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Plans (48)
_ -...... 1.5-5 7 5/A) Se714''4147 orcIr-E "PY OCT I 3 ?WS in,11: 7'r, 13-10-00 f SPAN ir O.R. HORTON .........;& , 11 R/S „ 1k; 2r ca 2 -• X i 110%0 ill 18: ca 7C-- --4I-- -- -- G-I-E2i qi: - 'It' cD PLAN 3710 i - - GARAGE -/ i co _10 1 11% r -. 8' Cs. SPAN ces 1 ' — - - 11-- 1 -- 21 = I q _31 ...... 1 6 4' I L I .... 2 7/12 PITCH 4 251 LOAD 1-0 0.H. 65 6 DFAG TRUSS 30001 7 DRAG TRUSS 8 49 9 ARIEL TRUSS 10 574-7333 C - a, a) to. a, 14 ? DRAWN BY: -A- 1- F r 1 -- -13; !! CHUCK HOLT a) 1 PI 1 3 1 SD •r % 1 D) --,, 4-0 L.G.T.S.B. I# 1 1 Oil. VENTS 46_ -, pt (I tial2C 51 - 1 CI ; 1 c' 6 1 Fii BLOCKS 46__ @4.41„526 t, dDJACKS H-CLIPS 90_ 0 a 0 1 fr4-07-00 ,., HANGERS ... ..,_. ----- (eptolstei .). to if .1, 11-01-08 SPAN rt SPAN n 0 0 c c C 01 n t- f 13-10-00 D.R. NORTON SPAN PLAN 3710 "8" G/E c, : 1 1 °%, R/S GARAGE RIGHT o Y` 1Adi rka�Wc , h v o to Ink AvdR181 ' , 2 B' 10',,, SPAN et C i F —11 ® 12 a 13 ea 1 1 14 L J5 _ 7/12 PITCH 2 251 LOAD 4 1-0 Q.H. C3 CS 6 DRAG TRUSS 7 30001 DRAG TRUSS C3 " ARIEL TRUSS 10 574-7333 10' °Ili B ( --i DRAWN BY: CHUCK HOLT 44 c) Pr � ; 1 ,�I '),I� t 4-0 L.G.T.S.B. 1'0JACKS ' _.lEr VENTS 46� y o BLOCKS 46_ �" H-CLIPS 90_ 4-07-00 SPAN y 11-01-08 HANGERS CT SPAN n VO 9 - C to H I, n a MiTeke MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: DR NORTON PLAN 3710-B The truss drawing(s)referenced below have been prepared by MiTek USA, Inc.under my direct supervision based on the parameters provided by Ariel Truss Co.. Pages or sheets covered by this seal: K1276758 thru K1276776 My license renewal date for the state of Oregon is December 31,2016. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. \QED PR OFFS,_ \� NGINEF9 /029 89782PE $9,L OREGON 0'.� 174/4RY i 5 Q,Q` .16 June 25,2015 Rivera,Mark 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. This de.;iqn prat-.zed fr^m .7.Dutec intut c GREG ARIEL 10113- 1.UMf . IL.IFI..:-.TIONS 1511,70!PIN 13'- 10.0" _ TC: ' DF a16l:TR 1 2012 MX 0) CER 2-5CES 40^/20F/C-+1.00 1C;-.D DURT2C(1 IN F .-^p'. 1.15 _ 1-2=( 0) r7 2-5=(u; !70 DF-'1.:::1p `PACED 24.0" O.C. - '-IL) 326 :000: _,.9 OF T''-.ND 2-_=(-'-1) 0 5-4=(0) 170 L^:.DINv 3-.a=(-C-1) 0 TC LATEC'_.SUPP^RT 12^CC. UCN. 001 21.0)+DL( 7.07 00 TOP CH')^,D= 32.0 Per C': L.TER1.1 -UPPI11' = 1:"CC. VON. DL .`i EC ITC. 211A00= 10.0 CCF CITING M',.:;'''EFT 11A:':0002 BRu R-. IN.EO BRG ARE?.. TOTAL LORD= 92.0 P3F LOC-TIONS 0E10110NI REACTICH :'220 .`.IN. (S:7 202, 655: ,,E A.',ITC:: 12.0" 0.0^ - O'- 0.0^ -.i7/ 71''"- -63/ E'H . 5.'0" 1.1: OF ( 645: :;nc:: AC 7-10, 2` PSF:runt Snow(2B) 1,'- 10.0" ' 5n_:' 0/ DH ..50" 0.01 DF 16._11. C.=1, 0,1, Ct=1.1, I=1 L111ITEC .10(1.0,0 0'70 NOT IPPLY DUE TO THE .PSTILL SE;`UIREME?ITS OF ID.. ^.012 ?:ND IRC 201- NOT 1E10;11E1. 'UTICA!. DEFLE'PION LIMITS: 00=L/i40, TL=L/1 w NI" LL DEM, - -0.002" R -1'- 0.0" it 11-,<d 0.100" [(ETC': CHORD CH1^.XED :Y 10011 LI"E LCID. TOP C'?.::TL CREEP 021.1, = -0.U.3^ n -1'- U.n" Allcwx.: - 0.1_2" AND COTTON CI,..?D LI'O L0/MS ACT NON-CONCUDEENTLY. MX.TL L'RCEP DEFL 0.0.°7" 8 b'- 11.0^ .il. ;e: = O.s7:" MAX TC P.(IEL LL LEFL = -0.055^ 6 lu'- ?•2^ All,. 0.4C"•" MAX HORIZ. LL D FL= 0.00!" Q 1.'- 7.0" 1110 RORIZ. TL LEFL = 0.0u8" _ 11'- 7.5" Fin:: 120 mph, h-13.2ft, TCIL=1.2,D2CL=0.0, = This d."inn i.renared Er 'n c "1)Ito,. it mut :, GTE-,:.5IEL Ti.UC.E 1011230 .I...CIFI,r.:TI^'IS T1'7":;. 012'.1 .1'- 10.0" ICC 2012 +i..1 MEMBER FJ.^.CES 4WR/GCF/Cq-1.00 iC: DF rl&:.TI I:LT I011'.7I00 INCFE:SE - 1.1r.. (N-n-I%r) 1- 2-( 0) 56 2- 0-(-131) 21;2 -3.) 100 2::4 1,1 21.43T1 012200 24.0" L.C. 2- 3c(-3036) L22 ""-10=1 -^1 211' - I-( c) 204 VERS: 2..4 DI ST$II; - 4-1-2.222) 213 10- `=(-22_) 35-0 4-10-(-1:.1) 1,.122 DI SS A LC',DING 4- 5=(-3`.26) 31.. 10- 5=( -42) 1170 LL( ..5.71+DL( 7.0) 141 T:111 CHC°A- 32.0 531 5- 6=1-1758) .47_ 10- C-( -.4) 252 TC 103202,1 :.IPPORT - 12'•" u(N. DL '1N 5:7TT"M CE::RI`= 10.0 921 -7-1-4:;7:) 77< BC 1:11E251. 2000("T - 12" 0.N. T^TAL LG'.D= 42.1 PSI 7- -( 0) 54 =<x_=r-----."._ = .. -.. . -= LL 1 F Or:and 'n..t (n4•. 8_T::: IRICISIG G T 2'" ' UCH. Fon _.ODL: IC UNIF 11+51= 1.0.0 ILF 13'- 10.:." TO 21'- 10.0" 2E'--.4ING MMX-E11T IIA:.H^^Z B1cG (200012 ED 10, ,1r EA ALL 7L:-..2 721 CHC10 2,1E'.- NOT SHEATHED LC TAT/Mil FE..7TICN::. REACTIONS 'IZE _.IN. f'PECTEr, _ ®_________________=m-....._____-- ,,,DDL, TC C1N^_LL) 1-5.4)+51( 241.,11- r?7.0 LB; i1 13'- 10.0" 0,- 0.0" -1:".' 10:57 -76. 7')4 5._0" ,..14 -JF ( `.25, 1.DDL: _':C^NC LL( 1130.5+01) 718.51= 17..5.0 LE, @ 1"'- lu.T" 21'- 10.0" -231, 2'.312 0, 0H 5.5r" 9.53 DI ( :75) ( " ::HANG': 12.0" 12.7" LI:1ITED 27v25:.3,1 D-EC N"T:-.19LY DUE TO THE=PATIAL RE.:OI1:EIIENT2 07 2E: .',12 AND I711 2012 NGT EEING r1ET. _, - 'ERTICZ_L DEFLECTI',N LIt1IT2: LL-L.24+, TL-L/1,0 -c mplett. txu i+quiied. K1:1.tl CHC40'7HOC:2.El 120 10CSF LI'"F 1,0'1E. TOP 11-.X LL DEFL= 0.001" r -1'- 0.0 5110+.E! - '.100" J-iT toe 0th.r '_ Ty +ith ..:.121 DI..GUN :11D _OTT..1 Cl:"RD LI':E 1.,.0 '-CT 11(6 _•(iUPFENTLY. IlAX :L CREEP DEFL. -0.001" 0 -1'- 0.0 '4119."0' - u.1:3" nail, c•t ,.rei at: er in 1 ._) the..ughru 2 t..� h +25, HCH LL DEFL -0.f 7" P 13'- 10.0" 1L-•^d - 1.7'." 1+l`i HAX TL CREEP DEFL=-0.172^ n 1''- 10.3 All at.1 - 1.304" in .:; th 17h at 2 4 -.tt 4m cn.:r **HANGER BY OTHERS TO APPLY 111✓ LI DEFL=-0.011" @ 22.- 10.0 'a1,--1 - 0.100" JVV R .6 in (s) t1r 1,:1out , in - _ (-.) Thi u;r,,ut 2.8 405 . oCONC.LOAD(S)EQUALLY TO ALL MEMBERS. tyX TL CREEP DCFL = -0.001" i .2.- 10.0 All. - 0.133" MAC H.,IIZ. LL DEFL - 0.0.2" @ 21'- 4.'" MAR HC1I2. TL DEFL - 0.03E" @ .1'- 4.1" vine: 120 mill, h-1-.5ft, TCDL-4.2,ECLL=6.0,- 32.c2E 7-10, -0^ 5-10 8-OD 1.411 H^ight_), En01_,,', Cat.2, 0.:.;.., ilWF1.'(Dir), T lead :urati..n far{.r=1.6, 4-02-15 -09-01 5-10 4-I:u-OS _.-11-11 inur cplin'" CS wire Lae_ in the plan- 'i the tiu-r nl,. '( T I 45"7i '' "( 12 12 '.00[7' 11--x.: 11-4x1 41.0^ 4 - 41 21-1.5::: M-1.5x4 p C r" t 1 - "M m:i e"e -lo - c 13-3x4 it-2.5x4 Ii-ss:,",I0) r. /1-5x12 II-3x$ to 7-05-49. -05-04 "-11-n4 E0 PROF s ; ; 11-11 j 0-11 } ; c��\ �NGINEF9 s/c2 1-00 21-10 1-r0 :9782PE 9r ,..NiME: D. HC:"T:'N ".LA:I 3710-B -C: :.:al 7.2C:.. ,or MR WARNINGS: GENERAL NOTES, unles.Th.ether..not. Yj •~- Truss• Cl 1.Budder and tl.Weno,*.M.,Mold M.M.ed or oh G.eiN Not. I,Dm d.ql r Meed HsH upon m.pr.merm Moho.n4 r torn 560,51 1 "9 OREGON �`. Not WrneE"Mble mn.Ntllenmmnenoor rdEeq oompoo nt.App..Nry of.eignwramelers.M Props 'y 'ti 0 �' 2,24400mV.sruaebbooinmotMr.rkdMer.shown.. 6.,q.,eMnefmm)nrMntrNrr..i^rbuR/NIMbrMlr'prr.16'er. �qRv 15 153'.4',7 G�- ' J.AEaWn.l ter/few,bretln8 b eau.Mately*Am mnRneMn 2.Design ammo 0. tops.Bern.MMabbrYrrir baeaEM V ter m.potRbeeY of the eraw.A4Tti rr.I pnmrunl b5656 2..e.M r 1O ea..44.11.14N,SCYu Ono.throughout MO14.4lh b) �V CATE: (!.2.0.2017 a.e,.r..stre5,.r era.pwul6501the bobby datin . a 2e lmMa g ornate.air: rewind walpBa. °AUL F�` Na ry of the'"MN M.N..M",r.. SEQ.: K1276761 '44,'"�d'Rab.+ete.arr'tIm. ^tr659 5Eb.ane.M 4.rwgnmom.16astlan of Iron615 5on.bwd6 noo-e.ev.onbam ruAmNremmpw and M s tris Mr.uld.ny Istlsere.l.r ern 5-deign aernnes trua..+aY to M UNE b a norvmrmvN en ammo. TRANS ID: LINK drwbaa.be.ppl'a^b4nycr.prrM Old e`ebr'm'm"rlbreohne . 5.Convents..nocontrrw,.nd ms.rtiONryMLyforMa e,OMeYynawm..nnbwagatawppat.eMnnElYmaweE.R EXPIRES: 12/31/2016 NG...,(lantana Mupmem.na.aWas1 ofeempenenr. mono/ x.dear Inned sibjhIntitaens '.°e`.1.N.b Neel.crothMon °""r° June 25,2015 <.1pvwrArn CSI.cop.o.rtbexllbeWONtbTa e.PrrstMMbsrE mbmrleeesruup ed pleNEo111"u Nr.er T%rMCAm Besloo.r.r W1'en weM Mmrlrad upon request IN.oelndsweepM owl. EPata hdcatestreoipale auneb99 e Tek USA,M.ACMprTnn Software)bI7L)E IO For bask conned.prr 4411.1 values .es re EBR-tEIt,EER-1I1Ee iriT.e) This d-si-tn pr-.,arc. fr=n c>1.37at^r inl It t,_ +REG.1IEL 2080" 005:53.8 33ECIFIC TIONS 1,023 "FIN 21'- 10.0" If .:012 {td;X t(Efi1 ER t3^0E8 4NR,.;LF/Gl=1.0 T..: 4 111 727 I5 LOAD LJRA11 Ick RE?'E- 1.1 DF '.1tLTR .F'.CED 2t O.C. 1- 3-( 0) 57 2- =(0) 10'T 2- :=;-11') 1!0" EI -] D:21.3110 -- 3-(-1.73) 4; - 4-(0) 711 9- 4=( - 1 553 w.•.DI['G '- 4-)-i20.) 7) 9- .-- : (V) 10;;3 4- -) -.) 253 ' L,TER:J. OFC"T < 1_"<C. LION. LL( :5.0)+DL; 7.0) ,:N TO?CHf;:b= 32.0 108 4- --(-12n_�) 71 - 5-(-313) 10. 7 C: L'-.Tf_)UlL CUPC.'2? <= 1_^=C. On,., DL 08 '!yr.:..:: 515050 10.0 SSF - '-(-13' ) 49 W:ZI.H?71Oi: _2.0" 12.0" D- 42.0 P78 - 7-) 0I 5" 1'LTi1,LC 11,.::; '11 7-10, 25 PJF l'sF Eno (P.) r.EACING Cs-1, Ce=1, Ct-1.1, I-1 MIX-RAT H: 5100 :;.'iG ^,E?JIBED HRS,ARES: LO^ATIDN: REACTION' RE.Z.TIONC ::IZE IN. ("1 ECIE") ::OTTc+i 518000 CHECSED FC.- 0 .'FF LhdITEP :TO; ;E 0'- 0.0" -4'/ 10.1- -107, 17755 5.50 1.65 17 ( "25) 21'- 10.0" -43/ 1031 0, •5 DP 1 ' 5722 L' 0 00 LC:CHECSED 51 E.20IF;FD BY 155 ,TOO" OH 2.50" 1 _-,) 012. THE ECTTO94 CHCRL DEAD 1..:10 I' MINIMUtt OF 10 1_F. --EFTICAL DEFLECTI'N LIMIT': LL-L.'24v, TL=L 1`�, MAK LL DEFL - -1.002" 2 -1'- 0.0" :.110'.,-d = 2.100" MAX TI,CI,CEP DEFL - -D,00:" c -1'- n.0" ..11n'.'cd = ^.132" NIX LI.DEM 0.02)" :. 15'- 4.7" :11,.,-.:- 1.04C" MAX TL CF.EEP LEFL= -0.01.2" C 1t'- 4.7" A11_.ri - 1.P?i" 1400 LI. DLFL - -0.5x2" p - 1•..0" Alla.-d = ^.100" MAX 11,CREEP DOER. = -0.003^ 8 2..'- 10.0" :1D '.54 = 0.133•' 13?X 8'RIZ. LL 5EFL - 0.015" r 21'- 4."" 10-11 10-11 1>1'.0 HOPIZ. TL DEFL = 0.025" C 21'- 4." OC-07 T 5-V'-09 2-02-09 5_0.1-07 win l: 120 mph, 0-19.4ft, TCOL=4.G.,1'201=3.0, I.:CE 7-1a, \\c T .� (All 2si,htS), Enclos<d, C3t,2, 105.8, h WF):J(Dir), 12 12 Trulstrdsailnrdficr ',And 6 I.ad. 7.00 c= M-4x6 q-.00 in the plane -2 thv try.•s vn1;. ?.0" .7,L it , ''''CCi 11-1.5;:4 M-1.5::? 3 // CIJ at. � o M-3x4 3 ,//ik c, c:-2,5.:9 ):1-?.x (S' M-2.2x9 M-3x4 , 0 y y y y 2-01-05 6-11-0C 7-05-05 y y y ��t,D PROpe 11-11 9-11 '� S6, i ocy 21 to y ��\� GNGINEFR ��2 1_00 Q 89782PE 9- JOJ N:tx1E: L: H0:3211. PLAN 3717-5 -C3 _ -,/ isle: 0.2570 r f/ \ WARNINGS: GENERAL NOTES, umwananw..naw 1 / `' Truss: C3 I.aiderand down drerecmrwwebe.o s ,3enne.i . 7.da.a.gnebased ww ponAle p..mw.el...end*ie.s., ai OREGON � AN Warned before comencionmodems. betiding e•apoira.Appeal%of design peddlers and prod ' P 2 7,4 compressor... ming mua be Indeed wham Wed a e.rp.aaen efdppnd%M deaden%atlu WNW%&Es.. ]MNbndkmPdraryN.eFOronwmeWhYydyr�n➢apnatrrJan 2.Odadnaruns.Iwbpetlbottom Cnu.barWaNbraced* '9,9-qHY 15 2 �,Q` CATE: j/21/2212 1w naWr.mdayama.edar.addtda.tp.mr.n.t*acing 7...W a to 0.-...w coy para brew tmduyNu Mot Sep by \�the.ver.p alrWds"s an Pr�emMM>drinsb llrp designer. nagnedawaWnG such se Owed M.aatig(Te).dw,ry aINEC). SEQ.: K1276763 4.otsdaeridb.apprwdlearod•aponaaealaltarr 4.3Rmhanod_.88 -penoll5yal lards% d.eopen5,sn.. hamarm are mmple%and aslis apse 4.%a+wwn atrua.%Ne,,eN bebo.apte npectlna,e s,w8 er. /'AUS TRAS ID: LINK &. anyfawsB.trthan 5.DEWaames Manes we to be wed in a non.ariesue z,+ranm.n, sem load be app lied%any odnV.,ent. and are far"dry sundae"awe. 5.ramped*h.s.aMete:ar and wielded rr.posadiuy far due d.Oaab%MudseMb.amgnN.pooled...Shim et wedge taddben,bending,*Wadi adma.w.n.saran s. rwow..y. EXPIRES: 12/31/2016 O.T%•d•rAlniainrdME.rbptl%Iwte.�wgsaededipc• 7. ,'w"°°'d co.bolh fecesla andJune 25,2015 708800A ANGSt owesanli;h nil bebnreadd upon redid knee coincide with)erd sneer linea, p°C'drlwi center Nick USA,YtelCorrpuTrus 9dM1wara 7.8.55(1 CFE to.For rbaentr°LmrdrphV M ashes pts%design raids sea E713-1771.ESR-19011(MReb) Thi. c.:.ign is_5e_ed fr an c acute,. in;:ut GREG 7/'.IEL TFn'S LUMC.°. SE 6CIFIC::TION2 TRU67 :.PAL' 21'- 10.0" ICC .012 MAX 41E118ER iGIX.ZS (US/006-.Cq=1.00 TC: 2:.4 i):''1,BTR LF?,D DOR..TIO1: IHC.E`..E= 1.17 - 2=1 0) 57 2- i-(-162:' _331 3- 1-5+7) 345 ze: _1 D ,17.8TR '.2ED 24.n" L..C. - 3=(-171") -70 4=(-1:27) 17..5 4-(-273) 76.. HEC S: :...: DF 6T:3!D 3- 4=(-120..) 71 -- 6=(-15<2) 2332 4- °=(-2'0) 770 L'\DING 4- 5=(-1 0 ) 71 --2=(-"1:) 36, TC LATER.?L SUPPORT "= 12",-:. 76). LL( 17.0)+01( 7.0) C9 TOP CHO?D= 2_.0 PSF '- 2=1-1726) 'EO -. LATE.AL SUPP. T = 1."0.:. CON. DL CM :'`I'TO:1 CHORD= 13.0 P70 n- 7=1 0) 57 TOTAL LOAD= 42.0 P"e^ ERHA::G.: 12.0" 12.0^ Zrrr.: ,.,CE 7-10, Z5 13F R,'f "n^4(Cs) BE%/INO 113.X-107 MA:: H^RL t G REQUIRED 100 7.0E7, C•=1, Ce-7, Ct^1.1, I=1 1':::,TI*4. RE)' TIDN2,' REACTION:. -ISE 12.I0. (::PEC1E2) 0'- 0.0" ':.7/ 11:,V -2000; :00TH 5.50" 1.2, 07 ( •.25) t3TTOM CHORD CHECKED 41'0 A 2u P:F LIMITED £TOR',:' 21'- 1u."" -227/ 11'3'" -300"' 3000H 5.50" 1.'- DF ( :25) LI-C 102.0 IT LLC.LTION(i.) )IECIFZED 0? I:-: 2612. THE EDTT:.1 CHC`D DE2D LOAD IS A MZNIMO.H CF 15 PIT. Er.TICAL DEFL£,.TICN LIHITS: LL=L.';19, TL=L411.a IMAX LL 13.41,= -3.00," P -1'- 0.." Allou.,..1- 0.100" l.;AX TI CREEP DEFT.= -0.003" 0 -1•- 0.0" ;.11-'-"3 = 0.133" :l'.:: LL DEFT.= -0.04." @ 14'- 3.7" ;.11v.'e4 = 1.04." t1=:.TL CREEP DEFT.= -0.ij:" 9 7.4'- 4.7" A11-.red = 0.3',1" M7.: LL 13FL=-0.032" e 2"'- 10.0" A11c"-.d - 4.100^ MAX TL C7.14.7:P D2FL=-0.003" 4 22'- 19.J" 11,.:+e'- 0.123" MAX HORI:. LL DEFT.= -0.041" •' 0'- 5.5" MAX 5)0I:,. TL DEFT.=-0.051" @ 0'- 5.5" 10-11 10-11 If f f � 5-03-07 5-02-09 '-02-00 5-0..-07 1.. 11:00. 0^0.00 LC" .iEZ:IiIC LEAD. •( f f f f Wind: 120 GFh, h-I'.4ft, TCDL-4.2,E'7DL=6.1, •.021 7-10, 12 12 1:.11 Hei;hts), Encic--a,,, Cat.2, E., .0. :IWFr:;Dir), 7.00 li-4: ':17.00 loFd dureti:,n factor-1.T., Trve, de.:iynei f-r : 1r .. 4.0" in the Plane of the t"inns '.n)..'. it 3 JL/.1 \ 11-1.5x1,/ / 14-1.5x4 \ / \ /,- . / ` N c t I c =M-4 -.1 :1-2.5x4 11-PxF(S) M-2.5::4 =64-4x4 0 1 1 1 1 7-05-u5 C-11-D6 -55-05 QED R OFF 1 11-11 1 9-11 1 �cr�\�' NGINEF9`vo 1 1 1 1 1-no 11-10 1-00 " 89782PE �' 30:: NJ.Mi: OR Is:.CL^N PL:-.N 2210-F - CS _- c:rl�: 0.25- -....-7:7711.,,,' /.... WARNINGS: GENERAL NOTES dolt.other:dos noted' v Truss: CS I Bolder and.e:oncontacto,Mould be EenedeiwGeneNNotts I TMs design leWeld only won the pr•mNNssMHeand, e,b,A Sul you-OREGON ^r' • an l legume.bebra NAM:wean"ommenns bulling component.AWIwSMlr et desist wrem..rs end plana' _`y "v rP Q" 2 2M eraprewienw'eb bracing mut be eeleeed where.nmol,. IneerpaMOM of component Is ed reypiwl6iity of the bilking designer C/ V 3.Adds*nwiwniporaynadg*IrwwasbbRryewtgmw+"d*n 2.Ze.r.,Oaten sumes(MeWent.tep end bottom eeb.ehords nel,nlaterally bacedat �/ , AIRY A6 i Odie raD eWelr MEM ender Adpewgl naneaiwm braeagbi 7aeareatlVcmrepaeb.ely meso tweedmrongnd)e*,length IN h J r',-.TE: ,/15/ 01`' the awm.buwe*the raWP*wlMMyofthe WORN;d.elsNr. mramweOreden;ouch,.plywoodMWallinp(TC)endbrky"ylIOC.: /"q UL limp i bridging or PPM bract%required when shone.• SEQ.: K1275765 4.Ne Pon shouldamok* appeal to any aomnarwn until otter all PARR and 4~Won al Wee. ee,Nbnaey ba.e,r Woes contractor. *el*wn are amok*and N no ins Would my Psi Anne*Ran 5.Desist rawunes bevies are to be used ln•MnamweenRopnnt. TRANS ID: LINK dear bads beapd.des any component end wetar'ayandNon.elwe. Cpirwr Msrowand orereM•mane•noreepenallallyler tM ". 'aianwib"°•w"°°'•'ereye•We Sl*iorwitlpeN EXPIRES: 12/31/2016 Nbrealea MFddg.,qe RM and f'NIBen of mrpenen*. 7.Dowd p•n�. 6.m.,.**MN!*dwigsd*SxamiGonssMbrtfba Wel bol. "bot amepp af° Owed apthee center June 25,2015 TPW,TCA in BCSI.ewers of Medi s91 be kneshen upon rgetnt ens mind*sole Met send*line 1ST,*LISA,IncJCmrywTne Software 7.6.6(11K 1o.For Wok mrw Nate WAN*also design luee we ESA-1311.ESR.) OMNI ,yyi.a Thio dreign pt..;^.reJ fr.a c,mpater input b• GREG=ORIEL TOUR L')•IL.-. r.PECITICLTreld3 :1-10-no NIP <ETC•=CK 7-01-04 FROM END 147.1.L Ik: 2012 DA..MEMBER FOPCES J4A/GDF.'C,..1.00 IC: 210 Dr 11150Tt'. L :D D'10=XTI:) I1000 70 - 1.15 (N..,a-R-s) 1- 2") 0) 5 2-10=(-214) .92, 3-10=( -1[1 .:2r WETS: .'.:.i OF.TAND ;1:010. 1,.•RDIN; 2- 3 (-`1.0) '12 1C-11=(-:d4; 3100 10- 4-) 0) 704 3- 4-(-33:0) '16 11- 1=1-211) 23.32 10- c=(-572) 1: `n *1 ASCE 7-10, 0 P'0 Rc.f 3n,..,(P4) 4- '-(-27-2) 2:4 5-11=1-171) 11• TC LATERAL 77UP:ORT 122"OC. UON. C'-1, Ce=1, Ct=1.1, 1=1, Lu- 2 00' - 6-{- 77-) 252 6-11 n) 70, EI LAT17..1 :U.FOt.'_ 1- 12" 0C. 1.1014. 6- 7..(-3p<0) 312 TC UNIF LL( .5.0)+DL) 7.0)= ::2.0 I.F 0'- 0.4" TO 21'- 10.0"V "=(-367.0) 11- '_( -I=) .-,, BC 1.411 LL, 0.v)+DL) 10.01= 10.0 P:F 0'- 0.0" Tv 21'- 10.0"" 7- 316 NCTE: 2..4 2AA..ING AT 24"CC DON. re, 1- 9=f 0) 06 ALL 01:.':2 Tor CR'100 Af:E:;2 NO TC UN0:IL) 7.:.0)*DL( 30.0)= 00.0 PLF 0'- 0.0" TO i1'- 10.0" " T"`HEATHED E" U[lI_Ly( n,pl+DLt 30.01= '01.0 PLF 0'- 0.0" TO 21'- 10.0" ' 12 CJNC LL( )''C.7)*Dl, 1.'0.7)= 5'.7.3 LB:.@ 2•_ 0.0" ..FARING 111.24 ''ERT M':X Nr02 2•Z I'.UIF5D BPC ARE=. L0- -TIONF PE'-.CTIONS 0.EaCTI0AS SIZ: 3..IN• IF ) ) .c,EL'.7tS: 12.0" 12."" TC CONC LL( 466.71+DL' 170.7:= 5:7-7 LP; @ 13'- 10.0" 0'- 0.0" -130/ 247. ' -7i. '6N 5.50" 3.,7 OF ( 6.2) 21'- 10.0" -leo/ .47::> tl:' PH 5.50" 3.77 OF ( '25) LI12ITED '.T�.2..,,GE DC`EC NIT;:POLY DUE TO TUE SPATI?.L "' ,,,p1.-tr., trusts rel Nit‘,..1. RE2UI-r E11E1ITc CF I10 2012 :.ND INC 201- '`0T 003740 NET. J:in t:g.tMr 2 p1_ .rite : Thi-desi'n prey.-red fr xn^•m;,utrr in ut 1 GF.EG AF,IEL TRIES, LUM:CY. ..:EC2r2C;;,TIMTS 2002' SPIN 1'- 6.0" IBC 2014 U1'(MEMBER FC'.-ES 'AR'GDF/C^-1.00 TC: :..1 DF 21.:..7R LC'.D DUE:12I0N INCE.EAFE- 1.15 1-2-) 0) 57 2-.-(0) 0 E•.: .1..4 Dr -1,,QTR :0A ED 21.0" ".C. 2-3 (-,0) - L'.TEF L S0P5C°.T <- 12",.:. UO:1. L^PeDIKG 6;: LATE:Al.SUE:-.1T = 12"t:_. 000. Lit :5,.04DL( 7."1 ON TOP CHORD- 32.0 PCF E'.RIN. M.i.. "ERT 19:1X H^1.Z BRG FE'000ED Le..1_:REA IL CN I.,TTC'U CHORD- 10.0 P.F LOC.'.TI'112 RE1,CTIti1.: <EACTION:. FIRE SQ.IN. ,SPECIEr) '-Z`1:11F;a: 1.2.0" d.0" 232.L LC:,D-12.0 PSF 0'- 0.0" -51/ .20" -7' 3:...11 0.01 DF ( u25) 1.'- 5.0" -55, 2_"" 0' OH 0.63 DF ( 225, 12 :.: E 7-10, 2:: E:"i P, 0 In,.. F ., )'s; 1'- .0" -45/ 2 u. OH 1.20" O.n4 DF ( -.25, .n0 [7- 0.-1, Cw-1, Ct-1.1, I=1 LIMITED !TOFIGE DL20 111T APPLY DUE TO THZ 'Pi,T2,..L RETUIREMENT.' OF I10 e012 2,110 ICC 2012 14 T BEING MET. ”ERT/C1.1, DEFLECTION LIMIT LL=L/230, TL=L/1d0 MAX LL DEFL= -0.002" O -1'- 0.0" :11 ,ed - 0,1rn" BOTTOM Ch,CD CHECKED FOR SOP::: LI-1: 1.1.01). TO. MIS" TL 02.02? DEFL= -0.001" 0 -1'- O.3" All:"71 - O.Ts..." O SJTTUI CHC`t0 LI':E LOAD: :.CT ICN-CONCI):'°i,dNTLY. MAY T:: PANEL LL DEFL= 0.001" '? 0.- 10.4" 1.11 ve.: 0.067" -.N • Ma:'TC ::-.NEL TL DEFL - 0,u01" P 0'- 10,9" 3.11c,-,,i = 1,100" • • MI? HOAIZ. LL DEFL - -0.000^ 0 1'- 5.2" M=X HOFIZ. TL DEFL --0.OnO" n 1'- 2.2" wind: 12^mph, r,-16..ft, TCDL-4..1,t^OL-6.0, _::.CE 7-10, 1:11 M-1-:.t ), Encic"-d, Cat.2, E::D.1, AMER,*(Dir), 1..ac: duration fr.ctar-1.,, -" Truss -,,iVnod ftr aind hada / in the plane -.0 the tru-. :.n1,. /1 o o. c w A- c MI LL-2.5::4 /' 1_n.. 1_n.- r L"!IDF. Li. B.0 0000,Jt'::2.9,3� tS,J !N� Ek.9 /O� cc 89782P -7 9r 'OE I,AL:: D" H<'''TON 0L1: '710-i - El .1-: 1.075, v27 WARNINGS: aileaRAL NOIn, was.B ambo noted' Truss El I.B,/Eerand medammnhador Meade&*Mind NM General Ness ,.This design is. only upon ba parathion Mone,M,3M be an individual 9,(-OREGON O' and~trip Were wnm�bnmmMless. bNMnp mnpumtl.epppnNLra Mao,tonneaus led proper •V 22x4 compresMen r.nb Metre ml es iaNaed same Meon a, s,eoToroeon of oanp,nnt Is e,espen,bRy sir the bonding Moen. �'qRY 15 2 �CiQ 3.AEMiwN temporary bracing te more Nabaly done eo,ah,aalen 2.Dealp,axunn the lop aae bstlam tlerdab NCbrely bndotl _ ban.r.apMaaer alae mow.Adetlemllm,nMare bribing of Toe.end at t0 or rmpeeuap utlma brawl throughout Nae length by A v L-TE: c/25!201: MPAM Nrvohnrobthe W�. con+aaNmauwaanoawnwOrmeN,MNrottc)NwN,a)wlpe6). /J AUL �\ 'eWemeily Atha bonding ANON 3.7.WWI COATI°N NNW bastng nested Mare shown.a SEQ.: Y1276769 4.No bad Meaebe rippled to thy m,'0M unN aRa.Ibrrag and 4 inNawaen Naw.b me tmpemlbely or cin Nspeen,eariatlar. boons ate coin**Me N mem should any lead.greeasr Nen , Design enueo+Moon an is ea used in a norwontS'enseomenl. TRANS ID: LINK deapn beds ti appded In any mmponenl and are for-thym„eeanti pee. 8.DeNpnaerensMpeehgNNeppwbBmm.3hynerfwdpea EXPIRES: 12/31/2016 a CemWTrva Kamesterei a.tl and awun"+rro seapenad9y ler Ma .. fabrication.holm mepnam and aaarem Wooaoxeele. 7.Otebe Munn Seabee*ee.iaBe it presided_ June 25,2415 a.TS.deep,fit 9aadbd auh)aa C tee emUetle at INT by I.PCW ace ba Costae on beth fam.eheea and paced so Nee wren TPNNTCA al SCSI,ooNea of Moa,se be Penalised won ripest. Coo meads with Hint elnbr Nal as*Om%en ululate in AOTa4;USA.MeiCalnpuTrus Software 7.6.8(1L)-E 10. nneeCplate ae design nbon nal ea sea ESR•77/1,ESR-1e88(hfi7ek) Thi. de.i-n ^.caw=ed fr^m . A.:cater in;ct t.. Doll ARIEL 0010, LUPIL -?EC IFICATSLNi: TP.USs "PAN .^ It; ?012 PAX NEUTER FOP." 140.;2DF 1.0u TC: 2_4 EN y11T)., �• /.:p= LOAD IUOPR00N I24.0",E= 1.15 1-<-(-1'0) 0 _-3-(0) 100 '-(0) :5 D£;;.1.:.TP. SPACED 24.0^ O.C. 2-3-(-1C`) 0 -3-;0) 1^0 CEP- 9 CF ST'ND 3-4-4 0) 57 LuLDING TC l",.AI. "uPP,I 1. = 12"('.. Orn. LL: 2-.0)+DL( 7.0) ON Tor C1::;1.D- 00.0 PSF LC LS.TCIAL :1.r,..../. = 12"0C. UC N. CL ON COTTON CNC"D u 10.0 PSF BEARING MAX':EFT MAX FORE BRG REQUIRED E?s ARES. TOTAL LOA,- 4..0 P'-F LC2ATI Otis. RFICT ION" FE,.2TI':•1% '`IZE :'1.I31. ;SPECIE'.) ^'E0 NOS: 0.0^ 12.0" 0•- 0.0" 0/ 17."' -ci, 20H e.50" 0.70 IF ( C2o) 'nc: ASCE 7-1t, 25 1'F 1.,,of Rho,.(PS) 4'- 7.0" -07/ :10" 0/ OH 7.10" 0.5: OF ( '25) Cs=1, C,-1, Ct=1.1, I=1 LIHITED :Tor"31 D'EN NY 7,rev: DUE TO THE::PATES REQUIREMENT::OF I,: 201: AND 037 -01:NIT BEING HET. -•00010.L DEFLECTIOI LIMIT:: LL=L.240, TL=L/1:0 HA:: LL DEFL= -0.002" @ 5'- 7.0" =.11c:.ad = 4.1-.." F`TTdt CHOLD CHECKED FOR It P'.F LI!'E I;AD. TOP WA T1 CREEP,EFL=-0.4va^ @ 5'- 7.0" F.11 -.• _ 7.1 ." :4,0 SOTTO,CHORD LIY=la AD-ACT :W N-CONCURRENTLY. MAX TC !S.NEL LL DEFL= 0.701." ' 1'- 4.3" rll^a�:d = x.127" MAX TC PANEL TL DEFL= 0.^nt," 3'- 3.:" 4,111r"7d - 0.190^ 2-v7-u, 2-j3_0? t17.7( HO`2:. lit CCFL - u.000" N 1.7" 11.:.,.1 HOF IE. TL DEFL = 4.400" 4'- 1. 'r f f 12 ld 7.00 Q 7 00 Wina: 120 mph, h=1c.£ft, TCDL=4.2,ECRL=d.u, +•g 7-10, 1:11 H=i oht.), ;ncl-.e.., Cat.2, Ecp.B, ttiFI,Mit 1, 1073 durati,m fact r=1.6, Fru:.- design,. Cr' wind 1 ads in the plana f the trua' •nl . IIti-7x: 2 4.0,. VR o 11111111 IIIIIIIIIIIN, �r0Eli 01�� 0 11-2.5._4 M-1.5-4 M j y l 2-0:;-05. 2-p3-01 J• l y '-07 1-00 �,\C:i OG PEF,�, s4 /0 2 '� 89782PE 9r :. tl?HE: D7 1)0.T N PLAN 7710-13 - f: ,:-1?: <.,'2,0 ' WARMNESS: GENERAL NOM. urine otherwise rote! , rl Truss: F2 ,.tAnd.wm.dlon a>rraeM ww iv sawed eras Sanmalwb, I.This 4egrbww only*o*,,e warm=shown rims Man eMraeabl 9 OREGON ^(" owl epabebre e.rrrrbeaomm�anene,. barnp oepeent Ap�g6Rb m defgnpmemelme w prepm I.2xa txlEnpi.py...v,b b+Cip must seaward whew*owl.. Inwgww5us otmmpRrm ber•e+mee1N 41 tM building ,Q (.� s.Admmnel tempemY braeap b br.,e,nbily Nahq.wnbudlm ='I'S 1d 1lO ar bywboapn drools bd bba0y 'M 1°e '�,o�'•RY i`r " DATE: 6/"5,2015 nm,r„porsb+Rfarm,endo.Auaenol mammy Onto o/ m + •e t0 co.mw.b,N ode.a.adtbmu and n.yb eF ♦ J Mee»rae Nlrcbns mar r..pemafpy otlM armNng Mrd1 as d'i+vaed wammp(re)Ana a ebn='uAel). /1 °WO�d�"ar' 3,2,tmpad bddoIna or Wool brmararpwal,drr.b,.moA• /"q UL �` SEQ.• 1:1276'71 4.IeViol....,nbeapprebany eempaamdadbalMalnboepand 4.bwmna.notes.ammen.pen.n/>yatpr eeHwrm,obr. 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L:rD DUR�.TI N INCRE.`»E s 1.1- _ 7.1 01 BC: Z..4 OF s1..TR SPS:-ED 1.0"O.C. _-'"(-901 775 2-4-(Ol p.. TC LATERAL SUPP'"T 12"OC, 00E:'. 1.,LOIN' .0 L.TEP:.L 00000):'11 = 1" _, U' . LL( 25.0)+0), 7.0) ON TOP CHORD - 32.0 021 BEAT.INS f1--.X'OI.T ))A'I 07120 PRG REQUIRED FRG f71n DL ON L2TT!i1 CHC-1..D - 10.0 P.^.F LO2ATIONS E7,7TION RZECTION: C"2."1000.;: 12.1." 0.0" TJTAL L*-T,D = 92.0 PSF 0'- 0.0" -4/ 37 -25 FvH 1200" '..:.7 CFP(0.5) 5'- 2.2" -.2/ l5 9' OH 1-70" 0.25 DI ( C Sn,-: ASCE 7-10, 25 5_1 3-.f ;n'...'',) t'- 0.0" 0. 77'. 0/ OH 5.00" v.17 DF ( 6:.5) C "1, Ce=1, Ct"1.1, I=1 LI1'ITED:.TC^.-;E L'E.i NUT"P7LY DUE TO THE ;' .TIAL ^F.r UI;:F1tLSdT' OF ICC ;.v1� AND IAC 2012 1....3T BEING MET. --ERTIC A,DZFLECTI,;N LIMITS: LL-L/240, TL"L/1'0 IiAX LL DEM= -0.002^ 2 -1'- 0-0" All = v.100" ITV ti CHCRD CHEC::ZD I'G:': 1u-, LI'-I LC.'.C. 7,5. FL:`:TL CEEEP L2FL= -4.003^ i -1'- 0.0" A11o'."3 - 0.1".1" AND I'.)TTC1 CHJR0 LI-'E LOAD. ECT NON-CONCURRENTLY. 11A:,LL DEFL 0.000^ r p'- 0-6" :-11'�N�d -, U.115" 1170 TL CREEP [EFL- 0.000" C 0'- 0.0" All ..d = 0.1'3" W.0 TC F.:NEL LL DEFL- -0.691" a 3'- 0.1" A11,..•ard = ,,.357" MAR BC PAWL TL DEFL- -0.1d," n 9'- 1.4" 11cdad = 0.470" 5-03 H::" H0'IZ. LL DUEL --0.000" @ - _ f ,� 1HUC HtXIE. TL L2FL" -0.000" e - c.. 12 7•,"177 Hind: 120 ss , h"17.7ft, TCDL=E.2,L2DL"-:.v, -'4E 7-10, -e' (21111 klei)ht:), Enc1�..^d, Cat.2, E_-.R, 19NFRS(Dir), 1 aG Curti^n f..ctor-1.1, Trus, dr_ignc 4 f.'r'irI 1-e..ds 0 in the plana .0 the tru-3 cell;. 0 a 0 o �S' 11-2.5X4 1 1 y 1-00 IPRO:IDE FULL 80F151NGt21:2,5,4 1 -UO ��`�ED PR°FRSs c. �c' NEF9 A0 2 8.782PE 9l' 7i" .103 117110: ,A -31E: C'.00:-T , P1,'N 7710-C - .T2 3cai,: 0.58:,5 .-- wARaR/oe: 0ei40RA4.NOTES, me.romateee mad Truss J2 I Bw..aet.,.meennen„aae,.I,eo/beseeded el..Gentual Wee I.Mb deignbbased onl,upon Omw,.,eo a R,NedbaMMOWN OREGON ,z,*. atefw.n'wbeta setutrem.notmenenme /SeamenentAP ab■re/de.ynw,atrulamandPe,e t� -‘5 Q` z.2amm¢aMton"eb/sWywmtbe.teleedawe mw^n.. mmsenwranweentathe,asonrbrrmwbeedbwdeeper �/�e7Y 1 ' ((j� J-Atldla,m temporary msmpb M,aa saMvdmbp eeaeuenet 2.Oselge aasumeads top eel bottom deedstebe lamas bnoedat -9,,,, A ti the osalmmlMry leas O.Wt.Aalb,mmpmn,eem,t msetsm 7enWNI/on.respedoets meas bossed thee8be•am.lenik tog D_-.T.. .;/25'..015 A•desOeapw 3.24 e.MMetallnuotta/testier/suet xNw..d Rcl.wn.. eNec1 �� theme' Rbeelth.teoRenilpe4a ladn,m4e�Wmemosemm,t.. PAUL SEQ.: K12767''3 a.NoeW.b01,4be W1*anycompm.Mtad aeema/amp and 4.livitastkill DA5n../baslMereepR.Ndaben.eoe.eA.Nadm Weems me eenplue Mw et Is Mx sham any Inds prestos than S.OnionammoOwen am to be mettle a nonmssive eneonmen, TRANS ID: LINK mwinw4.be.pprtesle.�compommm. am.etmtinmero•erwn. S.Cemm�ttwbasnom,e"a eteelg mesme'"pensibe"bem d.D«e,etmemmm,bwnn°.1aem,,eoem"n.::wnm""w'" EXPIRES: 12/31/2016 abmaAn.Andtiq.elemtent and mmtrdot.lee per.* °Segea9. r Thb Is eaeilmmmnelos/0o bothfas.lmam.a June 25,2015 4TEA l•{IdblenIl). euWfethbY ?.tANmesaabalr4maeIe.. un,etgmaeedslMaeemm TMM!/CAotKM,ages/gebe.0 be taablel user fewest lm wadde...di ped amber lose. RBhk USA,Ine/CeoquTtus SoOwsre 7.6.8(IL}E 0.Nis mIndleele M mita e.i a pee ttp„velntm ESR-I311,ESR-IME Weld This drsi"n pre:_-d free c:m1•utcr input t 1 ,1 :ORIEL::EITH :,(114b2t SPEC 1 FIC'_TIONC TILT':.- SP:14 - ^.0" ICC <012 1177' MEMBER TJRCZ_ 4NR/GDF'Cq-1.0.. TC: ,,i D:@161./TO LGAC DURATION INC ,AaE- 1.1e 1-2-1 0; 07 2-4-10J 0 7:A OF :..161TR SP/ZED 24.0" O.C. 2-3-(-t.:) 1' TC LATE3'.L :UIP,RT .= 12"CC. UON. I.C:.DINi r7 L'_TF.R;,L ..,J1 FOFT c= 12"Ci.. 0.,11. LL' ...01+DL( 7.01 ON TCF CNC RD- ;:2.0 ?SF O.A:'.IN- M._7EFT PAX HCRZ CRG REJUTAEC 103'RE. DL CM 01,TTC'H C1301)- 10.0 P1F LCUATICN' LZP'.T IC NO REACTION.'- SIZE "2.IN. (SPECIES) O--EFHLHG'1 12.0" .0" TOTAL LOAD- -12.0 PL 0'- 0.0" -21/ .';.(.'- -15.- `",H 7.00" 0.71 L.' 1 F25) 3'- 0.4" _2,/ '3'" 0/ "4 1.00" 0.19 L: ( F25) Snr,: I-'7E 7-10, 25 PIF 7.- f Sr,•;(P,) 3'- 5.0" 0' 41' 0.' OH 5.'0" 0.07 DF ( 2211 Cs=1, Ce-1, Ct=1.1, I=1 LIMITED 1TOT.-3E DiuZ' NCT 7.0710 DUE TO THE -PATT'.L 'i7UIPEMENT•C" I''_ 2012 iND TIC 2012 NOT LEI`IG MET. ZATICS DEFLECTION LIIIIT': LL-L/^^.0, TL-L/1>0 PL.: LL DEFL--00.001;^ @ -l.•- 0.0" 7.11c...-491- 0.104" :7TTC ti CHGRD C'IEC IID PC 101::0 LTE 1.77...D. T')I N:-J:TL CI:ESF DEFL_ -0.01 ^ @ -1'- 0.•)" i11^v:4r = 0.173" AND '_7TTOU CEJRL LIVE LOAD-. .;.CT N'.N-CONCURRENTLY'. ADX TC Pi14EL LL 13FL .. 0.00 t" 1'- :.4" :.11<.we4 .. u.221.^ M"( TC ELNEL TL Du FL = -0.00"' 2'- 0.7" A.110,d - 0.331" MAX HC-^.IZ. LI. DEFL --0.000" 0 - .. 3-06-i12 IL... HC RIZ. TL DEFL = -0.000" - 5.4^ 1 T mini: 12a mph, h-17.21t, TCDL-4.2,C::DL=G.0, 3.71E 7-1^, 1` (All E-ight_;, Enelo-ed, ^it.2, E.-p.0, PUFF' Dir), 7.00 1 nd dur:tion fe.tnr-1.6, Trn:1 dasi.lned fcr -Lnd 1'-n in the :I1 an. <f the truc4 .nl•,. ...."''''''Ij / i 0 rd 'sik 4. p ' 4 1111.-=.1- U-2..7%4 1, 1' .1 -On 3-ny 1.F:"IDE FULL EP.A7.ING:Jt::'',7,2 1 rG ()Fes(S' \ NF C.1 2 CC- 89782PE 9r' JCI: 21'11£: C. H17213 FLAN 3770-7, - J4 ..c<,1t: 0.6277 / �� WARNINGS: GENERAL NOTES. mem eter"ne eted'. C .- Truss• J4 I.N'IAOerandNeCbmmneadotMedd b obeyed ofMIGOMMNelo. 1.This/e4Dnib.edOe upon bepremet*Mown end NNn.e imitel al `y OREGON R aM Nemelpm balm eenoUdbn com meet. t.Mdry mrrpenmt.Apperabgy et e..,pn tummies ed peps 2.bt4 mnpm en wet bream mat M Imbibed Mere Mown.. Incorporation ofmmpommkMrmpoebeMy el the hiking Myler. wQ A[�v (y O 3.AOAlieml4mpo/amtreeinykbwebattybalmanMuotla, 2.drgr,swumMtM4PaMbotlanahweebbekbrellybeaMY rn�"7r7 r 1`^ G� k the reepemNYy ofMereet .AdlMMol plmmet*bream of Tae mMMlQe.e replace-nib mime areae temupbM Met knyt by •, v DATE: 2/25/201:: me mem,eeere title tewmeleb of be Debby designer 3.33Ymed bridmue ged or lateraing such l baby and mulled where one*dryw+ItB�,. PAUL ‘: \-.1 fn•MD eyalba Deem Mena.. SEQ.: K1276775 d,MBNo emam=med should be pt{an atm/any ee onent chest any bad. bound and 5.ImbPatioamide roes ho es ma ter be ileyum alba reapeteemenweni 4Menen ane=mew andeatm/Mee abmM any bads pawreen 5.1NMp,meenmysmemes'eO ueeaeetnm neneermwe elmmeeM. TRANS ID: LINK damp beds be embed le any penpenent and be beroymnMtlaYef use S.CompuTmhas a rerb5orersae mermenrompsmblFy Mlle E.Dublin...inn AA Meridaetatl.Ippprkyol n.Shinorwmgel mmaery eleceem.Md. m n ,p.,tym.M imMI.M *immense*.n etemm. T,a, mumps adequate drainage le EXPIRES: 12/31/2016 9.leisapee is henebm b Vie aeeam „ e set bete ty A Pates ghat image en bol,Mann piecedann of time and pieced tleoaaan June 25,2015 TPNYTEA in BCBLcep48 at able,will be hu b ed upon Inhume pros coincide virehlolit center Wee Milk USA,IneJCo Tnm Software 1 7.8.6 D.Mae bAab Ma of p Ia b imine fffpN (� to Fmbase ammeter plea&alpi a Mule sea EBR-1311,EBR•1648(4ATak) Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4i Center plate on joint unless x,y offsets are indicated. 1 l dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property I (Drawings not to scale) Damage or Personal Injury ram Dimensions are in ft-in-sixteenths. 1114114„ Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0-Thor' M11113114112. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves iziIii maQ bracing should be ire conside considered. alternative Tor I 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate t designer,erection supervisor,property owner and plates 0 '..� from outside BOTTOM CHORDS at 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 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 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. so tware 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 first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: In all respects,equal to or better than that i �i by symbol shown SW represents values as published specified. by Indicatedtext in the bracinseand/orn of the by AWC in the 2005/2012 NDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is instated,unless otherwise noted. 1✓~ 15.Connections not shown are the responsibility of others. indicates location where bearings J ` /� 16.Do not cut or alter truss member or plate without prior ` /jVJ (supports)occur. Icons vary but ®2012 MTek All Rights Reserved approval of an engineer. of reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. ® Min size shown is 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 pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, eMfore Ile Icfi 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI i Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet:Mll-7473 rev.01/29/2013