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IMPI <br /> 14 .Job Truss Truss Type QMB <br /> City Ply HENDEL CONSTRUCTION LLC L <br /> 132224466 <br /> 1.0 UNITS <br /> li 2205 D2 REP HIP 1 1 Job Reference(optional) DS 1 OF 1 <br /> ,I Scherer Brothers Truss Division- Albertville,MN 55301 8.030 s Aug 11 2017 MITek Industries,Inc. Tue Jan 23 13:37:44 2016 Page 1 <br /> 5I:gDDVYhXAS6drtXOaj*CBilNjhyePSN-MTR3HntBODp2Id1YWYM?gGVNCrpTIBH6s99kNYPzsSfr <br /> 7-9-4 :9.1-12, 15-11-0 16-11-0 18-4-0 <br /> .11 7-9-4 1-4-7 6-9-4 1-0-0 1-5-0 <br /> ti Repair Condition:web from joint 9 to joint 2 is a damaged section. <br /> Repair Condition:web has 0-1-0 long break centered at 1.0-0 above joint 8. 5s Sere=1:56.5 <br /> 5,6 .; 2 3 <br /> O , l,, <br /> h 24"X36" <br /> 14.00 12 <br /> i <br /> I d I d <br /> il1 <br /> 1 16"X30" 6.00 12 <br /> 4 Sx12' <br /> ii <br /> a 16 <br /> tt 4. <br /> t . s <br /> ' O 4 - qq <br /> 1. <br /> -__ .-- <br /> a _ _ <br /> "4 d <br /> 10 9 6 7 - <br /> 3x4 <br /> - 1.3x4 H 3x10 Is <br /> 2' 3x4 ==. 1.5x4 iI <br /> 1 <br /> . ATTACH 1/7 PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32116 EXP 1) <br /> TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAR.S PER THE FOLLOWING NAIL SCHEDULE: INSTALL 2 X 4 SPF/DF/SP NO.2 <br /> A 2 X 3'S-2 ROWS,2 X 4'S-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED Q 4"O.C. i CUT TO FIT TIGHT. <br /> NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE t" ' <br /> FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER ENO DISTANCE. <br /> 7-9.4 .9.1-12. 15-11-0 16-11-0 <br /> 7.9.4 1.4.7 6-9-4 1-0.0 <br /> Plate Offsets(X,V)- 12:0.2-11,Edge),[3:0.2-11,Edgey[4:0-6-0,0-2-41,[5:0.3.8,Edge) <br /> kl LOADING (Psi) SPACING- 2-0-0 CSL DEFL. in (hoc) Udell Lid PLATES GRIP <br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.21 1-9 >969 240 MT20 197/144 <br /> 11 TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.37 1-9 >548 180 <br /> BCLL 0-0 • Rep Stress Incr YES WB 0.84 Horz(TL) 0.02 5 n/a n/a <br /> Ii BCOL 10.0 Code MNSRC2015ITPI2007 Matrix-S Weight:81 Ib FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 SPF No.2`Except TOP CHORD Structural wood sheathing directly applied,except <br /> 1-2:2x6 SPF 1650E 1.5E 2.0-0 oc purlins(6-0-0 max-):2-3. <br /> ' BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> WEBS 2x3 SPF No.2 WEBS 1 Row at midpt 2-9,3-8 <br /> SLIDER Right 2x6 SPF 1650F 1.5E 1-0-15 <br /> REACTIONS. (lb/size) 1=912/0-5-8,5=1051/0-3-8 <br /> Max Horz 1=-150(LC 4) <br /> III <br /> i FORCES. (tib)-Max.Comp./Max.Ten.-All forces 250(lb)or loss except when shown. <br /> 11 TOP CHORD 1-2=-894/20,2-3=-452/53,3-4=-936f28,4-5=-1375/0 <br /> 3` BOT CHORD 1-9=0/474,8-9=0/475,7.8=0/1051,5-7=0/1051 <br /> EWEBS 2.9=-84/327.3.8=-31/296,4.8=-675/140,4-7=-9/284 <br /> NOTES <br /> 1)Repair Condition:web from joint 9 to joint 2 is a damaged section. <br /> 2)Repair Condition:web has 0-1-0 long break centered at 1-0-0 above joint 8. <br /> 3)NIA <br /> TI 4)Unbalanced roof live loads have been considered for this design. I Hereby cenify that this plan,quid- <br /> -.. 5)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCOL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; ficalion,or report was prepared by <br /> MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed:Lumber DOL=1.60 plate grip DOL=1.60 ma or under my direct supervision <br /> 6)Provide adequate drainage to prevent water ponding. and that I am a duty Licensed Pro- <br /> 7)This truss has been designed for a 10.0 pet bottom chord live load nanconcurrent with any other live loads. fe"^ ngineer under laws <br /> II 8)•This truss has been designed fora live load <br /> of 20.0psf on the bottom chord in alla areas where a rectangle 3-6-0 tall by 2-0-0 wide of State of Mi eaot. <br /> will fit between the bottom chord and any other members,with BCA-=10.0psf. <br /> 9)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. <br /> STEVEN E.FOX <br /> s <br /> s <br /> DATE REG.[40.21980 <br /> January 23,2018 <br /> a WHOM°•nen IxY/n p .eve ant MAD NOTES ON res AID INCLUDED WEN NEF'EAfNCE PAGE e04473 rev.10e12e15 SEM*USE. <br /> 4.1 Design vasd for rue only with lATekr connectors.This design is based only upon parameters allownand is for an individual buildup component.notIll' <br /> 1.1 a truss system Before me.the budding designer must verity the applicability of design perimeters and properly incorporate this design into the overall M <br /> q budding design Bracing indicated ie to prevent budding of individual truss web armor Motif members only. daona txs yl temporary and permanent aong ■ <br /> iTe k' <br /> is s required for gantrygantryend to prevent collapse with possible personal injury and properly damage. For general guidance regaMntg the <br /> ; gyrosy <br /> ~ fabrication,storagedelivery,erection and bracing of trusses end truss systems,see AAIag(ms Onlay *Dian and 5l ales coesperwnt 16023 Sr/ngly Ridge Rd <br /> Sakti MtMrwation evadable from Truss Plate Institute.218 N Lee Street,Suds 312,Alexandiia.VA 22314. Chesterfield MO 63017 <br />