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J )Orme: fY00V1 Customer:Charles C dd Ce 70:350604 TI:J2 Qty:1 SC MRCS Axu. WAD CIX Cr SC: 2s 4 TL 01/02 00 Patten ahead has been leaded with 10 Mf at lass 1- 2 -2252 0.06 0.27 0.44 A 2: 4 SPT 2400!-2.0C 3-5 live lead sgplied wove-O&.,... etly. 1) 0- 0- 0 7) 211-11-13 13) 12- 7- 0 2- 3 -3722 0.14 0.19 0.33 A 2x 4 l7 1000!-1.62 5-6 M3LSSPSi 1041(1isl » This belga is the 2) 3- 0-14 Si 33- 6- 0 14) 4- 0- 0 3- 4 -4065 O.ii 0.60 0.76 f IC: 2r 4 PL 01/02 66 erAasite result Of aadtiple 100d030116- 3) 7- 5-12 f) 33- 6- 0 15) 2- e- 0 2s 4 TL 1000!-1.60 14-15,12-13.9-12 All 031101111111112011 Chords ere assured to be 4) 14- 0- 2 10) 27- 1-10 16) 0- 0- 0 4- 5 -3590 0.12 0.57 0.69 l 1p: 24 4 f r 1414'4 (N) continuously braved wales, meted otherwise. 5) 20- 6- 7 11) 20- 7-11 5- 6 -4192 0.21 0.62 0.63 1 2x 3 Will 111VD (1r) 2-15,2-14.3-14.3-13 I5s6Ssd per AlC1 7-05, WOW, V. 9011sph, 6) 24- 7- 0 12) 14- 7- 0 6- 7 -2240 0.0) 0.54 0.64 A 4-13.4-12,5-12,6-10.7-10 F 23.0 ft, Ie 1.00, Paip.Cat. C. nt- 1.0 ---- 202X1,D6:SION LOADS ------------ 7.. --- 7- 0 -2416 0.07 0.67 0.74 A 2s 4 FL 61/02 ($i 6-11 Did Type. seal Lr 33.5 ft 7- 33.5 ft ?sees Conifers PLT From PLT Ts 1C: 2x 4 Ni 01/02 On in IND sone, TPA. 6.0 paf, 6/CDL. 6.0 psf IC Vert LCD -90 0- 0- 0 -90 7- 5-12 or iS.-12 IC PnomAX1Z. MD Claes The Joint ®etil aluport rest ho included uCi D.C..C. Tree So 7C Vert L+D -00 20- 6- 7 -90-70 21- 7- 0 16-15 -179 0.00 0.60 0.60 1 with any strdttal, irepastian, and/or TC 24.0' 7- 4-12 20- 6- 7 iC Vert IND -90 24- 7- 0 -90 34- 0- 0 15-14 3347 0.43 0.45 0.00 s fwarLretiea deataentatiea. Rebs Braes Pt Joist to Joint 1C Vest LCD -20 0- 0- 0 -20 33- 6- 0 14-13 2029 0.57 0.311 0.96 1 Rind,ertiesl(s) not designed for exposure 1/2 5-11 Is-Pleat Quality As-rnareo with Cq• 1.00 13-12 1000 0.51 8.23 0.76 1 to lateeal wind pressure. acini shown is for visual purposes only. Ie-plant Quality Assurance, per This truss is designed in asaer,nee with MCoRtiasus lateral browsing attached to sou. 3.2.4 of 251-1-02, for joint(.): 12-11 3454 0.44 0.11 0.55 3 the 2004 Iateraatiesal lssideatial Cede either edge .f webs) shwa OR a ?Aimee, 1,4,5,6,11,12,13,14,16 11-10 1515 0.10 0.24 0.34 1 *settees 3502.11.1 and 1802.10.2 and nailed flat to edge of web with 3.5's 0.135" 10- 9 1733 0.22 0.40 0.70 1 refeceesd standards, V.7.0. nails spewed 6" e.c. 7-brace must ortand --COX. M CS1661s FCA 113421111111 54112160----- at least 900 of web length and be same I hereby certify that this plan,specification, Mob Web la.�a :-Loo vert *sac Uplift : Type rise, sci.., and grade as veer. or report was prepared by me or under my 0- 1- 0 1 1140 179 -166 I ria 2x6 2-Breoe required an any web ewer 14'-0'. 16- 1 -1600 4-12 -1334 33- 3-12 1 1094 0 -205 1 1 loll direct supervision and that I am a duly 1-15 2023 12- 5 164 MOWS= OMIT CONMECTSON PIR 81:111111UIX ---- - 65 (7L'xhd//7 Licensed Professional Engineer �« the 15- 2 -2029 5-22 -3103 ---'---- L --------- FF++(([[�� a- ��! ►G- 2-14 641 11- 6 3631 is 1% laws of the State of Minnesota. in./Ratio in./Ratio ant(s). .5GG fie-Er Z O� ,+ a 1 B` II,3 617 6-10 327 Llanp -0.4S/M2 -0.13/476 5-4 3-13 1429 10- 7 -267 !4,444. 0.14 0.26 164 13- 4 729 P4.. wiled Caster to, and bottom chord: -0.67 2:Tif. lee explanation of Repetitive Long term deflection factor - 1.50 )6mter Tactor. Cr, on ,)ii7/1 reverse ries of paper or License No. 12469 26C Fora 0.14.2007. 1-542 13.1-114-0-, 4' i-I1=1<--'--- 1 2 3 4 5 6 7 i Ras-7 Drop-0-1-11 10X0 -10.00 6x4 • 1/ 1.374 i.3-2 �*0� \ it s-0.20-10-1s I 4111L626 0-6-8 11626I s pal 3u 1.304 I R 1-7-a s i1 X11-0 6 4 10 1=f4MyS.�" 6. 0.! !3COM Al 1116060 MUSS !laid )d Tok 7220 (R0-"17-13) Scale-11.1250 1012443304: >D4 Job: W0: 330694 Rica X54 NOM OR TIM MST. A COPT 01P TNZI ~TM TO DM GYM TO TI:10102375 OONTM10TOR. IMAMS 01ra5: Dw7: ��` s. orw.wnrrw.rule.tsa.ralmwur�s.rr+r.eiserrbrrw•rsrspote e 11/16/2011= = ireswrsrwwewrwwrrrK s.lermsarr.w.swr.s*an lea.ler.r+rr. rit IIV r ' 11\1 urea.lei•orer.rswr,e+ars.e.rk..r 1111.. wr+r.raers=Sili e.rr.r.. Iir D0': 1.15 •w.mb•mint WI Xerle.rrrrweesmilmsaw.e.6wwwrs0ba •1 Mai TC Live 35.0 pet awn.war.w s.rr.wa wrrnrte.saey.sCr.,r rlele twat ort le user r fn swat. •3t 07: 1.15 1 e.a.lerw+ar....ley�mt_ TC.Dead 10.0 pet s)](� O PZ a..n�nie.wreler:nus+rtr.rc.res sasarwtnatRr.raNenm SC Live 0.0 pst �-06/473-02/1110-05 (•�J IC Dead 10.0 pat Code: 106-201 _ TOTOI. 53.0 pet x5.5,30-0560663 Design: Motrin Analysis Profile lath: T:\tsu0130\350000\350604\30081\J2.prx