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Plans (211) 9-1/4' EN WEB JOISTS 19.2" s un x�o LENNAR 2448A LARWOOD 14199 IMM H tata28u Products LL LL LL LL LL LL ' MOOD Length Product Plies Net Qty BK1 20-00-00 2x10 DF No.2 1 1 BK1 10-00-00 2x10 DF No.2 1 1 BM2 9-00-00 BB01 1 1 BM3 6-00-00 BB01 1 4 BM7 5-00-00 BBO1 1 1 1 S ALL BEAM SIZES PER ARCHITECT/ENGINEER LL II LKI-!LOCKING Nl"RIM 6WRD 9 ®j ACCESSORIES QTY II 2X10 DF#28BTR FOR SHEAR BLOCKING 1 22' ®� SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN � I I I I I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 40 LL 15 DL ®II ® R DESIGNED TO MEET OR EXCEED 4480 DEFLECTION CRIfER REFER TO STRUCTURAL PLAN FOR ADDITIONAL d POST TRANSFER BLOCKING � AND SHEAR BLOCKING REQUIREMENTS II 1.00 4-0 Tor collo eEnwuc co LL Pacfi imb-- �-► $ TRUSS COMPv ,w m <> o C z� � � aTurt+os o.a rwa ulew 9-1/4"OPEN WEB JOISTS 19.2' LENNAR 6TM N0. 2448A LARWOOD PLi4-19B MAIN H TO-M=14 Products PlotlD Length Product Plies Net Qty CM BK1 20-00-00 2x10 DF No.2 1 1 I BK1 10-00-00 2x10 DF No.2 1 1 BM2 9-00-00 BB01 1 1 BM3 6-00-00 BB01 1 4 BM7 5-00-00 13801 1 1 ALL BEAM SRES PER ARCHITECT/ENGINEER a e��.einwxt; ',. LL MS�0.1M IOAR ACCESSORIES OTY 9 2X10 OF M2&BTR FOR SHEAR BLOCIONG 22' I I SHEAR BLOCICNG PLACEMENT PER STRUCTURAL PLAN I I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. II II m. Ilm B lI' l 40LL LL $ $ TILL FLOOR DESIGNED TO MEET OR EXCEED V480 DEFLECTION CRITERIA I j II REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BCKING AND SHEAR BLOCKING R�U REMENiS. d H 0 TOP CORD M RNO I 1 � I Paefi umber 2 R u 14 B 2 & TRUSS COMPANY m�wr uzO.c Tw .m i f MiTek` MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL14-199 MAIN H Fax 9161676-1909 LENNAR The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R43015554 thru R43015559 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSMI I section 6.3 These truss designs rely on lumber values established by others. D PROkFSS �NGINe /0y9 � 8 2PE r 7N�Aj.0 EGON ry^ t4N 9tti. FABER HEAP EXPIRES:0 613 0/2 01 5 October 13,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSIMI 1. MIS M!Teko MITek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-199_MAIN_H Fax 9161676-1909 LENNAR The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:843015554 thru 843015559 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. �TONIO J4, `OS Qo1:wwsr�'�i. d� ,�y o9fS��d�� S LCN. October 13,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. c ,IOC Truss Tmse Typo ON Py LEIg1sA R4 016554 PL141Pa-fAAN'1_H FOt Mor 10 1 PaJNC Wn�bxATnss Co- lxb Oxeepo,Oryon 7.530s"I 11 W14 MRN Nd"Aft kc.Man Pd 1313:14:112114 PWI IO:bBAN6WNcOckePZS xQW$z zl-_a0pV90gXPX"S9WPxSevo811A5BeWmM$FkyTmp 08B 1—I 2aa I 1-9a 1-aa 1 I,w�n 1ao.e 1510 II 1.SKi 13x4= 1 ft3 I 0x12= 31A FP= 134= 1.5x9 I Sx4 = 1 x, 2 3 4 5 9 7 5 6 10 II to 17 18 1s 13 12 11 1sx3 II are= Sze FP= 3e1 II am= s,a= 13x9 II 3J1= $411 17441 -Plate Mhde FX w r1•n-I-B EdM] r1RM11J1 EdNl r1MO-2-O Edool 11'IYL•112 GMeI rta412-12 Fdae-L[17'0-2-0Edael LOADING(pt(, SPACING- 24)-0 CSL DEFL In (loc) gdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.04 16-17 >999 480 WT20 2201195 TCOL 10.0 Lumbar increase 1.00 8C 0.23 VarKM) -0.081&/7 >999 360 OCU- 0.0 Rep Strew Ina YES WS 0.71 Horz(TL) -0.01 10 Na Na BCDL 5.0 Code IBC2012rrP12007 (Matrbr) Wbpht:730 FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF NO.ldB"laQ TOP CHORD Structural wood sheathing directly applied a 5-0-0 oc pudns, except BOT CHORD 2x4 DF NO.18BIr(IlM) and 9ertlnln. WEBS 2x4 OF SIud/5td(flal) BOT CHORD Rigid ceiklg directly applied a 6-00 W bracing. REACTIONS. (lb/size) 14-1141103-e (Mn.0-1-8),1-36MS-0 (mrd.0.1-8),10.3570" (min.0-1-8) Max Grev Mat 141(LC 1),1-395(LC 3),1D•396(L.0 4) FORCES. (m)-Max.CortlplMax.Ten.-M forma 260(Ib)or less except when shown. -9yto ro pr TOP CHORD 1-2:1083!0,2-3-106310,3.4-454384," -4531384,5.8e-455/384,6-7-455M. P' ��`�AW.y� 7-ee-455/384,8-9e-106210,9-10•-1062/0 u��ep4 W. o ry BOT CHORD 16-17-641067,15-16-126M,14-15-126M.13-14-126",12-13=62/1089 )• d WEBS 5-14-110710,i-17-011097,2-17-25W.3-16x-779/0.5.180/1400,10.12.0/1086, y _ 9-12a-25M.&13=78110,5-13•W7400 NOTES. 1)Unbalanced floor We loods have been considered for this design. A 4 639 Al; 2)This Was M International In accordance with Ne 2012 Inteetional Building Code section 2306.1 and referenced standard ANSVrPI 1, 'p0 $. $p Q! 3)Recommend 2x8 suapbsoM.on edge,spaced!at 10-0-0 wand fastened to each truss with 3-10d(0.131'X 3')nulla. Slrongbacks to A P171$TH1L be attached to wags at their outer ends or restrained by other means. �S'SION� 10 4)Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Ep PROFESS �NDINEF9 /02 87 2PE y N azV y mqT OREGO ryo �N 90 EMBER '(1 �O OS A. HEP�P EXPIRES:06/30/2015 October 13,2014 O WARNIN7•WJlydel(pd Ps7sxean andAFAD1.ORSON 7MSAh9 f1411mFD Nf1Ek REFENEIgZ PAGE NR-743 na 1/29/2011akWREUSE eoc0adpnvoNd b ins orly vilh I.V[N canmclaa.ihI dadpn b bowed odv Opon rorarelmaCovn,arltl h banFdvidualbdHNp conponml. AppNcoblBN o/tladpn paomelera and POpalncorpaoflmdcompmml brorpmfNalY e[hWMp cleYpnx-rot Irvx dedpnx.Nradrq nam hblatemlauppml al NdNkNol vabmemben ody.Addlbral lerrpaxy bacNM]b Nvse aldaeNtluhp cambcbonhaie renwmMNo[Me la.Addiflxvlpannnmi bo[Ngo[IheovemrJvctuebiharotparuballor WBGaRpdaadn.D$a pencd SlAulkeg Unnan iTek' foMicalbn wnNN conlmL ataOpe,deNay.xedbnmtl GacNp.cornua ANNI/RII WoINy IiMMa,DSe-N end eC5l suldlns LompemN cmasHftnn' clam Io toe MSee au11lnbilEPIWmO r4�1MIM,Nadi inrNw[xa Yw �3YiairolNl Of/a3/2a 013•hy AtSt1 _ CMw HSIPMe,CA 63310 JOE Teas Truss Type Ory IPIy L@ M5015955 PL11 19f-jMfLH F02 rba i I 0b Rerererxw( 1 MCMC WmEmd Tmu G., 1-0M0ue2q IXe9en y.41WKZS_12e14MRakhy2lvRYCMon Od1519Zz4p2914 M9e1 ID:�IQS_xOelSz9nJ-TKy2/YFiSNlribkbF4SOkUZz4pwCf4_C9nByTrcR - 061 1 2 aor= d 15Y4 II ' 1.2.11 STale t:67 E Iw II 6 4 r Ohl I 1.11-12 Oh Sit LOADING(pso SPACING- 2-0-0 CSL DEFL In (loc) 4de6 Ud PLATES GRIP TCLL 40.0 Poster,lnrnase 1.00 TC 0.16 Ver�t(�-}Ll) -0.01 6 >999 480 MT20 2204195 TCDL 10.0 Lumber Massae 1.00 BC 0.01 Vmt(TL) -0.01 5 >999 360 SCLL 0.0 Rep Stress Ina YES we 0.00 1/0.M) 0.01 4 Na Ne SCDL 6.0 Code ISC2012rrPI2007 (Mable) Might:S Ib FT=D%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1dBb(Bal) TOP CHORD S9uctual wood sheathing directly applied s 1-11-12 oc purlhs, BOT CHORD 2x4 DF N0.1bBu(tlal) except and veMhaa KESS 2x4 OF S1udSW(6at) BOT CHORD Rigid Milling deeds applied M 1040 oc brockV. REACTIONS. ([laze) 1-980466 (rnin.0-").4-10210-1-12 (min.41-0) FORCES. ([)-Max.C01rq.IMax.Ten.-AB forces 250(Ib)"less except when shown. iie xzoNro yA NOTES- Agp� 1)Provide t is deNcd d in a cord(by others)a Was In bestrl0 Plate ld n01 Cod 4. OS Of'w 2)This Was b designed stro h accortlwedge, ps 2012Internationalo na Building Code each truss 2308.1 alb (0.131-X saner,ANongbaTPI k 9)t,ecomctued 2x8 ss at Moir on edge,spaced at 1041-0 0c and fastened to each Was w9h 3-70d(0.131'%3')netts. Strapbecks[ yr be atlatlwa to Ovals at[eh Dolor moos Or rostrehed Ey O[er means. 4)CAUTION,D0 not sect buss backwards. LOAD CASE(S) Standard A•/1 49639 ASS�OIVAL�O ��PEp PROFESS ENGIN— /�y9 87 2PE US CV y �qT OREGO ryo �N 90 EMBER '%, �O EXPIRES:06/30/2015 October 13,2014 A MdG•YeNyder gr,premum sad REM WIESON WISAN01dRWr0 NTRK 6E VIVU Fair 1111-M)us 1/11/1914 JIUM6E Dusan 1eWw m*Win INrak cwneCfmL Nis ded0n ISw s,%-01�PCn OOOmelms 1h Ord If la pre E1huIOOl bYdhO<arponsnl. Anrxkatlrry of Moa,pumrbrt m 'Or—!, m %—of m,tyvnenl M,wyn'Uly of d dedenm-rot Wudeb,wb 0— MhreAmpl elpparl ofhddauplveb menbenar*.AddsOms IsnP MxEW le hSme SloEaly dally CO,O cVun a[e urpanlWly or Itu m.pmr.Addllmaaemalenler«haaaleowmerx0cn,ebm.n+wpmeWdllrE�sande>tsmr.ro0mrmmwwpa-.ramarro �T6�C• ble W[OnmuCny mwpl fOrn 7C Moe miens.MI W.Skwrwa 2.Alu Dopey Oimb,DSHtand SCSI adtlha Cempm«a )yTy Oreeroerdun•.sIM 109 6fW,ne:rFire eit"1�4�'�a�l.e Wr ohm:etlw wdk Y 0618V3OSa.WAl�SC11. __ GM HegHy CA 0.M10 —.. JaD Truss Trues Type ply Ply LFJe1M RxJ015358 PL141ee_NAr-JI Fos Flee s t P.<DoluroNaiw,Co., LYv O-e^,Or.9^n 73J10 RJe 11 M14 96lmet Ind ad,A Yr.Non Op If 13:14:13 W14 ftp 1 Io:hBAt46NMcOcIwKZ0_zpeiSi9i¢l-zWJRwr5530ne0JUV.M11890He3NMXN5DDezZKdyTnve r 2Da Sul.=1:30.0 1.5.3 II 1 Dz3 II axe= tA%3 II ax,= 5rm= M FP= W= 1.510 II 301= ��JtI 1 2 3 4 5 6 7 e 9 10 1 16 15 13 12 11 3xk= sn5= 3rD FP= 3n,= 3lD= 1D= 1Ji,L1 I 423 IMP 810 5 4 -Plate Mehl(X.YT- 15:00O.Edge1.116.01-8.Edeel.1/2:02-0.Edae1,rl3:0A-8.EdOeL 114:0.1.12.Edeal s I LOADING(paq SPACING- 24-0 CSI. DEFL b (be) Y4M Ud PLATES GRIP TCLL 40.0 plain kion-" 1.00 TC 0.34 VergLL) -0.0412-13 >999 480 MT20 2201195 TCDL 10.0 Lumber kw 1.00 BC 0.23 VWM) -0.06 12-13 .889 360 SCLL 0.0 Rep Strau Inor YES 019 0.69 Horz(TL) 0.01 14 rda rva SCOL 5.0 Code IBC2012rFP12007 (Mdrl@) VVW&72 111 FT-0%F.O%E LUMBER. BRACING- TOP CHORD 2x4 DF No.18BbtW TOP CHORD Structure]wood sheidhing directly applied or 6.0-0ec putlMe, except BOT CHORD 2x4 DF No.16Bb(f W) and Wrticals. WEBS 2x4 OF SkW Gd(er) BOT CHORD Rigid calling directly applied or 5-0-0 co bracing. REACTIONS. (lb/size) 17.348104-12 (Mn.01.8),14:1124103-8 (min.01.8),10=3821050 (mat.01.5) Max Grey 17-38KLC 3),14-1124(LC 1),tO-397(LC 4) FORCES. (b)-Mu.CompJMax-Ten.-A8 forces 250(b)w Ins except wfwn dmm- �gOTIIO p_ TOP CHORD 2J--10909,3J--10909.45-011208,58--464(312,5-7-4841312,7.8=354912, •`C BA--/06510.9-10--106" p5 �4.Vir BOT CHORD 16-17.0910,15.16-.986509,1415--3641509,13-14-117200.12-13-1511076 WEBS 514=416200,2-17-195910,418-M47,414-139810,1012.011100,9.12-25210, 0 O j &13=78510,5.13-W1384 NOTES. 1)Urbain d floor We beds have Man considered for this design. A 2)Provide mechanical connection(by others)of truss to hearing plate at pint(@)17. 75� ,p 49639� S 3)This truss Is designed b accardalxe with the 2012 International Building Code Section 2306.1 and relf raced Standard ANSVTPI 1. A �151'61L 4)Recommend 2xS strdngbacks,on edge,spaced at 10-0-0 oc and Intoned to each truss with 3.10d(0.131'X 3•)nails. Strongbacks to �SSIONAL � be attached to waits at Meir outer ends or restrained by other means. 5)Gap between Inkle clop chard leaving and he]diagonal or vertical web shall not exceed 0.5Min. e)CAUTION,Do not erect tree backwrds. LOAD CASE(S) Standard co PR.OFFss �NGINE:F9 icy 87022PE N y �`0 0 EGO 90 EMBER ��` �O OS A. HEP`NP EXPIRES:06/30/2015 October 13,2014 Q IYAaMA6•edf ydd2n yana.en adeE1050RGON MSA79IAOUDEO N1RX6EFE8RXF PAGE NIl-0173 cox 1/19/1011eSMFUJE ' Deden voed tea use WyvMD Nllekwm.ctw.iW desgnS Dowd cry upon paomeler„Mew,mdhirc^nlnOvldud buldY9 wmpanenl. �� ApplwbaN dtlwgn pw^m.lenerq poprincarporofcon of compmenibmpombetly of bAdlrq deY9rwr-nol4un dstlplar. Aevm b krbtarol<uppat of MDM^olv,ebm-rMwa only.Atldllarld lemawvybwbpbwwre,labny duk9 comkucibnhllw wrpomi dlho weclw.Aamrowlpwmonml brwln9^Ilb.owwn,kwhvebmereaporulblNyolthe 1^bk^Ib,.qu^51ywnlwL d^r^W,tl-yu-ry.p-ctbn wd0rocu9.wr-M ANSN1n b9uei0eangy Cdllada..OSFeor499 eand deoNnI6wDr,Component omponaN Bks C1.11nIgW.CWne6u11-1ea MSlavu,Mrn Pim lS%ilu�i,h-�ry,M<l Y1N.N,dulmn7Bw��r�,13wMi��11�<�v3il U!/Os/b10 f4YA21X14Cbru H.IpNs,CA es0f0 3 Jab Truss Tress Type Oy Py Lt3eNM Job Reference feefigball R43015551PL%lW-MIN H F04 Flaw ] 1 PaakctuumberdT.C9., Lkke0.1.0repon 7.530sJW112014Mneke4uWn*LW.MBn Od1313.i4;I42DI4 PWI - ID.WANSV.VMCGdceN _,XQ&SzBxzl-Pj3p8BT14KVVWu5M?LYRPIJMIOxONSlhSS3YTmA - 04LB .24-� r 2so I swe-1:as.4 9x1= 1.5x5 II 3x4= 1.5x3 I Sea= ata= 1.5x5 II 313 FP= 1J I 3x1= 1.64 I 1 ars= 2 3 4 5 a 7 a 9 10 11 12 20 19 18 17 16 15 14 13 1.SC1 II 3M= 30= YL FP= 3c5= ate= 9a5= 3u1= IQ: 10�12 20.10.12 9612 b 8 lode Plate Offire.•ry e Ca..-1 rano-141Edge) rnllaJl FNut Ho04119 Fdnd 116,0.1-19 FMwI 11810.40Fdeel L.OADING(psi) SPACING- 2-0-0 C81. DEFL In poe) Vdeil LM PLATES GRIP TCU. 40.0 Plates Increase 1.00 TO 0.47 Ved(LL) -0.08 14-15 -999 480 MT20 2201195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Ven(TL) -0.13 14-15 >986 380 BOLL 0.0 Rep Sue re Ina YES WH 0.73 Horz(I-) -0.01 13 We We BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:88 lb FT-0%F,0%E LUMBER- BRACING- TOP CHORD 20 OF N0.188u(1e1) TOP CHORD Structural wood sheathing directly appled or 6.0-0 oc punins, except BOT CHORD 2x4 OF No.183u(11et) and veltlals. WEBS 2x4 OF SWd1Std(flal)-Except' BOT CHORD Rigid ceiling directly applied a 6-0-0 oc bracing. 615:2x4 DF No.1Al7u(1lal) REACTIONS (Ib/size) 1=404/0.60 (mIn.614),16=1390/0.3.8 (min.61-8),13=458/0-1-12 (min.614) Max Grev 1.458(L.0 3),16-1390(LC 1),13-500(LC 4) goHIO y� FORCES. (Ib)-Max.CompJMax.Ten.-AI forces 250(Ib)or less except when shown. TOP CHORD 1-2=1290/0,2-3-129610,3-4--10831375,4-5=1083/375,54.0/1954,6-7-4481501. ins O4'wAl4, 74=847/501,69--847/501,9-10-VOW,1611=-1792/0 BOT CHORD 18-19-73/1493,17-18--93910.1617-939/0.1616=1904/0,14-15--9711548. y x 13-14=Of1282 F1 ' WEBS 616-77610.1-19b/1331,2-19=25310,3-10-60W,618=0/1432,616--127010, 11-13--132210,11-14=01558,9-14.01396,615-1087/0,615-0/2091 0n NOTES- 49639 'p�� 1)Unbalanced me hani five beds have been considered/to this beadesign. u�- 2)Provide mechanical connection(by others)a truss to bearing pate at IoInI(s)13. SSIOSJ(kL$�o 3)This truss Is designed In accordance with the 2012 International Building Code section 2308.1 and referenced Standard ANSVrPi 1. 4)Recommend 20 suongbachs,on edge,spaced at 10-60 oc and fastened to each truss with 310:1(0.131"X 3")nalis. Stlongbacks to be attached to wells at their outer ends or restrained by other means. 5)Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. r D PRO 6)CAUTION,Do nerect truss backwards. LOAD CASE(S) Standard �NGINEE9 /029 87022PE C y SAT.OREGO qo OCH �O FMgER 1� OS A. HER�P EXPIRES:06/30/2015 October 13,2014- WMN1A9-Yed/ldallgn ymameen aMBFADM10IESON i11i5AM0 i/AWEO NDFXAUFNFICFPACE N7I.7473na i/19/1011eDMFUH - APPAcu Try brumQn v MBakmmWcbnibX dmipnkbored any uponIwwrmlen rhwm.and XIdar-not Inns dee,-. lens. App9cablBly oldNanpaanslers mtl popx McwpanHon olromPanenlacclhg1 In of billy derlanootolhuxdeiprmr.Bmcirp vboem h la blaml wppod a Mhltlud wabnwrMenoMy.AtldaorM Ivnparmytxacbq to Ince rlabalydu4y covMcpon X Ihererpon16By 91lie recta.Ad30mM rxmorenlbr9ckefe .coverae 4Xuchxe ng. oonA bayalheb ad1pCfferler.iwaanerolpWtloncingCNI 10 MiGvwr bMmlon qua0ycanlmL dom9e. a Plate.INIfule.and backp,annMl AH51/rP119ueVA=14a oSk-09 and aCfl tax4lna Cempenml can Hetabkck&9WIDke 100 Soley lnlmmelion avalbble haniwxPhle kWlNle.]W..e uSifeel.nnea Sul! 06/bxond,b.VA 22711 Cawllelpkb,CA 00610 IISBuchern Plmlf%lumber brpedae4.ar-IUIpnWa knumu aesedke0a/01/I013 by AlSt _ JOt1 � TNSS TNSf Type D4' Ply LFIYNR M]015SY ' 0.141W F05 Fldv e 1 Job R II2rce lao4onall PWRlumbr4 Tnna Ca. WeDaweep,Orpen ].xQaiS l-t0 MRaklntlul M3Tc. W 4W1 B:1e:15 Pepet - b:bBANBWpcQckeKZS_zOeiSz9xzl-IMBLXULEe1M63TMenVJeleMTw80170PNRu090VyTmo, 048 9ub1:20.5 _ I.W II are= 1.5.a II 3rd= 1sO II 3rd= laxs II 1 set 2 3 4 5 e 7 8 13 12 11 10 9 1.5.3 II 91e= de= »s= mx= ae.e I 11. 12 orae 11-3J -Pita OlraWIXY1- 11:0-1-S.EdaLLH2:04-12.Edoel LOADING(pan SPACING- 1-7-3 CSI. DEFL. M (lec) Well Lld PLATES GRIP TCLL 40.0 Rain Increases 1.00 TC 0.15 Valt(LL) -0.10 11 x999 480 MT20 2201195 TCDL 10.0 Lumbar Increase 1.00 BC 0.38 Ver(TL) -0.18 1(W1 x854 350 BCLL 0.0 Rep Strom ma YES vie 0.70 HMM) -0.00 9 Na We BCDL 5-0 Code ISC20121TP12007 (haft) Weight 496 FT=0%F,0%E LUMBER- BRACING. TOP CHORD 294 DF No.16BV(W TOP CHORD Structural wood sheathing directly applied a 8.00 oe purlins, except BOT CHORD 2x4 DF N0.18Bh(Osg and vnkals. WEBS 2x4 OF Stud/Std(llaq BOT CHORD Right calling directly applied a 10-0-0 oc bracing. REACTIONS. (6/alae) 9-50210.142 (min.0.1-8),1:500/0.8-0 (mit.0-1-0) FORCES. (6)-Mn.Cmp./KWL Ten.-Ali forces 250(lb)or less except when shovel. TOP CHORD 1-2=132719,2-3-132710,3.4-22NN,45=22WN,6.8=-177210,6.7a-1777/0 �'fo 10 p� I BOT CHORD 11-12-1So4,10-11-2139,9.10-1053 WEBS 7-9--114010,7-10-776,510-aea.9.3.11-324,3-12--525A,1-12101387 os DF.w NOTES- G y�Q O� . 1)Provide mn ecthkconnectionconnection flet otters)of bbearing to bearingat p plate Panels)9. 2)This truss Is designed in accordance with the 2012 International Building Code section 23011.1 and referenced standard ANSVTPI 1. 3)Recanmend 2x8 stron9bectn,on edge,spaced at 10-0-0 oc and feathered to each hum with 3.10d(0.131"X 3')nails. Sbongbeas to be attached to walls at their outer ends a restrained by other men _s. .d 4)Gap between Inside of lop chard bearing and foal diagonal or vertical web shall not exceed 0.5001n. "Po ,p 49639 5)CAUTION,Do not Brett Was backwards. .<' X7157114 LOAD CASE(S) Standard Ass!ONALO 0 PRO FFss �NOINE q 102 t Q 87022P lir f y �qT OR GON rye /(710 90 EMBER OS A. HEP�P EXPIRES:00/90/2015 October 13,2014 Q WMMMi-Ver9/&lipu/anwen ssdRFAD/D/ESON 90SAr9IlrilAED NIIEARE7fI1r1�pMENrf-7473 ns ye//ml4rearEusL Detlpn wld Mae oNyveh Mrek cmnecim.11Jt detl9nh hood ora/upon Inxomelen diovn.mdhban NdMdud bueSvq canponenl. App&ObaNelded6n paNmelMaM gopevhra.Addtlof leg o,l5mmemEalloftabMpdwh,-r-mlMw Me car,barba Me h WlokmlNppodelod ori lMabV of the city. str t�o lMe ru, bra Iyof Me to WaningdFydehq mm4uellenhIb retpo.l Vay of the erector.,lddnbW.1,.tgotbracF9 tillneowice,WdlwhmemporWWlNS014b lists,delods,Irar9end101 smimCompo Im Inixkolbn qurarycmtrot darapa deMary.eroclbn and mwxl AN11/1r.VAC,Mda 05eJ1 end IC71 eultlinp Component )n)Dn.neeak une,eW.1ro W.o"hee,.o�l husbe,:°min:a use da1'.1:::l .e1:1°iu°a:l::a lei oi'tiA ul` cw.wrolu..cn s3alo JOU TNSS T..Type Gh' PII' LEWJIR �� R4sm63% PL14-199 F06 Fnxr 6 1 Jab Reler ren tool It PBd6c LumexSTneS Co., lase Oew6po,GB9M 7.6612 JW 113x4MnexeadeS.N9.Mon Od1310:14:19Mn4Pe9S1 ID:baAN6VAxlcOcOb kal _x0aial5x9xxii5BZZtU1UCAx9DkD2TCUlpravlNnNOsr7gv50DwyyTrvvD I - zo r 412 1 2-2n - Sceb 135.9 1.4x3 II 1.Sd I 3x1= 1.03 II 3x4= 1Jb3 II 1x10= 1e FP= 9W= 1J 3 II 3xr 1 2 3 4 5 e 7 8 9 10 11 12 i 19 1s 17 15 11 3x1= >a= U0 FP= W= Oar II ONO 11013 I 20112 wl1 10ao 117:0-1-lZEdwI LOADING(Par) SPACING. 2-0-0 CSI. DEFL in (bc) 9dell Lid PLATES GRIP TCLL 40.0 Plat"Increase 1.00 TC 0.30 Verti -0.0814-16 >999 480 MT20 2201195 TCDL 10.0Lumber Increase 1.00 SC 0.30 Velt(TL) -0.13 14-15 >981 380 BOLL 0.0 Rep Stress Ina YES WE 0.74 Hon(TL) 0.01 13 n/e Na BCDL 5.0 Cade IBC2012rrP12007 (Matrix) Vftht:88th FT-O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 OF No.18Btr(MQ TOP CHORD Structrel wood sheathing directly applied or 8-0-0 oc purine, except BOT CHORD 2x4 OF No.18Btr(fWQ end ver8mb. WEBS 2x4 OF StudlWIW)`Except- BOT CHORD Rigid calling directly applied or 6-00 oc bracing. 8-15:2x4 OF No.1e13tr(Ilal) REACTIONS. (INalze) 16-1382/0-3-0 (min.0-14),20=40701-0 (min.0.1-8),13=459AM-12 (min.0.1-0) Max Gm 151382(LC 1),20-460(LC 3),13-MO(LC 4) xgomo A , FORCES. (Ib)-Mac Comp.3-41 Tan.-AO toms,250(Ib)-6 Was 9x99,!when 3480, TOP CHORD 23=-154110,,9AO 5110,45=-135-133,5-6=1341833,67=-8431480,7A=-&2H80, GQS Qp4 w Q y, 5-9=842/480,1 010, 1=-179010 7• BOT CHORD 19-2"1142,18-19-33&1174.17-18-336/1174,16-17--190110,15-18.-18940, 1415=7111513,13-11971200 WEBS 6.16=13390,2-20•-119810,2-19:761418,4-19=7569,4-17=-128070,417=71454, 11-13-132110.11-14-05M,9-14-(M2,415-108=,6-150/2092 NOTES- �'Po ,p E.49639 1)Unbalanced noor iw loads Iuva been considered for this design. A Od�gF 2)Provide mocha ical connection(by others)of truss to bearing plate at joint(s)20.13. �SS�ONAL O 3)This was Is designed In axordance with Me 2012 International Building Cade section 2301.1 and referenced standard ANSVTPI 1. 4)Recommend 2x6 strrlgbeclre,on edge,spaced at 10-0-0 oc and ladened to a"truss v*h 3-1 Od(0.131'x 3")nails. Strorgbatla to be attached to ends at their War ends or restrained by other means. 5)CAvnON,Do not erect truss baclwrds. CPEO PR.Or LOAD CASE(S) Standard �� Np1Ne 87022P r y 0--0 OR GON 9EMBER AN �O OS A. HEP�P EXPIRES:06/30/2015 October 13,2014- WARMW 4,4104499 yeren6an saiRMADTF50111 WISAW INUMED NIURE7ERDUPAGER11-7473na 1/23/M1ooffwL[ - Ded9nmWW.mrd W11,Welk coniectan.INr tle00n 6b o*upon pommel.J,ala.and h bran lnOtiibM bpAbecanparnl. �� nppBcaEey alaeipn pvmrolm otl gopmYm,pwaMnor wnpw,wOt Yre,pa,,,Wryolb,&Ftp tlail9rcr-rel M ded9n✓.erx6q tivm, t ler Mord vgporl d 4xNdeol veD nen6)em miy.Ad®4ard brryaomixochq la Lwe dobryduhpcanbuctlon h IW nM+m1lENly d Xw .,.n9-.Addea,olaemmed n«+wdmeoerol,mKw.I.m.moonm9ndaalxMn9 aesbw.Fw genalaAdalc.�•vadro TAk' alar ran aeaar�eabd rlwe9e.d riots R«Iwn rma 5� eS X11 ulslmnownr w.nx.ose.n.nd 9cN 6wema ceaw.n.d n7r ar..ne.rxlma ae.lo6 ]airy Mame6en awsd4e tom rrva Plde MlBuh.Mi tt lee shed.stale 31p/011x13 by 2MI4. L9ne WqM..CA MIO MMurhem aha IMM lumber NlperneAMe seSlaexelwaen eaa e6edw 04/0]/3019 P7At9C _. t- 13-1/2"OPEN WEB JOIST 0 24"O.C. NAa (NOTE AREA IN GARAGE 1 S O.C.) 448-0 YgOD 014 1003to —( —q Products ® PlodD Length Product Plies Net Qty BM1 23.00-00 3 12"x 10 12"Glulam(1.BE 24F-V4 DFIDF) 1 1 ME 7-00.00 3 1/2"x 10 12"Glulam(1.8E 24F-V4 OFIDF) 1 1 BMS 4-00-00 5 112"x 10 12"Glulam(1.SE 24F-V4 DF/DF) 1 1 BM2 23-00-00 5 12"x 13 12"Glulam(1.8E 24F-V4 DFIDF) 1 1 RMI 20-00-00 2X14 DF 02&BTR 1 1 RMI 18-00-00 2X14 OF 02&BTR 1 2 LL o o o o LL o o BM3 14-00-00 2X14 DF#2&BTR 3 3 RM1 13400-00 2X14 DF#2&BTR 1 1 BK1 8-00-00 2X14 DF#2&BTR 1 1 BM4 8-00-00 2X14 OF#2&BTR 1 1 RM1 7-0D-DD 2X14 DF#2&BTR 1 1 RMI 8-00-00 2X14 DF#2&BTR 1 1 BM7 5-0D40 2X14 DF#2&BTR 1 1 I RMI 3-00-00 2X14 OF#2&BTR 1 1 1 p F05 ALL MUM=IM PER ARMMU/ENMMnR F05 F05 Y2 FDB 1.Mn 40 LL g F05 15 DL fro FOS [�I ACMSSORIB OTY �1 FOS ---p�m�m-• W5414 7 yl FCL 2x8 W a28BTR FOR RIBBON w @J FL 2x14 DF IZLBTR FDR SMEAR SLOCIEM i6 04 RBHt TO STRUCTYRAL PUN FOR ADDm01UL 04 POST TMNSFTSt BIOCKMG AND SHW BLOCIONG R BITS. FUF 1. S IMR BLOC M R 81ENT PER STRUCTURAL PUN pq MVAC DIAGRAM ON UYd M A GBIBUL GUIDE ONLY. F04 IFIXOR DESIGNM TO MBET OR EYCEED L/460 DEFLECTION OkSTERZN �-------]RIF_- ------_ -- JOIST WITH RIBBON I Paafi ember TRUSS Tj COMPANY 13-1/2"OPEN WEB JOIST 0 24"O.C. LENNAR (NOTE AREA IN GARAGE 016"O.C) z44BA IAR o LW99 UPPER M014 8 NR 1093-00 PfOdUCtb PIotID Length Product Pies Net Qty Ims BM1 23-00-00 3 1/2"x 10 12"Glulam 1.8E 24F-V4 DF/DF) 1 1 BM6 7-00-00 3 112"x 10 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM5 4-0400 5 12"x 10 12"Glulam(1.SE 24F-V4 DF/DF) 1 1 BN12 23-00-00 5 1/2"x 13 12"Glulam(1.SE 24F-V4 DF/DF) 1 1 RM1 20-00-00 2X14 DF 02&BTR 1 1 RMI 15-00'00 2X14 DF 02&BTR 1 2 BM3 1400-00 2X14 OF#2&BTR 3 3 RM1 13-00-00 2X14 OF#2&BTR 1 1 BK1 B-MOO 2X14 DF#2&BTR 1 1 � BM4 8.00-00 2X14 DF#2&BTR 1 1 RM1 7-00-00 2X14 OF#2&BTR 1 1 RM1 6-0400 2X14 OF#2&BTR 1 1 BM7 5-0400 2X14 DF#2&BTR 1 1 RMI -00-110 2X14 DF#2&BTR 1 1 FN ALL BEAM STIES PER ARCXITFR/EN61N!!R M i = FOT tl FOS ui•alDDanE FW i FOS Si FOS 15 DL ME FOS ACCESSORIES QTY UJS414 W 3x6 OF E31BTR FDR RIBBON 66' F 3x14 DF E3EBTR FOR SHEAR BLOCKING 26' REFER TO SIRUMRAL PUN FOR ADD7AL PoST TRANSFER BLOCKWG FN AND SMEAR BLCCRM USREMENTS. 04 SNFAR BLOIXING PUCETtEM PER STRULTVPAL PIAN m F0 044 MVAC DIAGRAM ON IAYOUT IS A GENERAL GUIDE ONLY. OA PLOOR DESMMD TO MEET OR a CM L/KO DOU-CnON CRffERN _ 04 ------ --------------- JOIST WITH RIBBON -] PaofiS OO MPA MY ember 89 TRUS a MiTek° MITek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916676-1900 Re: PL14-199_UPPER Fax 916/676-1909 LH The truss drawings)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R42842734 thru R42942740 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSMI 1 section 6.3 These truss designs rely on lumber values established by others. PROF�ss �NGINE�y.A 2PE < tP CV y �o OREGON 9Gti t18En 1" �`S A. HEPNP EXPIRES:06/30/2015 September 18,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSVITI 1. MiTek° MITek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL14-199_UPPER Fax 916/6761909 LH The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:842842734 thru 842842740 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSVIPI 1 section 6.3 These truss designs rely on lumber values established by others. �yTONIO S W .o ,o ,p P 49639 A e0IS18ltC� �SS7 �OS� September 18,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/PPI 1. I Job rues Type y tR R 2y2]Sr wl Mwuxf IRFER Pot FLOOR 9 1 m R 1120J4 faol Wu Palle 4aMeraTlw Co., IMe Owpe,Organ PAGhJW112U1xgt-Ir Y2pQmlRaOl2Tk pxoiiLM20"14P .1 - ID:JgF�plwplNOPAGtl3ebz26z®tqt-1GoV2pOmRMpe012TkWpaoiLhg2pBQagZ3e0yc111n r ate) I 1 1�11 ^, 1A1 U�je Saele-130.3 13x5 II 1.5x5 II ate= 15tG II 3x4= 1.A0 II W= I3 It W= 13 4= 1 2 3 4 5 6 7 a 9 16 IW T 1 1/ 13 12 1 1 3x5= Ufa 1.6x5 II 3d= Ste= _ uu 17 J 'Plata ONsata(�- 56.0-1-S.6da� 111:a1A.6eoe1 LOADING(Pat) SPACING- 2-0-0 CSI. DEFL In (bc) Well Lid PLATES GRIP TCLL 40,0 Plat"Increase 1.00 TC 038 Vwt(LL) -0.3112-13 >a56 480 NIM 220/195 TCOL 10.0 Lumber increases 1.00 BC 1.00 VerkTW -0.4813-14 >427 380 SCLL 0.0 Rap Stress bar VES WE 0.75 HWA(IL) 0.07 10 M We SCOL 6.0 Code IBC2012/rP120D7 (MWk) WOW 77 If FT a 0%F,0%E LUMBER- BRACING. TOP CHORD 2x4 OF 2400E 20E(BW) TOP CHORD Structural mood sllaathYq(fired y applied or 840.0 oc Purism, except BOT CHORD 2x4 OF No.18Btr(M) and vammis. MIS 2x4 OF SnW/SM(IIW BOT CHORD Rigid calling already applied or 1-4-12 oc bracing. REACTIONS. (b/ake) 10.9431044 (min.0-1-0),15.94910-48 (min.0.1-0) FORCES. Sb)-Max.ComplMax.Tan.-AA forms 250(b)or isss aapt wean shams. TOP CHORD 2a.-31750.3.4.-347340.4S•-4M810,6-0+-4028q,e-7y24M0.7-8.-32440 'to10 p_ BOT CHORD 14-15-0/1101,M14-W4084.12-13-(M49.11-12-0=46.10-11.0'2158 WESS 6-12.-211M.7-11-48710.2-15-225M.2-14-Vl469,3.14•-25110,4-14=-63W,5-13=37510 6-13-0(1049, 8.10.-22880.6-11-WI335 NOTES- 1)Unbalanced Noor Ave bade have been considered far BNs design. 2)This buss Is deagmed In accordance wNh a*2012 tra maAonal Building Code section 2306.1 and referenmd standard ANStrrPI 1. 3)Recommend 2x6 etrn9backs,on edge,spaced at 10-M ocnd laetened M each truss with 3-104(0.131'X 3')nags. Shongbadu to 10 be achad b walk at their outer ends or restrained by other means. �� ,Q 639 da 4)CAUTION,Do not erect trust backwards. LOAD CASES) Standard SSrpN��y6 ��PE9 PRDFF �NGINfFss9 ,. a 870 2PE r U1 y �qj OREGO ryo �N 90 FMeEa A ?� OS A. virtu EXPIRES:06/3012015 September 18,2014 D NAforr..rd,fx hMot,nsA/R fon. E90N k t,oux!onyuF0 N7IIXkBfAFIRFAGES Is 1.n res 1/If/1o14e ftconL Detlonrdd bx u1ear4I w0M1 Im axrvacbn.]18 detlonb boredoonSLoaesomelea of 1x4and birxao-nal ldogunomociry . b for 1.W,olderl.1PctAdvolnand PmPu Nc«porolbnofwnpmeetbregombtlry of dadtpdugrm-rwliw dlhor.,&achq drown b falaMd ruppcd olbtlMdwl web mertbml oNy.AddiHend letryaay dacha to Kure tlamytlurinecanrinclbn h IM1e reysntlbery of Ism rector.Ad4lknalpmmonenl bra lnpolM1e aveml rhvciwebthe relpantlbayol llw buWpdedatrer.WOer,erol puldanroreaudYq 0 labkalbn godly mMtol.Lamas,tlebery,ueclbn oM bmraq.cants AN3IAIIIQwey OaMo,DSIJ9 and IC5l seWka Cemponeel )]]]arMlpr[F ley Sde ire MNulMrn am ml5%awmYWieiN r/u]Y W,NeluNleplw�w Nys MrtMO{/a5/1017hy A1X14. Lour rtrlplrr.CA 9fie10 Job rvsa Icily 1ply LN PL14A99_UPPER FW FLOOR 7 f Jab 1 faxB II Padec WmMr6Tnas Cw, tau Owpa,Orem 7".M11 x0UMRNtNa,nMa,Irc.WN 1711xe2a 201a Pa9a1 10:JpFBEpA gIV ,%AC113Pb72Bz%M"'SWG9ROBOd2eBMaF209NUN5DRn7IpeUICBSOtro ' Zan F141Li I--1-Z-0�r 1A1 I Dille Scab 129.8 1sx] II 1.5,o II 3x3= 1.mo II sea= 1sb II ss;= 1.W II sen= lbx = 2 3 4 a a 7 e 9 '6 �p 15 Is 13 12 11 1w 172.4 Plate Offsets(XYl- (5 rds] LOADING(psf) SPACING- 247-0 CSI. DEFL In floc) VW LM PLATES GRIP TCLL 40.0 Pima Increase 1.00 TC 0.53 Vert(LL) -0.28 12-13 �6911 480 MT20 220/795 TCOL 10.0 Lumber InCrease 1.00 SC 0.97 Venin) -0.43 13-14 >444 330 BCLL 0.0 Rep Straw Incr YES VJB 0.73 HoM[TL) 0.07 10 We We BCDL 5.0 COM IBC2012/TPI2007 (Matrbr) Weight 76 lb FT-IMF,ME LUMBER- GRACING. TOP CHORD 20 DF 240OF 2.OE(MQ TOP CHORD SNUCWMl wood Sheathing dxecW applied or 8-0-0 oc purlins. except BOT CHORD 2x4 OF No.1894(Bat) and Vertices. WEBS 2)C4 OF SWdSW(fW) BOT CHORD Rgltl aMbtp directly applied or 2-2-0 oc bracing. REACTIONS. Wahs) 10-92910-SE (min.0-1-e),15-M&Wedwical FORCES. (6)-Mex.CWVJMex Ten.-N forces 250(Ito)or bas excw when ahown. TOP CHORD 2-3--340310,3-4-.310310,44-388110," -338110.3-7-317110.7-0 -317110 �ygONIo BOT CHORD W15-Or2089,13-14.03859,12-13. 3171,11-12-Wl71,10.11-Gf2119 GAS e�,,wA3ln. WEBS 8.12-40110,7-01•-489/0,2-15-222110,2-14KV7431,3-14•-25010,4-14=59710,5-13=389/0,&13.011014, S-10--225810,&11.OM291 Oj. 7rdydd NOTES- 1)Unbalanced floor We beds have aeon considered for this design. 2)Refer to girder(s)M Was to truss connections. 3)This Was Is designed In accordance with the 2012 International Building Code section 2308.1 and referenced d standard ANSVI-PI 1. .4 � zt; 4)ReconVnW 2x3 swongloachs,wafts.spaced at 10-0-0 oc end fastened to each truss with 3-10d(0.131'X 3 nags. SOongbecl s to �O _4 639 be attached foweft at 8mlr outer molds a r Mk*d 3-V COW mons. 5)CALMON,Do not Ston Was bandnvards. sslONALE�O LOAD CASE(S) Standard �QE9 PROFFS �NGINEF9 Sio2 e� :87 2PE N N y �Aj 0 EG yo 4uH �o FMB8R A. HEP�P EXPIRES:05/80/2015 September 18,2014 Q wAshnin-VWf&e5a pnaaaln..dRFM WFESON 7NISAND MIND MINK 8EffSFMFPM MI-7413.1113/1014 W01EI51 - DmbnWa7W neM* ,h Was Mp-Pd ,�mjc*1ih Srg one bA or an �buk*V a, IgYLMel ebr binml xiPperl or Y,Mtla1 web men9ar[wJY.A,Idf , aemaaW tScCkM bYwxa dubary dobe a- Ibn h M.M%p 9*411ydMe abhqucfflycon„ndaand d.F aM. o�atlm ranbb,.iv. pMmWbMAYNWMIQ saax)0dC&-4,4p,ap,.AFa-Namanada SCSI 5w,C." a 7771W,Sa a1W s:trml.n IwF�ssl w�ea.vab�P.rNea�th idp`xw�..liai�::e`.aiit:.Zapx/n mi riu�sc11 cw lWa.,usseta rasa - ma. ype ry Fir the a42e127x P1141M_11PPER OJ FlDOR ] 1 Jab RefxercaloNixWl �1 nds.tunexa Thw G.. LYe owrop,apm ID:JgFeEPJw91VJGpAG?0.07Mb;tl=lg;MxO�O�RRQCN F2&j7l3"O"14eP�sytltlJn God.-129.7 1.W II 1Yf II Orb= 1� II ss4= 1d,0 II sd= 1.sa I me= I.W= 11 2 3 4 6 e 7 e 9 llI 1a I4 1 14 13 12 11 >s= mm= sm= I.510 II ss= m= 17.14 nn.a I LOADING(pe0 SPACING- 2-0.0 CSL DEFL In (be) VdeB Ltd PLATES GRIP TCLL 40.0 Plebs Increase 1.00 TC 0.58 VWKLL) .0.2912-13 -711 480 MT20 220/195 TCDL 10.0 LuMber Increase 1.00 BC 0.97 VergTL) -0.45 1314 >450 360 SCLL 0.0 Rep Slsea lncr YES WB 0.72 fw z(TL) 0.07 10 We as SCDL 5.0 Code ISC2012/TPI2007 (Nott) V1YIghb 784 FT•O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF 2400E 2.015(flet) TOP CHORD Sulxeral wood sheathing dewily appled or 0-0-0oc purans, except BOT CHORD 20 OF No.I&S%laU and vwUcm s. WEBS 20 DF SUKVSld W BOT CHORD RlgId ceflilg directly appled or 2.2-0 co bracing. REACTIONS. pb/si2e) 10.924N-54 (m41.0-1-8),15.83010-4-0(min.0.1-e) FORCES. (4)-Max.CampJMa TM.-Alt250(4)W lane except when shown. TOP CHORD 23•-337&0,S4•M7BO.4Z5 383210,5Az38320,6-7.91460,7-0.-3146D 0 p` BOTCHORD 14-15.0@056,1314.Or1924,12-13-Ml46,i1-12-13148,10-11-12108 A�C,p, WEBS &12.30900,741.-1840,245-nM.244.61418,3.14.-250/0,414.-58510,513.397,0,6-13-/1007, 8-10.-22460.8.11.61276 NOTES. r, _ Oy' L•1 1)Unbalanced floor Iva Inds have been considered for this design. 2)This sues N designed In eaordanw w8h the 2012 International Building Code section 2308.1 and referenced standard ANSIMPl 1. 3)Remrnmend 2x8 stralgbecks,on edge,spaced at 10.0-0 oc and fastened to each Was w6h 3.10d(0.131•x 3")nails. Strangbarks to A ��trl 639 be wasched to was at 4el outer ends or(astrakned by oll er meant 'PQ 4)CAUTION,Do not erect buss backwards. Sg �,aO LOAD CASE(S) Standard CONAL. D PR.OFFS C�\5\. �NGINEF9 2 87022PE r CV y �qT OREGO 90 FMeER A. HP_ EXPIRES:06/30/2015 - September 18,2014 Q WMMW-V.Nyaa/.janui.x1.dJuM W1606IBISAW thaWED IN UK RilegAMMEM11.7473 1a,1/12/161/9BO9EtM Dadpn wad b aro oN/uMh MRN;canned.IM deu,,b borod ons upon pa 1.�ad b b on IndNduoi buldh9 carParont Apcl bft ddeon pa 1.ad paper lr paullw of�w.nl b.,a Mly d heading deapnx-rwt 1.ded9nx.Brad-,4xAw e b blend wppot oINAMNoI wwb n1.nlb.p sly.Addlbml I.mpaary dacli9lo Mare 11.baMdaM9 canhuurpn b aro roywn460N ollhe erocla.Ad9lbrtl pemiwwnl Mpchp.dN.ovwol rliucWeb Me n+ponaidrydlhe bulbAl9 dad9rer.fa oe,w,d 9udaiue reppdbp ITe ' bMcalbn gwayconlmlabap..d.hwy.x.cllon ad baclq.camdl ANJNPIi Ou.MyGale,OSa-e9 and eLYlewn,a CempaneN 1)n C>teen0.rklaM SNB.109 SaI.N Wam.ROn awlablu hanllar Plot.MMul..191MWJhsaI.5Wv312 Abvnnd'Io.VA 2231a CIbw 1YI9Nf,G,93a10 Mf.u1WmPIwllN lu,nbxby.rin.4.N.4.uip vNwt.n Nw..aprMOi/91/101i WAISt Job ruga Truss Type aty l, W 124281213] - PLA-088&PER F01 FLOfxi B i Jab Reference I Pxtlb lumbr8Tluff G- lxlu Owpo,Orem AGh3ebz2Sz9x -RgUWA hgToJH,Ixt2P3H.P t�aQDZ:1*2 6ce8e1 - ID:JgFBEpJw91WOpAGh3ea2829sgI4qqUNpTa)HBMU112P3HW.e002u2cF2TemadFLyctak '. a1-e - H" Scale 1:37.7 301= 4,= 04= M= 3x4= 3W= 3x4= 34 FP= 3W= eW= 4M= 1 2 3 4 6 8 7 B 9 10 1t 12 13 14 15 to 17 18 19 A 21 22 23 � 14 w 35 34 33 w 31 M 2a 28 27 A 25 24 w= 415= 4x1= 3W= 31d= 3fa FP= 316= 36= 3x5= 3x5= 4x5= 301= 901 w9= 3x5= M-2J YA9A -EM MYt- 13311- LOADING(PSI) SPACING. 1+0 S. DEFL In (loc) Ndsfl Lid PLATES GRIP Increase 40.0 plain Incre1.00 TC 0.58 Vn(LL) -0.42 2931 x824 480 MT20 220M95 TCDL 10.0 Lumbm lnaeea 1.00 SC M Vert(TL) -0.88 2931 0.399 360 BCLL 0.0 Rep Slrose Ina VES WO 0.58 Hax(TL) 0.09 24 Na We BCDL 5.0 Code IBC20127PI2007 (Mwa) Weight:It2lb FT.OW,ME LUMBER- BRACING. TOP CHORD 2x4 OF 2400F 2.OE(921) TOP CHORD Structural wood sheathing drewly,applied a 6-60 oc puna, except BOT CHORD 2x4 OF 2400F 2.OE(IM) and vnkals. WEBS 2x4 OF SiW M(tlat) BOT CHORD Rigid calling directly eppBed or 1040 oc bracing. OTHERS 2x4 OF SUWSM(IW) REACTIONS. (MISize) 36x60910.541 (min.6/-0),24.807)0-43 (min.0.1-8) FORCES. (b)-NNaz.Comp.IMM1.Tan.-AI toms 250(1))or less exup when shown. xTOTIIO p_ TOP CHORD 2-3=1574)0,3-4-157410,4-5-301310,53•-301310,6-7x-301300,7-8-W9210, •�N,OW, S 0.9-7892)0,9-10-430210,10-11x-43001,11-12�-4417M.12-113-4417,10, OOF W 13-14-419210,14-15-419210,15-16-364M,18-17x3841/0,17-18-3841/0, 18-19-275910,19.20•-275910,20.21-15480,21-22x-1548M y 0� BOT CHORD 3536-UM46,34-35.012230,3334.0/3013,32-33•)03489,31-32-W4141,3631=0/4399, 2930x0/4399,20.29x014344,27-28-0/3955,26.27-OW39,25.26-012192,24.25x01817 WEBS 534x-573/0,8-33-M28,2-30x-112910,2-35-11000,445-90100,434=0111150, 22-24--112210.22-25x&1004.20-25=-MM,20-26.94`77.16-lex-e5910,18-27xa552. .d 15.27=-432/0,15.20-r325,9-31-7251,932.07310,732•&588,733-1022(0 SOA .f 639ap NOTES. FSSIONAL> � I)Unbalanced floorFro beds have been considered for Stiff design. 2)AN pane are 1.5x3 MT20 unless otllarwise Indicated. 3)This Nus Is designed In accordance with the 2012 International Building Code section 230&1 and referenced standard ANSI7TPl 1. 4)Required 2x8 strongbacke,on edge,spaced 6110-0-0 oc and fastened to each Wes with 3-104(0.131"X 3")nW. Skongbacks b be Ep PROF attached to walls M Ser outer ends or rettrained by Other roseate. VSs 5)CAUTION,Do not meet Wes backwards. � �NGINEE9 ;0 LOAD CASES) Standard 87 2PE T ur y �Ar OREGO ry�Off~ A. He EXPIRES:06/30/2015 September 18,2014 Q WARMMI-Yam/hfiSn passes.saRM MITESON TMA731 NE2M90 H1115BRFFFA£ASF MME MI-74n as 11151MM 0IUMI E nedg,whd for urs ONy With Wee comscbn iib dem h bawd or4y upon poaWlen 4la..e.04 h ler an hW.thN 1,0. VanVonea. Apphcaaatyatleepn pew,plm 0.M pmPer s<-,00.0.0.x„a=orwnxnn ure,wndss of dnmc de+m(.-.1 w4`-dm track,e— h Wkly appal of M.M1alvebmenbe,e a*.Ardln IenporW bakM bHue skMN cusp cmfion h IM refpmYity or the .tor.Aaama,mpeawnml Erabw a se ovaabiruclue a awrespmeaMa 4`w b ldq dmfox*.raoene,a p4dalcelepa(Rq Monk' bbkatb.pray-anneal dompe.deR.ery.emceon and baie,cmM AN1NH10pIry oNafa.DSHRaM ICYI x.)04--6 comamaM 7777 O.swack"ne,8,Re1a IlLeifllemrFM Iumhar4-[12)04)060 Y Mw(w aNeaaan(w.wp 'MAl�hC14 CW 1MIpef.0 Mho Nii Nb Ype lH fll3Mtim PL14tes lRPER Fay FLOOR e 1 _ CO Re1NBMY P4ciklemhera Trves Co.. Lela Omfae,Orp^n H20Up C1 ID:JgFeEPJwp1WGpAGh3bA26zdqv113ATGUbJTWEznDiOnyOU2_VrGPS rrytlYJ Sulo-1:3].6 4x1- 9x4= bol= 4" 1 2 1 4 5 0 7 B 0 10 11 12 19 14 16 16 17 W 19 20 21 v 33 I9 9D w 14 33 92 31 W 20 a 2] X 25 24 Y6= 45= 4x4= 4x4= Sidi= W FP= 9x5= M= M= 3i6= 4x5= 1x4= 9rB w9= 9x3= 32.0.12 Y 19 LOADING(POO SPACING. 1-40 CSL DEFL. In (IDC) Wall Lid PLATES GRIP TCLL 40.0 Phil"Increase 1.00 TC 0.59 VwgU-) -0.41 2931 >835 480 MT20 220'195 TCDL 10.0 - Lumber Inelases 1.00 BC 0.66 Ven(TL) -0.85 29.31 >406 360 BCLL 0.0 Rep Stress Ina YES WB 0.58 Hon(TL) 0.08 24 rlla We BCDL 5.0 Cada f3C2012lrP12G17 Week) t1e9h1:111 6 FT 0%F,ME LUMBER- BRACING. TOP CHORD 2x4 OF 240OF 2.0E(SM) TOP CHORD Structural wood sheathing directly appfed or 6-0-0 oc pulns, except BOT CHORD 2x4 OF 240OF 2.0EMxQ and vernuk. WEBS 2x4 OF SUOM(Ilet) BOT CHORD RIpk1 ceding directly applied or 10-M w keel. OTHERS 2x4 OF Skx08td(Oat) REACTIONS. (Ibfake) 38-79610-5.8 (min.0-13),244W2a30 (min.ala) FORCES. (6)-Max ComplMex.Ten.-N faces 250(lb)or less except when alwwn. �'(ON70 p� TOP CHORD 2-3-156510,3.4-15&S9,45•-2987)0,S6k-2887)0,6-7-2987,0,7-6'•3625)0, 6-9-31e26M.9-10-4244)0,10.11-4244)0.11-12-436M.12-13-436M, ps p4.pf 13-14-415410.14-16--41w0,1416-361m,16-17.3612,0,17-laC+ Q O �y 18-19-273810.19.20-2739)0,20.21-1636)0.21-22-153M � �0 d1p BOT CHORD 3536-01841,34-35-0=15,33-34-0"7.32-33-QrSM,31-32-0040T7.30-31.014346, ' 4 2930.014346,28.29-W4300,27.28-0/3922,2&27-013214,25-26^Qr2176,24-25Q912 r' WEBS 53/-565)0,6-33-W724.2-36-1123M.2-35.0994.4-35.8940,4.34bii134, 22-24=-111510,22-25.0997,20-25-67910,201-MG 71,1&25-65310,18-27-0545, A 16-27-42m9.15-28-M19.9-31-0260.9-32-37710, 7-32-M22.7-33-108210 X63 NOTES- bks SS�ONAL�G 1)Unbalanced fba On s have been ooroldered for this design. 2)N pales aro 1.64 MT20 unless kmlv4se Indicated. 3)This tome Is designed In accordance with to 2012 International Building Code section 2306.1 and referenced standard ANSu TPI 1. 4)Required 2x6 strol9becks,w edge,spaced N IO GO wand fastened to each truss with 3.10d(0.131`%8)nab. Suongbacks b be ��PEp PRApFSS edatlned to waft at Snek 9ular ands or rest akled by other means. 5)CAUTION,Do not-len truss back*w&. ��5 �NC21NFF9 QO2 LOAD CASE(S) SWWwd �� 87 2PE r yfP A 9mgj.OREG o FMBER �° �O �S A. HEPaP EXPIRES:06/30/2015 September 18,2014 DBARN]NG•Wrgfee11pe7aramian WNE1069TRON TNISM9lonyupM nrwFEREN7MCENhWon0.J/Jmlbudfirgclff DadgnwktlbrinserdyvAlh Intek<onaabrh ded9 bated onlyathla bNt flavavathIaonlMvldualdvdkq.kodr,nL AMwcoNNof tlefgn pwameten ontl paper NcorpvaibnoloonponenihrekVio al Wadn9dcftlrp l M M4awr.4odn0f tat h lahiralwppat of Mltd�al weo nuumbarf arty.Adtllkaal lenporny baokig to Naxe flabBty tluNpcamlructlan h M nfp^ndWIN d the erecta.Addl6oralPennonenl ixachp or 0.,e evamlrMalarahlha rewoius+aN orIMDUW4,9 defklmr.fa9nrxrd 9ultlancara9vdN9 8 lokkalka. wo co^lat ftar^ge. i."Mulsn oral kockp. I.W1 2.AhrlQu VAM1^e Ofe-x acrd eCflaWleln9 ComPenetl Ckms Heeret.Clane.R, l0a N6etnher PP^ lesb )I'x'lvmb~f1,o«.R,en`1a 0 �naWiN urAeN W,<nNr1Ui/01/10>l Oy X14 CMu1W9Mf.CA e561a Job mire rues ype ty W 842912]39 PLU-19B IWPFff FM FLOOR 2 1 ab Ref (oAorlell Pida Wmba4Tnne CO, We(Mwnpo,OrgFrn 2.930eJu1112a14 Atirt YtludM;Inc wind 13:a32011Pe1 IDgFSEPJW91WGPAGhb -MbRSWVFRM$on 'NPoYn92zl'38GgK0y<hU 2.14t I fan I 1nn2 I grin - Sale=1:14.1 tsx3 II 3x4 = tsx3 II 1.stJ II 2 3 4W_ 5 R 9 9 ] � 8 5x3 II 14= 3x1= 2i-0 2-11-0 Seo ] ] 1 a] LOADING(psQ SPACING- 2-0-0 CSI. DEFL In (bc) Wel Lid PLATES GRIP TCLL 40.0 Pleles Increase 1.00 TC 0.23 Ven(LL) -0.04 6-7 >999 460 W20 220/195 TCDL 10.0 Lumber increase 1.00 BC 0.21 Velt(TL) -0.07 6-7 >999 360 SCLL 0.0 Rep Stress ince YES WB 0.20 Hors(TL) 0.01 6 Na Na SCDL 5.0 Code IBC20127PI2007 (Mata) MVIV:33t FT-D%F,0%E LUMBER. BRACING- TOP CHORD 2x4 DF No.18WflaQ TOP CHORD Structural wood sheathing directly applied or e-0-0 oc purlins, except BOT CHORD 2x4 OF No.1eBU(Ila) and vemcals. WEBS 2x4 OF SWdBtd(f at) BOT CHORD Rigid calling directly applied Or 10-0-0 oc bracing. REACTIONS. (lb/stre) 9.400/0-2-12 (min.0-1-e),6=400142-0 (MAn.(1-1-e) FORCES. (lb)-Max.CanpJMax.Tam-AD forces 250(Ib)or less except when shown. TOP CHORD 2-3=6901.3 4-690111 _�yjONIO p� BOTCHORD S-9�0,7-8=MW,6-7Wf708 P' :N N.pW, WEBS 2-9-757/0.4-6-76010 GG`e�OF.w'�tyyQ .� NOTES- y� — `10x d�_ 1)Unbalanced floor live bads have been considered for IN,design. 2)Provide mechanical comeclion(by others)of truss to bearing plate at jo(ngs)9,6. 3)This turas Is designed bt accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIfrPI 1. 4)Recommend 2x6 strongbacl s,wedge,spaced at 10-0-0 oc and fastened to each truss,with 3-104(0.131"X 3')naps. Strongberks to At be attached to walk at their outer ends or restrained by other means. 't1 639 *VV LOAD CASE(S) Standard sslONALL`�O ED PR,OFFSS �N(1 NEF9 v. 87022PE r CV y �qT OREGO ryG OWN FMBER NN EXPIRES:06/80/2015 September 18,2014 - Q WARMAO-V.&ydsayn M..&a andREADWIU0N nMAWlAaLVED NREXREEERUXFPAOEHIhH7J rte 1/11/201419MElbf Debrav fix.."h Mal,canrcclav ihb deagnb based oro/Won pwpnwlanrinvm,ontlbfwenbdlJdwl 1,uld9y Onmponenf. Appfl—M f defon Pammelen sed prapwlneap ff—armmponenlh refponbah olb,a tlerbr s-not Mrs Eeapw.MoUwaf h b hlealsuppad of MtlMtluol web menCen=ft.AdN9oml lampway hivcwB to Insure pabllrytluln0 conSauceonb aw respons®Wty o/Ihe r«ta.Admknapwnwnent leo<na care wrpreMralurebMerew+abeMa Me buadlne ee4pner.r«aww�Mdnnwreamarw Tek- bWIcOIMn.quoNycoM 4aa9e.deWM,,was pod bracag.mmull ANSOMI QWft Olsdo.a5/d9 ala RC$I luadlna COmPOnent nn sureness lxn;sue.log SoW115cuShmm NM ISPI CWa fi hr fflW,N&datlan nlwli tion fctlw 04/8/120 fbVAlL5CIA Mdger,CAaa810 i A NSS TNSSype N ul RI]&Z W R141W IiFER FOT Flaal 1 1 R•tH9rIM(NOpIG) P•p p.src Wide/iivx ce., WD+w•W,d•9m 10:JgFOEpJwglVJGPAGh3aebz26z9h91NDbRG vFuRs6oWNKYWbZ9YIWP3etiglrlDychLi scee•1.19.7 1.6x5 II 9N= 1.5.3 2 9 4 5 e R 0 9 e low II 1Si1 II .= 301= sal= 21-0 F2-11-0 1389 I 7A" LOADING(psi) SPACING. 24)-0 CSI. DEFL In (be) Vdee Lid PLATES GRIP TCLL 40.0 Pages hfasae 1.00 TC 0.49 VWt(LL) -0.15 BA -917 480 MT20 2201195 TCDL 10.0 Lumber h cris a 1.00 BC 0.64 Ved(TL) -0.22 8-9 >619 380 BCLL 0.0 Rep Stress Ina VES W9 0.36 Hcrz(TL) 0.02 7 Na Ne SCDL 5.0 Code IBC20121TPI2007 (Metrix Weight:50b FT=0%F,O%E LIIIeSER- BRACING- TOP CHORD 2)c4 DF No.16BUUK TOP CHORD Strurbaat woad dwAhhV directly eppNed or 64t-0 as pupa, except BOT CHORD 2x4 OF No.1886(Ilet) end ver"ab. WERE 2x4 OF SbdlSm(81l) BOT CHORD Rigid calling directly applied or 10."on bracing. REACTIONS. (Ib/Nw) IIM1SM-2.12 (mid.0.1-8),7-81wo." (frin.0-1-8) FORCES. (b)-Max.CDmpJMax.Ten.-N fads 250(D)or has except whoa shown. TOP CHORD 2-3--132510,34-1827)0.4-5-182710 ''To 10 p_ BOTCHORD 1(-11-91325,9-10-d1325,8-9-Wi325,72-d1287 WEBS 2-11-1464)0,5-7-13540,54-01808,4-8 -324,0.39-816 Ops QOF W.T1�t7^O NOTES. 1)Unbalanced boa We bods have been considered for this design. N 2)Provide mechanical connection(by others)of truss to bearing pass at joint(s)11. 3)This buss N designed In socordence will the 2012 mlemellonal BuNONg Code secbn 2306.1 and referenced standard ANSVTPI 1. 4)Recalrnend 2118 strongbaces,wedge,spaced at 100-0 word hsiead to each truss wen 3.10d(0.131'X31 nags. Strungbeccs b 4 39 be adached to wags at lhdr outer ands a restrained by other means. 0. .P�! _c0 LOAD CASE(S) Standard �ss10NTA8L�'p ��PEO PR,OFe. ��5 �NC91 N fF9 /may 870 2PE N y �Aj OREGO ry�OWN 90 FM- Pt "N OS A. tiS EXPIRES:08/30/2015 September 18,2014 Q 1144MAD-Verify pn p.m MSAIm INGI9ED NI&AREFEBENIPAOFMB-1473 non 1/tf/tOIIBBONIBL Dodgn. b oilyveh Weh camac 7hh design h baled OnN anon Pala mJvn-xl aM h M an Y,tneldrol bWdhq cmvd . Apps. Mali of de49n paamelers aM Poperbmpwolbn of mm .thm Iclly0"Mog d.Ao.-nothw dadgr..emchoorecYravn hMtat. Rgpad olhxlMdadweb naneenonNAdd10oM laryaary bncA,pbhnu,e Jabphduhq awnlrvclbnhIM rerPar•dhofIM kWcalcanp iron l>IoaapedeezrY.eraclbnlaM Noclrq.crwwAl �AN11W11179voMY r%fd•Jo.Dfaa9la dICS1 auMh,p Componmle mTsw•101 asOlOi.:rn rn�aru�',.Isrlfrrhamwrlwf.Mt. .a aMP,`.:i:«.t..`Iee�i::ri.WI.,,31 ZapU�ta�.WAu 14. canon wfp+..an 9rolo Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 I dimensions shown in ft-Irt-Weenths Falure to Follow Could Cause Property 3/" Center plate is joint unless x,y fl�l ID rtY (Drawings not to xdel offsets are Indicated. Damage or Personal Injury Dimensions are in ft-irrsixteenths. Apply plates to both sides of truss 1 2 3 t. Additional stability for tom system,e.g. and fully embed teeth. TOP CHORDS dlogonal orx-bracing,alw always requited. See BCSL O 1/1`, csa cr+ 2. Tons bracing must be designed by on engineer.For WEBS vide truss spacing,indlvidual lateral braces themselves 0 4, 4 rtwy requhe broting•w alternative Tor 1 T a q t x 0a bracing should be corddered. u ; O 3. Never exceed the design loading shown anal never Q- a'A U stack motedols on inadequately braced tomes. 0 4. Provide copes of this truss design to Me building For 4 x 2 orientation,locate BOTTOM CHORDS d o her.enectiort rapeprviisor,property owner anal plates 0.nJ from outside Pa edge of truss. 8 7 6 5 5. Cut members to bear ti ht g ly egoist each other. 6. Place plates on each face of in=at each This symbol indicates the JOINTS ARE GENERALLY NUMRERED/LUMED CLOCKWISEbinlandembedfulN Knots and wane atJWM required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO Cations are mgulafed by ANSVIPI 1. Connector plates. THE LEFT' CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 7' Design oaurtses lrsssses sva be suitably protected from the anvromseM in occrord with ANS/rP1 1. Plate location delalls available In NI Tek 20/20 NUMBERS/LETTERS. software or upon request. & lhsba otherwise noted.moefure content of lumber shal not exceed 19%d time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. unless es�rossN noted,this design Is not op plcoble far ICC-ES Reports: use wBh re retardant,preserva ve treated or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-131 respomlbilRyoftnm/abricator.Generalpracticeisto 4 x 4 to slots.Second dimension is ER-M7,ESR-2362 ESR-1397,ESR-3282 camber for dead bad deflection. the length perollel to slots. 11,%ate type,she,orientation and location dimensions LATERAL BRACING LOCATION Ind ed me minimum plating requirements. 12.Lumber used shall be of the species and she.and Soothes Pine lumber designations are az follows; 12. at respects•equal to or better than that 7 Indicated by symbol shown and/or SYP represents values as published specified. b text in the bract section of the by A WC M the 2005/2012 Nos Y SP by ALSO approved/new values 13.Top chords must be sheathed or purls provided at Output. Use T or I bracing with effective date of June 1,2013 spacing Indicated on design. N indicated. 14.Bottom chords require loteral bracing at 10 ft.spacing, BEARING a less,If no celflng is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not M or atter toes member or plate without prior (supports)occur. Icons vary but 02012 MiTel.®All Rights Reserved qDprovai of an engineer. reaction section indicatesjoint number where bearings occur. 17.hstal and lewd vertically unless Indicated otherwise. Min sae shown is for cashing only. e 1 B.Use ro green 1heeled timber may pose unacceptable environmental.health or performance risb.Consult with Industry Standards: project engineer before use. ANSI/TPll: Notional Design Specification for Metal 19.Review all portions;of this design front,back words Plate Connected Wood Truss Construction. and pictures)before use.Revie�ng pictures alone DSB-89: Design Standard for Bracing. Is not sufficient BCSI: Building Component Safety Information, M ITe�e 20'Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/IPI 1 OuaBy Crieria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MIF7473 rev.01/29/2013 Y