truss rystem,see ANSI/rPll ouaBBy GMi DSB-89 and BCSI Bulling Companent Suite 109 Saw,Inlormotlan available from Torn Plate Instltu,e.218 N.Lee Street Suite 312.Alenandna.VA 22314_ Co* ms HelaM*CA 95610 Y v Job Truss Tmss Type 0t PI - RI6143125 Pu3-2e0 UPPER FOS BOOR 5 1 Job Re( (optional) Pacific Lumber&Turas Co., BeavMon,Oregon 7530SJUI 1120141ifiTeklndustnm Inc Wed Dec 160953282015 Paggel IO.OIIhLKKEepNl FFZ117��g mhOMy8PJ&AOLZnT8UzU"Mm46PcEX_DkpVsfL14SFW2IGAIY80ib I JAO 12 �'2-0^ 1-7-A _- Scale=1'.29 4 1E.3 3x8= 1.5x3 3x4= 1.5x3 11 4.4= 15x3 11 ]x8= 15x3 1 2 3 4 5 6 7 8 9 71 im 1 14 13 12 11 10 3.5- 3.8= 44 = 1.5x3 3x5= 3.5= 12812 312 11312 0.70-7-0�LL7A 1 430 Plate Offsets(X Y)- f6:0-1-8 Edgel If 1:P1-8 Edgel LOADING lost) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.28 13 -712 480 MT20 220/195 TCDL 1110 Lumber Increase 1.00 BC 0,99 VerDTI-) -0.4513-14 >444 360 BCLL 0.0 Rep Stress Ina YES 1AIB 0.70 Hors(TI-) 0.07 10 n/a Fla BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:751b FT=O%EO%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18BtRflat) TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flm) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (Ib/i 15=920/0-1-12,10=920/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3326/0,3-4 326/0,4-5=3720/0,5-6=-3720/0,37=3110/0,7$=3110/0 �yL'ON70 80T CHORD 14-15=0/2033,1314=0/3848,12-13=0/3110,11-12=0/3110,1(3-11=0/2042 .P. WEBS 6-12=365/0,7-11-24/0,2-15=2182/0,244=0/1368, 1-14=560/0,4-13=251/179,St3�21/0,6-13=0/1007, OS OF W W 8-10=2192/0,8-11=0/1271 `yPw _ CTZ O NOTES- _ 1)Unbalanced floor live loads have been Considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to Dealing plate at joint(s)15. AQ4 4)Recommend 2x6 strongbacks,on edge,spaced at INO-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Slrongbacks to +p 49639 Off, 'pl'(49639� be attached to walls at their outer ends or restrained by other means. FSSl6NAL 0 PROFFss �NGINEF9 /0 47 87 2PE v� N N -2, OREG N rye <l/N 90 EMBER "1 �O OS A. HEnXA EXPIRES:06/30/2017 December 16,2015 WARNING-Verity deaign panmafera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml4)47J rev.1=312015 BEFORE USE, Design valid for use any With MDek®connectors,This design is based onlyy upon parameters shown.and is for an intliNdual building component,not a tura rystem,eoinei use,the loading designer mast verify the applicabilip of design parameters and property Incorporate this design into the overall HE buildingdesgn. 8rounglndicafedis to prevent buckling of individualtmssweb and/orchard membersonry. Atldifronal temporary antl pertnanenf pacing is amayt required for stability and to prevent collapse-in parable personal inlury and property dorsi FergenaalguMiTek' idanceregordingthe MiT fabrication,storage delivery,emdfidn and bracing of Imska and tmsssystems.see ANSIRPII QuarBy Cdteda7777 eenhack Lane,DSB-89 and BCSI Building Component Safely Information u—sable from Truss Plate Institute,218 N.Lee Street,Sule 312.MeiandnaSuite 109.VA 22314_ ___ _ Cbrua Hei hls CA 95610 Y Job Truss Truss Type Gy Ply 8461431261 PLL}260 UPPER F06 FLOOR 5 1 JobRf II Pound Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 112014 MiTek Industries,Inc.Wed Dec 16 09:5329 2015 Page 1 ID:OilhLKXEepN1FZ17g mhOMy8PJ6-eCuy?pWkolmz el Jlm QGOEGA1UXwPkf1piAy8Ow 0-1-8 H 2a-o 1 1-10-4 1-1-8 Hi 1-2-0 o-1ae� Scale=1:32.4 1.5x3 II 1.5x3= 3x4= 1.5x3 3x4 = 154 3x8= 3.4 = 1.5x3 11 3x4= 1,5x3 11 II 1 2 3 4 5 6 7 8 9 10 I m116 Ira 16 15 13 12 3x6= 3xfi= 31= 3x6= 1.5x3 3x4 = 3x4= 12.7-12 18-742 1111, 6 nn Plate Offsets(X Y)— 16'030 Edael 17'0-1-8 Edael 11270-1-8 Edoel LOADING(psi SPACING- 2-0-0 CSI. DEFL. in (lac) I/deg Vtl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0X7 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.14 16-17 >999 360 BCLL 0.0 Rep Stress Ina YES We 0.75 HOa(TL) 0.02 11 Did n/a BCDL 5.0 Code ISC2012/TP12007 (Matrix) Weight:851b FT=O%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/StAdIat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 17=61110-5-8,14=1203104-0,11=210/04-0 Max Uplift 11=-40(LC 3) Max Gray 17=615(LC 8),14=1203(LC 1),11=310(LC 4) morlio"G FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. G�5 wpsu�_ `ry TOP CHORD 2-3=-1807/0,3-4=1807/0,4!Sii /Q o 5-6=-618/0,6-7=0/818,7-8-333/416, `W 8-9=-333/416 Q� 0� BOT CHORD 16-17=0/1292,1616=0/1546,14-15=-818/0,1314=416/333,12-13-416/333, y N 11-12-204/475 _ WEBS 6-14=762/0,2-17=1376/0,2-16=0/553,416=0/307,4-15-1026/0,6-15=0/1486, 7-14=851/0,91 9-12=433/0 NOTES- p ,p 49639,c1xy''� 1)Unbalanced floor live loads have been considered for this design. hp7.gg� 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. SSIQNAL""G 3)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each trusS wkh 3-104(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. ��PEp PROFFss �NGINEF9 X02 87 2PE v yUD ^ mqT OREGO 90, F118ER �S A. HS EXPIRES:06/30/2017 December 16,2015 AWARNING-Verry design paamerers and READ NOTES ON THIS AND INCLUDED stri REFERANCE PAGEMIFI4IJ new 14NL1015 BEFORE USE. Design valid for use only Wth MlfelkJ connectors.This design is based onl1yv upon parameters shown.and is for an lndMdual building component,not a truss system.Before use,the building designer must verity the applicab'ilily of design parameters and properly incorporate this design into the overall buildingdesign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additlonaltemporaryandpermanentbracing MiTek' "s always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the 7777 Greenback Lane fabncotianstorage,delivery.erection and bracing of trusses and truss sob,see ANSIIIIIOuaMy Cdleda,DSB-99anLBCSl Building Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312 Alexandn¢VA N314 "in—Hl CA 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 13 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 Dimensions are in ftssixteenths. Apply plates t0 bothh Sides Of}fU55 1 2 3 I. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing,is always required. See BCSI. oo 2. Truss bracing must be designed by an engineer.For 0'/16r 4 wide truss spacing,individual lateral braces themselves C) W E8S c�, may require bracing,or alternative Tor I o' R C1 bracing should be considered. O d Sys 3 lir z pe O 3. Never exceed the design loading shown and never d3 U stack materials on inadequately braced trusses. OF 4. Provide copies of this truss design to the building F01;4 X 2 orientation,locate r designer,erection supervisor,property owner and plates 0-'n6' from outside BOTTOM CHORDS all other interested parties. edge Of}fuss. 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.Kroft and wane at joint required direction Of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locafions are regulated by AN51/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 Mil 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted, time ocontent of lumber shall not exceed 19%at time off fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE 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,ESR1988 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, tion and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed 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 rel on lumber values l4.Bottom chows require lateral braless at 10lir.spacing. g y or less,if no ceiling is installed,unless otherwise notetl. BEARING established by others. 75.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. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown 15 for crushing only. —_® 18,Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult wth 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, M'Te1/ 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, .k Afil 1 Duality Criteria. Installing &Bracing of Metal Plate j Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 . t