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Job, Truss Truss Type Qty Ply HENDEL CONSTRUCTION LLC LMB
<br /> 131915386
<br /> 98962 A1A ROOF TRUSS 1 a
<br /> L Job Reference(optional) 2 of a
<br /> Scherer Brothers Truss Division, Albertville,MN 55301 8.030 s Aug 11 2017 MiTek Industries,Inc. Thu Dec 14 10:12:47 2017 Page 1
<br /> 1 D:kzoknrf2AmUS Ww1 sfLrRB1 zourb-v9K74PmnEI2w5IMD4nCpLmA8dzVXVsdQ5JyL87y94Y_
<br /> 27-4-0
<br /> 1 z-11-13 1 8-5-8 1s-11-4 1 13-11-8 I 17-11-12 119-5-8 1 24-11-0 2�11-�
<br /> 2-11-13 5-5-11 1-5-12 4-0-4 4-04 1-5-12 5-58 1-0-0 1-5-0
<br /> 44= 6x8= Scale=1:68.3
<br /> 6x8= 1.5x4
<br /> 1/2"X 12"NOTCH AT JOINT 25
<br /> 4x6 =
<br /> SEE SHEET 1 OF 4 FOR REPAIR DETAIL 5 _ 6 _ 7 8
<br /> 3x10 I I r-aIry
<br /> 3x10 II
<br /> 14.00 12 3 9
<br /> •
<br /> •
<br /> m
<br /> 6x8= 8.00 12 0
<br /> 5x8= 10 10x10 ,,
<br /> 1 5x5
<br /> ..,-..1.. .......
<br /> rr
<br /> I . _ -`I'% 12 11.1
<br /> ..... 1111111. 1. i 181 - 1raig1441111 ..-• 11
<br /> : git.. ....1 ••'; immiEl, E.--[3:=Eim -A.I.F.Ammi -Ati 6 05:
<br /> 25 27 28 24 29 30 23 3421 32 20 33 16 34 35 15 36 37 38 14,13
<br /> 2x6 II 5x6 = 1.5x4 2x6 II
<br /> 6x10 = 2x8 3x6= 2x6 I I
<br /> 4x10 = 10x10 =
<br /> 1411.1x4 I
<br /> 1 3-6-5 1 8-5-8 19-114 1 12-11-8 1P-11� 17-11-12 119-5-8 1 24-11-0 2151-:x
<br /> 3-6-5 4-11-3 15-12 304 -0-0 47-0 3-0-4 15-12 5-5-8
<br /> Plate Offsets(X,Y)- [1:Edge,0-1-12],[2:0-3-4,0-2-12],[3:0-7-13,0-0-12],[4:0-3-0,0-1-12],[8:0-3-0,0-1-12],[9:0-7-5,0-1-0],[10:0-5-0,0-3-0],[11:0-2-4,0-1-0],[13:0-3-8,0-1-0],
<br /> 115:0-4-4,0-1-01,116:0-2-8,0-2-01,117:0-7-0,0-2-121,120:0-2-0,0-1-81,122:0-3-8,0-2-121,123:0-4-12,0-1-01,124:0-4-4,0-2-81,125:0-3-4,0-1-01
<br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
<br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.24 20-23 >999 240 MT20 197/144
<br /> TCDL 10.0 Lumber DOL 1.15 BC 0.88 Vert(TL) -0.58 20-23 >534 180
<br /> BCLL 0.0 * Rep Stress Ina NO WB 0.89 Horz(TL) 0.06 13 n/a n/a
<br /> BCDL 10.0 Code MNSRC2015/TP12007 Matrix-MP Attic -0.10 17-22 1305 360 Weight:429 lb FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
<br /> 2-5,7-10:2x8 SP 2400F 2.0E except end verticals,and 2-0-0 oc purlins(4-1-5 max.):1-2,5-7.
<br /> BOT CHORD 2x6 SPF 1650F 1.5E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> 17-22:2x4 SPF 2400F 2.0E JOINTS 1 Brace at Jt(s):1,26,19,18
<br /> WEBS 2x3 SPF No.2*Except*
<br /> 1-24:2x4 SPF 1650F 1.5E,3-23,9-15,4-8,16-17:2x4 SPF No.2
<br /> REACTIONS. (lb/size) 25=6138/0-5-0,13=5767/0-5-8
<br /> Max Horz 25=-194(LC 4)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 1-25=-5590/0,1-2=-7893/0,2-3=-5864/0,3-4=-2689/0,4-5=0/1960,5-6=0/3322,
<br /> 6-7=0/3322,7-8=0/2271,8-9=-2755/0,9-10=-5640/0,10-11=-2562/0,11-13=-6052/0
<br /> BOT CHORD 23-24=0/6267,20-23=0/6076,16-20=0/8606,15-16=-27/2135,14-15=-15/2321,
<br /> 19-22=-5092/0,18-19=-5092/0,17-18=-5092/0
<br /> WEBS 1-24=0/9591,2-24=-4219/0,10-14=-3353/0,11-14=0/4845,22-23=0/1742,3-22=0/3920,
<br /> 15-17=0/1606,9-17=0/3594,4-26=-6601/0,8-26=-7151/0,22-24=0/1649,2-22=-4287/0,
<br /> 14-17=-178/404,10-17=0/1212,6-26=-511/11,5-26=-712/354,7-26=-558/639,
<br /> 19-20=-277/112,16-18=-476/0,20-22=0/3438,16-17=0/7238
<br /> NOTES-
<br /> 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
<br /> Top chords connected as follows:2x3-1 row at 0-7-0 oc,2x4-1 row at 0-7-0 oc,2x8-2 rows staggered at 0-9-0 oc.
<br /> Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc,2x4-1 row at 0-9-0 oc.
<br /> Webs connected as follows:2x4-1 row at 0-9-0 oc,2x3-1 row at 0-9-0 oc. I Hereby certify that this plan,speci-
<br /> 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to fication,or report was prepared by
<br /> ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. me or under my direct supervision
<br /> 3)Unbalanced roof live loads have been considered for this design. and that I am a duly Licensed Pro-
<br /> 4)Wtnd:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; fessional gin r and rt I s
<br /> MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 of the innes a.
<br /> 5)Provide adequate drainage to prevent water ponding.
<br /> 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide JOHN L.GALINSKI
<br /> will fit between the bottom chord and any other members.
<br /> 8)Ceiling dead load(5.0 psf)on member(s).2-3,3-4,8-9,9-10,4-26,8-26; Wall dead load(3.0psf)on member(s).3-22,9-17
<br /> 9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.19-22,18-19,17-18
<br /> 10) Magnitude of user added load(s)on this truss have been applied uniformly across all gravity load cases with no adjustments. DATE REG.NO.42580
<br /> 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
<br /> December 15,2017
<br /> ':ontimled on ohne 2
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<br /> 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. III
<br /> Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
<br /> a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
<br /> building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
<br /> is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
<br /> fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd
<br /> Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017
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