Loading...
Plans (194) DEC 22 20151 MiTek® 11 1 r B41 isii�Y c.. IM =iiv14 it MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL14-234 MAIN H Fax 9161676-1909 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: R46143102 thru R46143106 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. 0NE 22PE N ,N y�mAj OREGON C� FMBER 5, a �S A. Hea 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. a MIS® MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-234 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: 846143102 thru R46143106 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. �yTONIO %, GOS wp4 WASy� W pfd N 11, 49639 q`k 01 Fcisx���� s � 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 I. I � Job Truss Truss Type Oly Ply 846143102 PL142Y1_MAIN_H FD Fbw d 1 Job Reference(.ptionall Pacific Lancers d Tmas Co.. Beaverton,Oregon 7,530 s Jul 11 X14 MiTek Industries Inc Wed Oec 16 09,52 322015 Paggel ID.DCROXxd6nguppHO 64fdj2_U1w Ey01JSM9HZse9 L7rEOjPPJFI)Oel7cvljICzy8OuT 0-6-8 le_-1 an.z 15x3 II 15x3 II 3x4 = 1.5x3 11 4.5 =3.4 II 4.5= 3x8 FP= 3x4= 1.5x3 II 3x5= 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 i Ia�6 20 19 18 17 1 15 14 13 1.5x3 II 3x8= 3x8 = 3x6 FP= 3x8 = 3,18 = 3x8= 1.51 11 9-100 9Ud 0. &tA A htA Plate Offsets(%Y)— 11'.0-1-8 Edge],15:0-2-5 Edge],17:0-1.6 Edge],[12:0.1.8 Edgel [15:0-38 Edge) [18:(-2-12 Edpel LOADING(psf) SPACING- 2-0-0 CSI. LD in (lac) Ildell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 -0.06 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.28 -0.10 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 ) -0.01 12 n/a n1a BCDL 5.0 Code IBC2012frP12007 (Matrix) Weight'.81 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&BB(8at) TOP CHORD Structural wood sheathing directly applied or 6-0-0 a purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 1=391/0-6-0,16=1276/0.3-8,12=39410.60 Max Grav 1=436(LC 3),16=1276(LC 1),12111,438(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten,-All forces 250(Ib)or less except when shown. -i.1TONT0 A� TOP CHORD 1-2=-1 209/0,2-3=1209/0,3-4=8591325,4-5=-059/325,5-6=011717,61717, 7-8=-8821307,8-9=882/308,9-10=-8821308,1 0.1 1=1 21610,1142=1216/0 GOS tiOF WAsn._CT. BOT CHORD 18-19=35/1342,1748=984/0.16-17=984/0.15-16=-938/0,1445=22/1358 ye _ WEBS 1-19=0/1248,2-19iii 3-18=-654/0,5.18=011461,576=96010,12-14=011255, 11-14=252/0,10.15=-645/0,7-15=011448,7-16=-992/0 — Vl NOTES- 1)Unbalanced floor live loads have been Considered for this design. 4 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Oil(0.131 X 3")nails. Strongbacks to p ,p,,49639c� be attached t0 walls at their outer ends or restrained by other means. A� �0ytS7'8i16 3)Gap between inside of lop chord bearing and first diagonal or vertical web shall not exceed 0.5001n. SSIONA1,15 + 4)CAUTION,Do not area truss backwards. D PROFFss �<JGli /0 CC 87022PE 9r 01 y oj, DREG N rye <U~ 90 EMBER N, �O OS A. HEP�P EXPIRES:06/30/2017 December 16,2015 AWARNING-Vedry tlealgn usamereds and READ NOTES ON THIS AND INCLUDED MITEx REFERANCE PAGEMI47473re,1&03/2015 BEFORE USE. Design ld for nere chip sodin M'1 kW connectors.This design Is basedonIv pan parameters sM1 d' far an' d'd Ibuilding componenl,not . of systemBI thebuilding designer must vely theppf blly at design paramer dpropertyn rp 1 thisdesign nto thadaemp buildlingdesigh Bracingindicated is to prevent buckling ofindividual truweband/or chord members only.Additional tp yandpermareitbracing MITOW is always required forslablly and to prevent collapsawth passible personal injury and property damage forge eralguidource- ardngthe fabrication,storage,delivery,erection and bracing of trusses antl truss r,harm.see ANS15FIl Qucpy CMeda,DSB-89 and BCSI Buill Component 7777 Greenback Lane Safety Indrmaffon available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Sidle 109 CNus Hei Ms CA 95610 Job Truss Tmss Type0ty Ply R 610103 PL142J4_MAIN H F02 Floor 11 1 Job Reference(optional) _ Pacific Lumber d Truss Co., Beaverton,Oregon 7530 s Jul 112014 Vii Industries.Inc.Web Dec 1609:52932015 Rege1 10'.DC CXxtlfingu9pIKM4fdjz_Uhe-HRWn E1T wbhjFJMYhYIdGdyU]h2dNCJ9syTrkpy80uS 06e 1 tag ase o-�akidd � Odle=1:345 15x3 1,5x3 11 3x4= 15x3 II 4x5 = 3,4 II 4x5 = Sao FP= 3x4 = 1.5x3 II 3x5= 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 la�d 20 19 18 17 18 15 14 13 1.5x3 3x8= 3x8= 3xe FP= 3x8= 3x8= 3x8= 1.5x3 11 ad" 91-0 0. 91-0 0.d Plate Offsets(X V)— [1:0-1-8 Edoel 150-2-7 Edae) f7:0-1E Edge] 112:0.1-8 Ed gel,[15:4312 Edge] 1180-2-12 Edqel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Won L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Ven(LL) -0.06 18-19 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0,28 VertQL) -0.1018-19 >999 360 BCLL 0.0 Rep Stretri as. Ina YES VVE 0.74 Hori -0.01 12 rata n/a BCDL 5.0 Corte IBC2012/iP12007 (Max) Weight:811b FIT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(nat) 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 DF Stud/Std(Bat) BOT CHORD Rigid ceiling directly applied or 6b0 Go bracing, REACTIONS. (Ib/size) 1=393/0-6-0,16=127910.3-8,12=393/0-60 Max Grav 1=438(LC 3),16=1279(LC 1),12=438(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -aTON 0 p� TOP CHORD 1-2=121610,2-3=1216/0,3-4=879/315,45=679/315,56=0/1726,6.7=0/1726, 7-8=880/315,8-9=880/315,9-10=880/315,10.11=1216/0,11-12=1216/0 copS BOT CHORD 18-19=29/1356,17-18=953/0,16-i7=953/0,15-16=-S4810.14-15=27/1357 WEBS 1-19=0/1255,2-19--253M 315-18-011454 5-16--987JO,12-14=0/1255 11-14=252A 10.15=-647/0,7-15=0/1450,7-16=-990/0 _ NOTES- 1)Unbalanced floor live loads have been Considered for this design. 9639 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc entl fastened to each truss with 3-10tl(0.131"X 3")netts. Sirongbacks to Off, R(�IS,'-�¢�O be attached to walls at their outer ends or restrained by other means. S S 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. �QNALE"G 4)CAUTION,Do not erect truss backwards. ��PrcD PROFES G S INE / 87 2PE r N �' mq GREG N <U� 99� TIMBER O P S P A. HE EXPIRES:06/30/2017 December 16,2015 AWARNING-Venry dessign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W WI rev.1d0.911O15 BEFORE USE. Design Id for use only vsth MiTelA conneclon.This dem,a is based onlIyv pan paramet-im.m. d,,mcbm tl Ib Id gcompo.art nat tsystemBeforethebuilding designer must ve ly theppl'<alntity of design parameters and property reargyrate thin'design nto the overall prildingdougn, Bracingd atedIstopreventbucking of- d tl lrissweband/or chord members only.Adi temporaryandpennanenfbracing WOW 's always required lorstablliry and to prevent chropsevnth possible personal injury antl property tlamage. For general guidance regarding the 7777 Grrenback Lane Iabi.storagedelivery,erection and bracing of Wsses and toss systems.see 1151/111 Quality CrIi DSI-89 antl i 11.11i Component Safety Inform-Xan available from Turns Plate Institute-218 N.Lee Street.Suite 312 Alexandra.VA 22314. suite 109 Cbms HeipMs CA 95fi10 y Job Truss Tntss Type City Ply R46143104 PL14-2]4_MAIN H F03 ear d 1 Job Reference(optional Pass,Luln0er 6 Truss Co., Dessert Oregon 7.530 sJul 112014 MiTeklnduslries,Inc Wed Dec 16 0952 33 2015 Pagel ID Dck0Xxdfingu9pIKK64fdjz_Utw-HRAAnEfT_wbhjFJMVh dGdyVNh2dNDMgsyTMPy8Ou5 048 �i z-OA 0-10-0 l o-e-9 ��12 Sra'le=123.4 1.5x3 II 3x5 = 4.5= 1.50 3x4= 1.5x3 3x5= 1 3x4= 2 3 4 5 6 7 8 f ale 14 13 11 10 9 1.50 3x6= 3.5= 3x8 = 3x8= 1.5x3 668 344 3'( 6 12-11-8 13-fi-0 Plate Offsets(X V)— [1'0-1-B Edgel [3.0-1-8 Edael [4'0-1-fi Edae] [8:0-1-8 Edael 112.0-1-12 Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCUL 40.0 Plates Increase 1.00 TC 0.29 VerI LL) -0.05 10-11 1999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Verl(rL) -0.10 10-11 >999 360 BCLL 0.0 Rep Stress Ina VES WE 0.67 HOQ(TL) -0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:56 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF NoA&Btr(flat) TOP CHORD Structural wood Sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 OF No.18Bir(flap end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/Si2e) 1=34/0-6-0,8=432/0-6-0.12=1008/0-3-8 Max Uplift 1=157(1C 4) Max Grav 1=112(LC 3),8=437(LC 4),12=1008(LC 1) �ToxrD "Gr FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. GAS�p4 W TOP CHORD 1-2=-21/671,245=877A56=877/0, ASA.. `ry J=15/673,3-4=011 152,45=877A 56=877/0,6-7=1215/0, 7-8=1215/0 �4T RP OHO d BOT CHORD 12-13=1114/0,11-02=440/0,10.11=0/1355 N WEBS 3-12=391/0,1-13=-698/17,3-13=0/716,8-10=0/1254,7-10=252,0,6-11=-519/0, .••LLL 4-11=0/1323,412=922/0 NOTES- A.f 49639 1)Unbalanced floor live loads have been Considered for this design. 2)Recommend 2x6 slrongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss wfth 3-1 Gd(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends Or restrained by other means. S%NA-1 3)Gap between inside Of tap chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. ��PEp PROFESS �NGINEF9 X02 8 2PE vV- yN ^ �Aj OREGO �O EMBER Ais1 �O OS A. HEP�P EXPIRES: 06/30/2017 December 16,2015 WARNING-Vetlfydeslgn p✓amelen and READ NOTES ON MIS AND INCLUDED MITER REFERANCE PAGE ANFT473 rev,1RA1,1015 BEFORE USE. • Des'g Id far use only 'th MiekB connectors.TFsd g m based one upon parameters shove.and 6 faro -individual building component.not 1 rylenn Bel thebuilding desgner musty rylh pplcamhy of design parameters and papart ardiadeate this design into the overall b Td gdesgn. B,.,, g d' aledeta Wevenlbuckl g I' ditl allmmv band/orchadmembersonly. Additional tme-dr,andpermanentbracing Wek' is atvays required for stability and to prevent collapse win possible personal inlury and prop rb,damage, For general guidance regarding the fobOmSfoon,storage,delNery,erection and broaing of lmsses and trus systems.:e ARSI/1P11 Oaa18y Cristo,BSB-89 and SCSI Bulding Component 7777 Greenback Lane Safety InrmanSoavailable from Tics,Plate Inetfird,218 N.Lee Street.Suite 312 Alexandra.VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Tmss Type OLY PIY 4 R6614]105 PLtd-23l_MAIN_H F04 Floor a l Job Reference o lional Padllc Lumber&Truss Co., Beaverlory Oregon 7.5305 Jul 112014 MiTek Industries,Inc.Wed Dec 160952']42015 Page IDDckOXxdfingu?pIK W64fdjz_Ulw-Id4gS?UchugalTxkEGGsogVdg5NWdpJ5cCPHsy8OuR 0-68 2h0 1-8-6 1-7-12 Scale=1%4 3.4= 1.5x3 II 3x4= 15x3 3x6 = 110 = 15x3 II 3x6 FP= 1.5x3 3x4= 15x3 1 3x5= 2 3 4 5 6 7 9 9 10 11 12 20 19 16 17 16 15 14 13 15x3 11 3x8 = 3x8= 3xe FP= 3x5 = 3x10 = 3x5= 3.4 = 10-7-81 0 20.10.4 1b,1 12 PI t OR Is KY],— 11'0-1 6 Ed 115'0-0-0 0-0-01 16'0-3-0Ed 1 1150-4-12 Ed 1116.0-1-8Etl l,[190-M.Edgel LOADING field) SPACING- 2-0.0 CSI. DEFL. in (loc) Ildell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Verl -0.08 18-19 >999 480 MT20 2201195 TCDL WA Lumber Increase 1.00 BC 0.33 Verl -0.1318-19 >956 360 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) -0.01 13 We ruse BCDL 5.0 Code IBC20127rP12007 (Matrix) Weight:88 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 purlins, except BOT CHORD 2x4 DF NG.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 ac bracing. REACTIONS. (Ib/sae) 1=440/06-0,16=1389/0-3-8,13=42210-1-12 Max Grant 1=485(LC 3),16=1389(LC 1),13=474(LC 4) FORCES. (lb)-Max,Camp./Max.Ten.-All farces 250(Ib)or less except When shown. G�5 �NTO p� TOP CHORD 1-2=1387/0 2-3=138710,3-4=1351/182,4-5=13511182,5-6=011953,5-7=301(741, 7-8=302[741,8-9=302/741.9-10=1624M,1011=1624/0 W BOT CHORD 18-19=0/1677,17-18=-689/243,16-17=689/243,15-16=192510,14-15=269/1300, 1314=011178 WEBS 6-16=-771/0,1-19=0/1432.2-19=-25310,3-19=304/125,3-18=487/0,5-18=0/1310, — 516=1711/0,11-13=-1235/0,11-14=-521467,9-14=0/506,g-15=1224uQ I5=011672 NOTES- 49639 q4 1)Unbalanced floor live loads have been Considered for this design. Q� '4(>C�,1.figE0 54(x 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 3)Recommend 2x6 slrongbacks,on edge,spaced at 10-0-0 oc and fastened to each Voss with 3-10d(0.131"X 3")nails. Strangbacks to SIQN�,>'ts be attached t0 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 0.500m. 5)CAUTION,Do not area truss backwards. p PROfFS,s Q�� ENGINE /029 87022P ym`0 OR GON rye O(U� 90 EMBER OS A. HECA EXPIRES:06/30/2017 December 16,2015 QWARNING-Verity tleslBn panmerers and READ NOTES ON THIS AND INCLUDED All REFERANCE PAGEWN473 des,Idstucars tltroRL USL Design I'd for use any th MReW connector.Thstl g - hosedonl�upon parameters SM1av n, d'ufIXan' ditl Ibuildingcomponent not t sysl m.Bel or,the building designer on ve ly thepplicabiliryoldesign Poramefersand preperpkicarectratelMi design intothe overall b Id gdesign. Bracingindicatedstoantibuckling f d tl dtrusswaband/or chord members only. Add( It mperaryandpermanentbracing MiTek- is aM1vays required fol5tability and to prevent colbpse vein passible personal injury and Property damage. Forgeneral guidance regarding the fobbcotion.sloraga deli cin erection and brag of tmsses and fuss hatems.Se ANSIQPI10ualdy Cdtedo,DS! Bull9 and SCSI lulComponent ????Greenback Lane Similarly Information avalable from Ima Plate Institute,216 N_Lee Street Suite 312.Aleea^dre VA 22314_ Sante 109 C lrus He oMs CA 95610 Job Truss Truss Type Cry Ply R atd]1o6 PL1423<_MAIN_H F05 Floor a 1 R Pacific LumberBTruss CoBeaverton Oregon 15O 112014 ilndsis Inc wadDes, 452343015 Pagel IU:OckOXxINinqu9pIItV34ftljzUWld49S9U&ugalTxkEGGsogWz50u6faJ5CPHsy 60uR Scale=1'.33 6 t 5x3 15x3 II 3x4 = 15x3 11 3x4 = 1,5x3 II 4x6= 4.5= 34 FP= 3,4 = 1.5x3 11 3.5= 1 2 3 4 5 6 7 8 9 10 11 12 ld�d II 2 19 t8 17 15 14 13 3x4= 3x5= 34 FP= 4x6 = 3.5= 3.8= 3.8 = L5x3 444 4112 18$12 59.1-4i 31-0 1188 Plate Offsets(X Y),- f6:0-2-4 Edged (7.0-1-6 Edae1 [12:13-1-8,El(15.0-3-8 Edoel [160-1-12 Edge] LOADING(parts) SPACING- 2-00 CSI. DEFL. in (loc) /deg L/d PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.06 14-15 1999 480 MT20 220/195 TOOL 10.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.1014-15 1999 360 BOLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.01 16 the n/a BCDL 5.0 Code IBC20127TPI2007 (Matrix) Weight:81 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&BU(fW) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 OF Nc.18Btr(flM) end verticals. WEBS 2x4 OF StudlStd(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 20=392/0-1-12,12=394/040,16=1269/0-3-8 Max Gray 20=437(LC 3),12=436(LC 4),16=1269(LC 1) FORCES. (Ib)-Max.Comp,/Max.Ten.-All forces 250(lb)or less except when shown. GOS TOP CHORD 2-3=-139310,3-4=1393/0,45=0/753,5-6=0!754,6-7=0/1689,7-8=866/297, F 8-9=8661297,9F10=866/297,10-11=121(3/0,11-12=1210/0 BOT CHORD 19-20=0/1067,18-19=291/955,17-18=2911955,16-17=1628/0,15-16=945/0, �yT �r� CTed 14-15=15/1347 WEBS 6-16=631/0,2-20=1118/0,2-19=-581341,4-19=0/608,4-17=-130810,6-17=0/1079, LLL 12-14=011249,11-14=25210,10-15=-64610 7-15=011450,7-16=963/0 NOTES- fell 1)Unbalanced floor live loads have been Considered for this design. Off, `�1�.'4963939 2)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)20. FS G 3)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to SIONAL 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. o P R OFFS,S' �5 ENGINE ¢ 870 2PE v` NCV y iso 0 E 90 EMBER �O OS A. HIS EXPIRES:06/30/2017 December 16,2015 ,&WARNING-Ved/ydealgn.....seem and READ NOTES ON THIS AND INCLUDED Al REFERANCE PAGE MP7473 rev.1WO312015 BEFORE USE. Design valid for use only with MiieA9 connectors.This dedgn o Eased di,upon parameters shown. ds for an Individual building component not a Wss o em.Before use.the building designer must vanty the appricabiGly of design parameters and proper,,ncorpwate this design into the overall baildingeeelgn. &acing Indicated S to prevent buckling of individual tmssv-eb andlorchwd members only. Addt'gnaltempornryondpemmanent Macing MiTek' isbrokers required for stability and to prevent collapse vnth possible personal Injury and property damage. For general guidance regarding the 7777 Greenback Lane forbears,storage,delivery.erection and bracing of tmuee and Wss systems, ee ANSI/rPll Quallly Cdteda,DSB-a9and BCSIB,Iding Component Suite 109 Safety lnformaBon available from Truss Plate Institute,218 N.Lee Street Suite 312,Advandba.VA 22314, CIWS Heiabts.CA 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y 11�6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. 1 1 (Drawings not to scale) Damage or Personal Injury Dimensions are in ftssixteenths. Apply plates to both sides Of truss 1 2 3 I. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-brac ng,is always required. See BCSI, OI/I C1-2 C2 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves a WEBS cz 4 may require bracing,or alternative Tor I T r� W h n p bracing should be considered, re U c° = z 3. Never exceed the design loading shown and never o_ +' u U stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building FOf 4 x 2 Often}anon,locate r designer,erection supervisor,property owner and P 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. 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 regudted by ANSI/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 I. `Plate location details available in MITek 20/20 NUMBERS/LETTERS. Software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 199 at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 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 deflection. the length parallel to slots. 71.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 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. I by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided of 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 la.Bottom chords require lateral bracing at to pacing. BEARING or less,if no ceiling is installed,unless oththervdse se noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16,Do not cut oraltertruss memberor 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 is far Crushing only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI I: 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: BuildingCOm oneni Safety Information, 20.Design assumes manufacture in accordance with P v ' g Guide to Good Practice for Handling, ANSVTPI 1 Quality Criteria. Installing &Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-234 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: R46143107 thru R46143115 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. PROFFss �0 �r.NG1NEF9 ��2,9 87022PE up N y9�Qj OREGON y- <4~ 0 AMBER �S A. HER�P E I E / 0 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: PL14-234 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: R46143107 thru 846143 1 1 5 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI l section 6.3 These truss designs rely on lumber values established by others. JL �yTONpIOO ,, A ry' ego QFC s639� Sg �y6 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. FJob Truss Truss Type Oty Ply R 61d3W) PLH 234_UPPER FOt FLOOR 4 1 Job Reference(optional) Fatific Lumber d Trans Co., Beavddi Oregon 7.5305 Jul 112014 MiTek Industries,Inc.Was Red 1609:52482015 Pagel In MOp7dlab_FzM39rJKNH5zPmGH{JwSOnfOOCabYo0O3CMMMwa iNzrNJnc m2y90uD 0-1-8 H 1 1-3-0 _ 1-2-8 r 1.2-0 11--112 { 1-bo Scale=1:29.7 4x5= 3,14= 3,4 = 3x4= 3x4= 4,6= 1 2 3 4 5 6 7 6 9 10 11 12 13 14 I Im 21 20 19 18 17 16 3x6 = 4e6= 3.5= 3x5= 3x5= 3x4 = 4x5= 3x4= 1)-612 17619 Plate Offsets(X,YI- 116:0-1-8,Edge),117'.0-1-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TO 0.87 Ven(LL) -0.33 17-18 1638 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Ven(TL) -0.5117-18 1407 360 BCLL 0.0 Rep Stress Incr YES WB 0.81 HO¢(TL) 0.06 15 n/a We BCDL 5u) Code IBC2012/TPI2007 (Matrix) Weight 83 111 FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF Nc.18BtRflal) TOP CHORD Structural wood sheathing directly applied or 5 0-8 oc punins, except BOT CHORD 2x4 OF 240OF 2.OE(flat) end venirals. WEBS 2x4 OF Stud/Stdfflap BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 22=949/0-5-8,15=95610-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2176/0,3-4=2176/Q 4-5=3525/0,56=352510,6-7=4103/0,7-8=410310,8-9=3978/0,9-10=397810, .i.1�NrO jzA 10-11=2683/0,11-12=2683/0,12-13=268310 P' 'C BOT CHORD 21-22=0/1215,20.21=0/2941,19-20=0/3905,18-19=0/4143,17-18=0/3583,16-17=0/2683,1516=0/1388 �oS y� WEBS 11-17=0/450,12-16=-655/0,2-22=1498/0,2-21=011209,4-21=-961/0,4-20=01734,6-20=478/0,1315=-1648/0, k Cjx 1316=0/1601,10.18-0/532,10-17=719610 _ NOTES. 1)Unbalanced floor live loads have been Considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. "d ,Q 4q 3)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 �� �496399639wq �r be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. SS�ONAL""G PROce �NGINEF9 i02 2 8 2PE 9r N rV y mAj OREGO 9� F�18EP, Na' �O 0S A. HEP�P EXPIRES:06/30/2017 December 16,2015 AWARNING-Vdr,design niondutrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A111-7473 bei 10/0.1/1015BEFOREUSE. �- D 9 Ild tar use chip voth MnelA mnneala¢.The design' based onlV upon parametersshown dsfor anindividualb building component.not t ryt Before ,IF building designer must very the ppl ability of des0n parameters antl bn,,u­Pk,raorL.e this da,ri into the overall puldingdosign. Bracingindicated a to beivent buckling of individualmus kabantl/wchord member,anty. Adtll II pomryantlpem,anentbracing M176k' safwaysreauiredldstobiliryandlop--v tmllapsevnlhpossibkp nal injugondwoper damoga Fagenerol guidance regarding the )777 Greenback Lane taMcafionstorage,donver,erection and bm mcing of lrses and fired sm ystea.see ANSI/RII Quality CMo eli DSI and BCSI Building Component 7777 Safety Information available from Truss Plate Institute,218 N.Lee Street Sera 109 Suite 312.Akxandna.VA 22314. Hearts CA 95610 y Job Truss Truss Type Oty Ply R46t4310B PL14-234 UPPER F02 FLOOR 4 1 b Ref pf p Pacific Lumber&Thus Co., Beaverton.Oregon 7,530 s Jul 112014 MITek Industria.Inc.Wed Dec 1609.52482015 Page ID'.fROp7 W ab_FzM3?rJ KNHSz?mGH-LJwSOnfOOCabYc0O3C WBMM_6k3YN_xNJnc6m2y80d D _1-40 1-9{I 1-7-9 r t-8-13 280 _1 1� 12-0-a 2-515 Style=1.37.8 1.5x3 1Sx3 11 3x5 = 15x3 11 4x6 = 3.12= 1.5x3 11 3.4= 3.6 FP= 3x4 = 3x4= 1.5x3 1 2 3 4 5 a 7 B 9 10 11 12 m� lm 21 20 19 18 17 16 15 14 13 3x4 - Ake= 3x8-3x6 To 3x4 3x5= 1.5x3 11 15x3 3.4= 7813 1Bh7o 21d-12 __ b7d ]-0, JA15 Plate Offsets(%Y)- [10.0.1-8Etl 11110.1-8 EdDel LOADING Puff) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell L/tl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.22 15-16 >871 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.34 1516 >572 360 BOLL 0.0 Rep Stress Inu YES WD 074 Hoa(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:98111 FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(gat) end verticals. WEBS 2x4 DF Stud/Std(eat)'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 10.16,7-16,7-17,5-17,11-13'.2x4 DF No.I&Btr(flat) REACTIONS. (lb/size) 13=705/Mechanical,21=231/0.3-12,19=1893/0.3-8 Max Uplift21=437(.09(LC OS OJQVN70 Grav Max Grav 13= 4),),27=144(LC 3),19=1893(LC 1) W FORCES. (lb)-Max.Comp,/Max.Ten.-All farces 250(lb)or less except when shown. F -`W TOP CHORD 2-3=0/1765,3-0=0/1765,4-5=0/2806,56=857/0,6-7=857/0,7-8=2398/0, 8-9=-239610,9-10--2388/0,10-11=1737/0 ba BOT CHORD 20-21=841/101,19-20=2806/0,18-19=1072/0,17-18=1072/0,16-17-0/1926' CCi - hl 15-16=0/1737,14-15=0/1737,13-14=0/1737 WEBS 11-14=0/260,419=905/0,2-21=-115/961,2-20=-1084/0,10-16=0/784,9-16=-346/0, 7-16=0/518,7-17=1156/0,6-17=-268/0,517=0/2003.519=2002/0,11-13=185910, d Q� 4-20=0/1464 49639 0� � iIST 9 a44 NOTES- �SSIQNAL�G 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 3-104(0.131"%3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. PED PROFe. 4)CAUTION,Do not area truss backwards. �NGI NEZ- s/0 � 87 2PE (P A y /IV m-0 OREGO rya �u 9C� Fti1BER "A' �O A. He EXPIRES:06/30/2017 December 16,2015 WARNING.Verirydeslgnparamaterund READ NOTES ON THIS AND INCLUDED MITENREFERANCE PAGE WN4731ae 1M0]rzd"Ifel REUSE Design void t on12P 'tb Mil conneclors.This design'ts based onN pa Parameters shown. d'a for on indhodual buildingcomponent not al ssyour Befn the buAdmg designer most henry the opplicab fry Idesign parameters and property incorporate this design Into the overal building tlesign. Bracing indicated is to prevent buckling at lndikdual truss web and/or chord members only. Addmonal temporary and commonest bacing MiTek' is ch ays required for stobilry and to prevent collapse with pos4ble personal lniury and property damage. har gendmi guidance regarding the tabncation storage,deflI.eechad and bating oftruaes and toss syetemv se ANSt/Th,cook,Cr Nbf,"p"and left building Camponenl Sake Oreenbark Lane Solely Information available from ors Plate Institute.218N.Lee Street Suite 312,Alexandria.VA 22314. Sake foe [CiousHeights CA 95610 Jab Truss Truss Type Dty Ply R46143109 PLtd-2k UPPER F03 FLOOR 9 t Job Reference(optional. Pacific Lumber 6 Tmss Co.. BeaveMn,Oregon 7 530 s Jul 11 2014 MiTak Industries,Inc wed Dec 16 0932492015 Page 1 1D ROp7cJab_FzM3?rJKNH5z9mGHpWUgb7g09VISAm vl Nv_cDv8Up6YCVJYRLIJUy80uC 2{0 rFM111 1 1-2-0 1 1 1-1-13 i0" Scale 1. 1.5x3 II 3x4= 1.5x3 II 3x4 = 15x3 II 1 2 3 4 5 3.4 = 6 12 1.5x3 = 11 10 9 B 3x6 = 1.5x3 11 15x3 3x4= 3x6 = am &4a Plate Offsets(X Y)f- 14:0-1-8 Edgel 15:0-1-8 Edgel LOADING(psi SPACING- 2-0-0 CSI. Di in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TO 0.32 Ven(LL) -0.05 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Ven(TL) -0.1010-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 HOR(TL) 0.01 7 nla n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 41 Ib FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(fW) TOP CHORD Structural wood sheathing directly applied or 680 GC pudjns, except BOT CHORD 2x4 DF No.I&Btr(fla) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid calling directly applied or 140.0 oc bracing. REACTIONS. (Ib/size) 7=467/0.5-8,11=4731Mechanical FORCES. (Ib)-Mal Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1051IQ 34=1051/Q 4-5=69310 0TONIO BOT CHORD 10-11=01898,9-10=0/693,8-9=0/693,7-8=01693 a a,- WEBS 4-9=-264/0,2-11=964/0,3-1 0=31310,41 0=01579,5-7=86510 G0 SOF Ol NOTES- y� _ CTx Grp 1)Unbalanced floor live loads have been Considered for this design. — N 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-00 oc end fastened to eachtruss it 3-104(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 'el 49639 Q+� 4)CAUTION,Do not erect truss backwards. SS�ONALOO r.D PROF, �N13iINEF9 e 87 2PE r N N DREG N 9C FUSER "'i �O �S A. HER�P EXPIRES:O6/30/2017 December 16,2015 WARNING-Veroydaslgn prtarmarm and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 00.7473 rev.listK/2015 BEFORE USE. Design Id for use ly Wth MTeke connectors.This tl g based on upon parameters shoc,n dis for an'd id I building component not 1 YTm.Beforeuse,the building designer must very the pe obi itof desugn parameters and propeM roorporde this design into the overall b Ttl gd sgn. Bddrir d ted'Is to p'event buckling of individual Toni web andlorchard members only. Additional tpara,and permanent bracing WNW 's always recused la stability and to prevent cdlapse win double personal lnjurt and propeM domage. For general guidance regarding the 7777 Greenback lane fablcatipn.90rage.delivery.erection and bracing of trusses and toss systems.see p'Sti,'i'dledo,'i a.......Wn,Component Safety Information available from Trus Plate lnslitute.218 N Lee Street Suite 312,AIexantlno.VA 2231 a. Sul.1011 Chas Heights.CA 95610 Jab Truss Truss Type Qty Ply 8/6143110 PL1423d UPPER F04 FLOOR 1 1 Job Jul11 14 MiTaConah Pacific Lumber&Truss Ca., 6eaverton,Oregon 7,530 s ul 112014 Jqb lndmine5 Inc. Wed Dec 16 0452 R 2015 Page 1 IDfRY?p7 W ab_FzM39rJKNHSZPmGH-pVvLgb]g09V iSAmb W v1 Nv_c8vB006RoVJYRLiJUy80uC gq.0 1-1.14 1-2-0 2-515 Salle-1:28 4 1.5x3 I I 3x8= 1.5x3 3x4 = 15x3 3x5= 1.5x3 1 2 3 4 5 8 73x5 8 ml Ian 1 13 12 11 10 9 3x5 = 3x8= 3.8 = 1.5x3 11 1.5x3 3x5= 12-5-1 13-I}111]-1 i Plate Offsets(X Y)— I6.0-1-fl 17 0-1-8Edg 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (la) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0.29 11-12 >671 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.45 11-12 >435 360 BOLL 0.0 Rep Stress Ina YES W5 0.70 Hom(TL) 0.05 9 a/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:721b FT=O%F,O%E LUMBER- BRACING. TOP CHORD 2x4 OF 240OF 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF 240OF 2.OE(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/sae) 14=891/0.4-0,9=891/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. p� TOP CHORD 2-3=3178/0,33=3178/0, 1-5=346810,5-6=3468/0,6-7=2294/0 T—ON70 'AC' BOT CHORD 13-14=0/1957,12-13=0/3626,11-12=012294,10-11=0/2294,9-10=0/2294 WEBS 6-11=375/0,7-10=01358,2-14=2101/0,2-13=0/1310,313=252/0,4-13=381/0,542=378/0,6-12=0/1386, NOTES- 7-9=-2456/0 o CTO Q �y _ x 1)Unbalanced floor live loads have been Considered for th is 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 3-10d(0.131"X 3")nails. Strongbacks to e,rp 49639 W4 be attached to Walls at their outer ends or restrained by other means. Q� � . ISTE¢ StONALS'�G D PROFc. GINE Cz, 8 2PE 9` N y mAj OREGO 9CT AMBER �1 OS A. HIS EXPIRES:06/30/2017 December 16,2015 QWARMNG-VeMy design pammeren and READ NOTES ON VAS AND INCLUDED Al REFERANCE PAGE Al rev.ldalR015BEFORE USE Design valid 1p use only voth Miekll conneclorS.This design k based onN upon parameters sho , ds for on lndi,dual buiding component not a lmtem ss sysm.force e.the building designer must your,the aodr ablfmwn y of design parallel,and orop.M incorpdate The desgn into the o11.0 buildingdesgn. 8wcing'mdicated is loprevenl buckling ofinditiduoihssveband/orchpdmembeoonp Addrienal lampoon,antl permanent bracing MReV 3 always required far stability and to prevent collapse-th perable pasonal'miury and ryoperty damage. Fdgeneralguidonceregordinglhe 7777 Greenback Lane labncationstorage.delivery.erection and bracing of trusses and looks systems.see ANS]IN1 Duality CMeda,OSB-89 and BCSI Bulding Combatant Suite 109 Safely Information available fmm Truss Plate institute.218 Th Lee Street Suite 312 Mevandiia.VA 2231 d. CIfrvS Heights CA 95610 A. Job Truss buss Type Gty Ply 8 5143111 PL142k UPPER FOS FLOOR 10 1 Job RefiJul 11 M14 as Industries Pannc Lumber aTwsCo. BeaVenon,Oregon ID1RRp7dab_FzM3 rJKNH5z mGH-H2CpTgt Inc.Wed Dec169EBYiO %5 Pagqet p gfwprJawApAtlYCSC9EBVIOrtMn55FrwyBOuB z-a-o i 1-in-11 1-z-fl1-2-11T�an 11-2-11 k 1-1-nyb2 Scale=1:43.4 4x8= 3.4 II 3x5 = 3x4 = 4x5= 3x8 FP= 3x6 = 3x4= 3x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 mI Im 26 25 24 23 22 21 20 19 18 17 to 3.4 = 3x8 = 3x6 FP= 46 = 4x5 = 3x8 = 3x8 = 3x4 = 1.5x3 SP= 13 F13 24311 12 11 21 II+t3 ]-0 z-f1-11 &7a ]A 1-1 1 6711 .7-0 Plate Offsets(X Y} 16:0-1-8 Edget 1130-1-8 Edgel [14:0.1-8 Edgel [21:0-1-8 Edge) LOADING(pap SPACING- 2-0-0 CSI. Di in (loc) I/de8 Vd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.99 Ven(LL) -0.27 22-23 >723 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.W BC 0.93 Ven(TL) -0.4222-23 -475 360 BCLL 0.0 Rep Stress Incr YES WB 0.92 Hoa(TL) 0.04 20 n/a n/a BCDL 5.0 Code IBC2012TP12007 (Matrix) Weight:1141b FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF NO.18Btr(flat) TOP CHORD Structural wood Sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.188tr(f at) BOT CHORD Rigid ceiling directly applied or 2-2-0 GO bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (Ib/size) 16=239/Mechanical,28=775/0.312,20=176610-5-8 Max Uplin 16=-57(LC 3) Max Grav 16=361(LC 4),26=805(LC 3),20=1766(LC 1) _`(QN7Q p� FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(Ib)Gr less except when shown. QS TOP CHORD 2-3=-2738/0,34=2738/0, 1-5=2595/0,5-6=-2595/0,6-7=-1217/161,7-8=1217/161, GQS 8-9=0/2126,9-10=0/2126,10-11=012125,11-12=-546/608,12-13=-546/608, l7 1314=463/144 N 0� to BOT CHORD 2526=011737,2425=02966,2324=0/2966,22-23=161/1217,21-22=161/1217, — N 20.21=706/Q 1320=-1271/0,18-19=1441463,17-18=144/463,16-17=144/463 WEBS 6-22=386/0,7-21=745/0,2-26=1865/0,2-25=0/1074,325=253/0,423=504/0, 523=395/0,523=0/1664,13-19=569189,12-19=30810,11-19=0/1284,11-20=1082/0, 10 49639 Q� 1416=6681208,8-20=1798/0,8-21=0/1805 00� NOTES- SSI0101560 1)Unbalanced floor live loads have been considered forthis design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girders)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Did(0.131"X 3")nails. Strongbacks to PED PROF, be attached to walls at their outer ends Or restrained by other means. �NG[NFF , S/ 5)CAUTION,Do not erect truss backwards. � 029 87 2PE N y 1 N OREG N rye 9� AMBER A, OS A. HEP�P EXPIRES:06/30/2017 December 16,2015 WARNING-bi chni penmerers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MP7473 ne,10/0311015 BEFORE USE. Design valid for use only With MRek®connectors.TFls design k based any pan parameters shovm. d u for an Individual Failcomponent.not a trob system.Before use the building designer must verity the eppllcablfly at design parameters and propeM Incorporate this design into the ovi building design. Bracing indicated is to prevent buckling of individual truss web andlor chard members ci Additional temporary and permanent boding MiTek' 3olways required torstabiliry and to prevent collapse win possible personal many and property damage. Forgereral guidance regarding the 7777 GreenLaG Lane tabncallan.storage.delivery.ereclum and bracing of musses and Wuryslems.see AHSI/IrI10uoIXy CMetlaBSE-9Y and aC5llWElnp Component SafetylMormaBon available homivss Plate institute 218N Lee Street.Su IC312,Alexandna.VA22314. Sun.109 Cetus Heights CA 8$610 Job Truss Truss Type Oly Ply R461dJ112 PLtd-23a_ri Z FOS FLOOR 3 1 Job Reference a tianal Pacific Lumber B Tress Co., Beaverton,Oregon 7.530 S Jul 112014 Si Industries re Wed 11609.52:512015 Pagel IDfRr?p7cJab_FzM3?rJKNH5z?m GH-Iuc OphHh7zAP41?kK3r_PiXSy8waOap?IgoNNy8OuA 280 1-58 i 1-1-0 01 0 i A:a� '_1--1-0 1 1-1.4 Scale=1:36.1 3.4 = 3x4= 4xB= 3x4 = 3x6 FP= 3.4= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 l= 24 23 22 21 20 19 18 17 16 15 14 3x4 = 3x4 = 3x6 FP= 34 = 3x4 11 4x6= 3x6= 3x4 = 4441 19412 84-12 Plate Offsets(X y)— 14.0.1-8 Edge],111'0-1A Edoe1 112'0-1-8 Edgel 123'0-1-8Edoel LOADING(pat) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Vd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.12 16-17 1999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.53 Vert(TL) -3A916-17 1770 360 BGLL 0.0 Rep Stress Ina VES WO 0.56 Ho1z(TL) 0.02 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight.97 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-CP0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 OF Stud/Sid(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Itesize) 14=53910.1-12,19=1443/0.3-4,24=333/0.3-12 Max Uplifl24=-1(LC 4) Max Grav 14=559(LC 4),19=1443(LC 1),24=427(LC 3) 0TQNI0 p_ FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shoval 5 W TOP CHORD 2-3=-788/331,3-4=788/331,45=0/976,56=0/976,6-7=0/703,7-8=0/703, GO BOE B-9=-1488/0,9.10=1488/0,10.11=1488/0,11-12=1702/0 DOT CHORD 23x24=104973,22-23--331988,21-22=331/788,20. 4 21=-331/788,120=1481/0, 18-19=148710,17-18=0/829,16-17=0/1102,15-16=0/1102,14-15=0/1102 WEBS 6-19=1406/0,2-24=830/112,2-23=312/17,4-20=1265A,6-20=0/864,11-17=88/413, 10.17iiii 8-17=0/767,8-18=-1437/0.6-18=011099,12-14=1235/(1 NOTES- ��0 ,p 49639 1)Unbalanced floor live loads have been considered for this design. FS G 2)All plates are I.Sx3 MT20 unless otherwise indicated. %NA 3)Provide mechanical connection(by others)Of truss to bearing plate at joint(S)14. 4)Recommend 2x6 strongbacks,an 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. ED PRQFFSS' ��� �NGINEC9 10i- 87022PE LP CV y mAT OR EG N 9t.' EMBER �O OS A. HER�P EXPIRES:06/30/2017 December 16,2015 QWARNING-Verity tleslgn panmehn and READ NOTES ON THIS AND INCLOOEO WTEN REFERANCE PAGEW-7473—10031015 BEFORE ME. Devon valid for use ont/vnth Masi connector.This design is based onp upon parameters shove,and is this on lndirudual building component not atmss slat, Before use.the anion,designer must verify the oppicobilify of des,gn parameters and properk mcaporate this desgninto the ovem9 buildingdesign. Bracingindlcatedatopreventbucklingofndiudualtrusswebantllerchordmembersam, Additbnoltempororyondpe nentbracing MiTek- iialwaysrequired for Aab.div and to makers..11aprowth possible personal injury and properly damage. Forgairmalguidence regarding the labncotlon.storageel .divery.a eotion and bracing of trusses and torsi systems.se ANSIPPII density CMedg,DSB-81 and 11i Building Component ]]n Constants Lane Solely Information available from Tress Plate Institute,218 N.Lee Street.Suite 312.Alexandra.VA 22314. Cane 109 Carus Hashes CA Si l Job Truss Truss Type any Ply RN 1431 t 3 R14-234 UPPER FO] FLOOR 5 1 - up, Phsarrmaa ptipnall Pacific Lumber B Truss Go., Beaverton,Oregon 7530 s Jul 112014 MITek lnduslnea,Inc. Wed Dec 1609:52:512015 Paget ID:fRr?p7alab_FzM3?rJKNH5z?mGH-lucaOphHh7z P41?kK3r_PiVpy59aMmp?lgaNNy8OJA r 98n 1-R-q r 1a-0 r zS1s Scale=128.1 15.3 3x5= 15x3 11 3.4 = 1.5x3 11 3.5 = 15x3 1 2 3 4 5 6 73x5= B Iso 1 �13 12 11 10 9 3.5= 3x8 = 3x8= 1.5x3 11 1.5x3 11 3.5= 12-2-9 112-49113+9 16-1-8 19-9.5, 0.71 0.7-0 2-&15 Plate Offsets(X V)— f6:0-1-8 Edgel f7:0.1-8 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.61 Vert(LL) -0.27 11-12 >713 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.4211-12 y462 360 BCLL 0.0 Rep Stress Inch VES WB 0.67 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:71 to FT=O%F,0%E LUMBER- BRACING. TOP CHORD 2x4 OF 240OF 2.0E(flal) TOP CHORD Structural wood sheathing directly applied Or 6-0-0 oc purlins, except BOT CHORD 2x4 OF 240OF 2.OE(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=880/0.1-8,9=880/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3120/0,3-4=-3120/0,45=3344/0,5-6=-3344/0,6-7=2248/0 .ulTO 10 *' BOT CHORD 13-14=0/1929,12-13=0/3539,11-12=0/2248,10.11=0/2248,9F10=0/2248 P' ��C4p, WEBS 6-11=380/0,7-10=0/347,2-14=2070/0,2-13=011279.313-251/0,4-13=450/0,4-12=250/65,5-12=-379/0, G� �r3F .CTWy, 6-12=0/1327,7-9=2406/0 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 bearing plate at joints)14. A+p Alf Recommend 4) 2x6 strong backs.on edge,spaced at 10. 496390-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to Off, �L'49639� be attached to walls at their outer ends or restrained by other means. sSIdMALv;�'O D P R OFe. �NGINEF9 870 2PE v� N y �Aj OREGO yo tG~ 90 EMBER '0 OS A. HIS EXPIRES:06/30/2017 December 16,2015 WARNING-V.ft tleslgn Param sers and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 11,1147473 rev.10,03/2015 BEFORE USE. Design valid for use onty vnth Wants connectors.This design is based only pan parameters she—,ends for mbdry l building component not a truss system.Before use,the building designer must venty the appllcabifN of design parameters and properly momentous this design Into the overall buildingtlesign. B—cinglndicatedeto prevent buckling of individual truss raband/or chord members only. Addifionaltemporaryandpermonentbrocing M!Tek' 's alvaays required for spolifiy and to prevent collapse will possible personal injury end property damage. For general guidance regarding the labncation storage tlellvery.erection and bracing oltrvssez and wsssystems.see ANSIB141 Quality Cdteda,OSB-89 and BCSI Bin7777 Greenback Lane Binding Component 7777109 Solely Information available from Truss Plate Institutendna .218 N.Lee Street Suite 312.Alew .VA 22314. Suite Cams Heights.CA 95610 Job Truss Truss Type any Ply 846143114 PL14-234_UPPER F08 FLOOR 2 1 Jab Reference(optional) Pacific Lumber 6Truss Co., Beaverton,Oregon 7,530 a Jul 112014M'TkE9ivSQ501Inc Wed Dec EcQLPJnByEPage1 ID:fRr?p7cJab_FzM3?rJKNHSz?mGH-D59yE9ivSO501 EJ812b4XtlEcOLPpJnByEPaMvpy80u9 0.1-8 H I 1-3-0 14-8 1-2-0 1-21 -8 t-601-60 Sr'aa=1:29.5 4x5= 3x4= 3x4= 3.4 = 3x4 = 4x8 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 � Im 21 20 19 18 17 16 BAD = 4x6 = 3x5= 3x5= 3x5= 3x4 = 4a5 = 3x4= 17-68 17-SB Plate Offsets(%V} (16:0-1-8Edge],117:0.1-8Edael LOADING(psf) SPACING- 2-60 CSI. DEFL. in (loc) /dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.88 Vill -0.32 17-18 1648 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.5017-18 1414 360 BOLL 0.0 Rep Stress Ina VES WB 079 Hoa TL) 0.06 15 n/a me BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight.82 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(fi TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 OF 240OF 2.OE(eat) end verticals. WEBS 2x4 OF Stud/Std(fla) BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. REACTIONS. (Ib/size) 22=944/0.5-8,15=950/0.2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. _`ZQNIQ p� TOP CHORD 2-3=-216110,3-4=2161/0,4-5=3491 5-6=-3494/0,6-7=4058/0,7-8=4058/0,8-9=3918/0,310=3918/0, P,1 10.11=2608/0,11-12=260810,12-13=2608/0 BOT CHORD 21-22=0/1207,20.21=0/2918,1320=0/3867,18-19=0/4090, 17-18=0/3515,16-17=C/i 1516=0/1383 GOA''�oF W WEBS 11-17=0/454,12-16=-675/0,2-22=1488/0,2-21=0/1199,421=952/0,4-20=0/i 6-20=-069/0,13-15=1642/0, �� CjO ✓O 13-16-011559,10.18=0/538,10.17=-120110 y .Z id NOTES- 1)Unbalanced floor live loads have been Considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. ed 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. "PQ $ 49639 4S' PCi 4 RecommendP 9 9 Recommend 2x6 strop backs,on edge,spaced at 10.0.0 cc and fastened to each truss with 3-10tl(0.131"%3')nails. Strongbacks to .0�, ��¢ be attached to walls at their outer ends or restrained by other means. SSIQNAL�Q 5)CAUTION,Do not erect truss backwards. D PROFESS �NGINE�c9 870 2PE v� tP y mAj OREGO y�OCH AMBER �1 OS A. He 'c' EXPIRES:06/30/2017 December 16,2015 AWARMNG-Verb,Cered Pammabrs and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGEMIN4IJ ne,1WAagrob tlEtONe USE. Design velltl forme Dory ech MSe49 connedars.This design is based upon parameters shown. ntlklar on Individual bu0ding component,not a toss rystem.Before use,the building designer must verity the cantonalIty of design parameters and properly incorporate this design Into the overall buildmgdenign. Bracing indicated is to prevent buckling ofIndividual truss vveband/or chord members only. Additional femperaryand permanent bracing M!Tek' I, We,,required foretabllify and to prevent collapse wish possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication.storogedeliveryerection and bracing of trusses and truss systems.see ANSUTPII Quality Orders,DSB-89 and SCSI Building Component Suite 109 Saleh Information available from Tmss Plate Institute.218 N Lee Street.Suite 312,Alexandra.VA 2231a. CBNZ HeiaMs CA 95610 Job Tmss Tmss Type Oct Ply Rd6161115 PL16-234 UPPER F09 FLOOR 2 1 Job Reference(dptionall Pacific LumherB Truss Co_ eeavengn,Oregon ]SIOSJu11120H MiTek lnOusines lnc We0 Dec 1609'52'522015 Pagel I ID:fRf+p]slab_FZM3prJKNHSz?mGH-D59yE9ivS0501 EJ812b4XtlEgOL01Jt1 yEPaMvpYa0u9 ', 2t+O j-, 1-2-0 1-10d Scale=1223 15,,3 II 3x4= 1.5x3 II 3x4 = 1,5x3 11 15.3 II III 1 2 3 4 5 B 3x4 = ] m �m 1 10 9 8 3.4= 3,61= 3,4 = 15.3 3.4= 10.14 &5-0 1048 1] 'II 0.1 0.]JI M1)ll J.1 Plate Offsets(X,Y)- 16:0-1-8,Edael.110'.0-1-8,Edael LOADING(psi) SPACING- 2-0-0 CSI. Di in (loc) /deb Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.22 10-11 1699 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Ved(rL) -0.35 10.11 >438 360 BCLL 0.0 Rep Stress Ina YES WB 0.42 Hoa(TL) 0.03 8 We n/a BCDL 5.0 Code IBC2012rrP12007 (Matrix) Weight:57111 FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF No 188tr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 OF ND.18Btr(flat) end verticals. WEBS 2x4 OF Stud/Sid(8at) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 12=698/0-2-8,8-698/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2205/0,3d=2205/0,4-5=1457/0,5-6=-1457/0 Gob�y w IO BOT CHORD 11-12=0/1478,10.11-0/2131,9.10=0/1457,8-9=0/1457 WEBS 69=0/258,2-12=1586/0,2-11=0/780,4-10=819/Q 6-8=-163310CT0 NOTES- �Q+7 1)Unbalanced floor live loads have been considered for this design. - 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8, 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-104(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A ,Q Art � w� 00 <'13ISTER� ' `rS�ONALOG O'r P R OFFss �5 �p1GINEp, 1 870 2PE vr" (P yN SAT OREGO rya OW 0b, Fti1BER ", A. HEP�P EXPIRES:06/30/2017 December 16,2015 WARNING-Whir,des19n poamehn and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE M A7473 rev.IDA111015 aEFORE NSE Design valid loruseonN with Ivubbllconnecton.Thistlesgn is based Doty pan parameters shovm. dsfq,.n lnd'Mdualbuildingcomponent not � at ryitan,Sunni the di designermust verity the appbmbihtyolde,gn Parometenand propeMincorporste lhkdesgn into meoeral buildingdesign. Bracingadficatedktoprevent buckling of indimdmitruss weband/a chord members only. Addhonoltemporaryand pamanentbracing MiTek' is always required for stobillry and to prevent collapse wth passible personol injury antl property damage, for general guidance regarding the ]]p Greenback Lane fobnss ncatio .storage,delivery.erection and bracing of tnei and trusvi sea 1111,111 11Offed¢DSB-89 Fred SCSI Building Campone.f Sateh Intorm0lon available from Truss Plate Institute.218 N.Lee Street SAId 312.Aleaandna.VA 22311. Suite 109 Citrus Heiabts.CA 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION -01 �3 " Center plate on joint unless x,y 11�6-4-8 I dimensions shown in T-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I I (Drawings not to scale( Damage or Personal Injury Dimensions are in ft-insixteenths. Apply plates YO bothhsides of iNsS 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. 5ee BC51. Q I cr"z c2a 2. Truss bracing must be designed by on engineer.For -/ib 4 wide truss spacing,individual lateral braces themselves WEBS ce"< may require bracing,or alternative Tor I T O ,p y , p bracing should be considered. C U n = s G 3. Never exceed the design loading shown and never °" a O stack materials on inadequately braced trusses. d 4. Provide copies of finis truss design to the building For 4 X 2 Oflenla}IOn,locate z -2 designer,erection supervisor,properly owner and plates 0-'a 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 ecch 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 I. Plate location details available In MiTek 20/20 NUMBERS/LETTERS, software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant.preservative treated,or green lumber. The firs}dimension i5 the plate 10.Camber is a non-s"ructural consideration and is the 4 X width measured perpendicular ESR-1311,ESR-13 2,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 bad 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 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 of 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 14.Bottom chords require lateral bracing at 10 ft.spacing, established by others. BEARING g y or less,if no ceilinc is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 76.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 i5 for crushing only. __® 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and picturesl before use.Reviewing pictures alone D55-89: Design Standard for Bracing. is not sufficient. i BCSI: Building Component Safety Information, /\'/® 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek ANSI/TPI 1 Quality Criteria. Installing &Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015