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Job' ' Truss Truss Type Qty Ply HENDEL CONSTRUCTION LLC LMB
<br /> 132244368
<br /> 2205 G6-REPAIR PIGGYBACK BASE GIRDE 1
<br /> 2 Job Reference(optional) Scale:1/4"=1'
<br /> Scherer Brothers Truss Division,Albertville,MN 55301,. 8.030 s Aug 11 2017 MiTek Industries,Inc.Thu Jan 25 14:46:55 2018 Page 1
<br /> ID:gDDWhXA58dnXOajk8ifNjhyBPSN-vHgomUmerc8l RbOTyn5MZefxLgZychOVzkULkYzmT_
<br /> 4-5-15 8-7-11 f 14-11-8 (16-3-51 22-1-0 23-2-224-11-01
<br /> 4- 5-15 4-1-12 6-3-13 '1-3-13 5-9-11 1-1-2 1-8-14
<br /> REPAIR : RE-LOCATE LOAD AT JOINT 15 TO 14-6-0(LEFT EDGE OF BEAM) RIGHT OF JOINT 1, UP 1-1-12 FROM BOTTOM CHORD.
<br /> 1.5x4 H
<br /> 4 €31 _� Cii 5 6 5x10 MT18HS
<br /> 5x6 `%e �
<br /> 3x6// 3x8\\
<br /> 7
<br /> 1.5x4\\ 3 `' t,
<br /> 2 d
<br /> 4x6 \\
<br /> 8 '
<br /> 14.00 12 1,
<br /> N,i1
<br /> _� 94x6 \\
<br /> III 1
<br /> 3x4 // iii, fir,
<br /> 1 _-- 4 13 26 27 12 10 r
<br /> cp I i 5x8 = 10x10 = 7x5 �r I-y 1:1'1.1
<br /> Gr �. a
<br /> 24 25 15 5x5 11 28 0
<br /> 16 2-1-122x5 II 12.00112 5x6 O
<br /> 3x8— 3-0-0
<br /> ATTACH<2 LAYERS>3/4"PLYWOOD OR OSB GUSSET(23/32"RATED SHEATHING 48/24 EXP 1)
<br /> TO LOADED FACE OF TRUSS WITH USP WS45(0.25"X 4.5") SCREWS PER THE FOLLOWING NAIL SCHEDULE:
<br /> 2 X 3'S-1 ROWS,2 X 6'S-2 ROWS:SPACED 4"O.C.
<br /> ' ' ' USE 4"MEMBER END DISTANCE.GLUE PLYWOOD LAYERS TOGETHER PRIOR TO ATTACHING TO TRUSS.
<br /> 1 8-7-11 14-11-8 6-3-5 I 22-1-0 23-2-2124-11-0
<br /> 8-7-11 6-3-13 3-13 5-9-11 1-1-2 1-8-14
<br /> Plate Offsets(X,Y)— [1:0-1-15,0-1-8],[4:0-2-4,0-1-0],[6:0-3-9,Edge],[8:0-1-0,0-1-8],[9:0-3-0,0-1-8],[11:0-2-4,0-2-4],[12:0-2-12,0-3-4],[13:0-2-8,0-5-0],[14:0-3-4,0-2-8],
<br /> [15:0-4-8,0-1-0],[16:0-2-8,0-1-8]
<br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP
<br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.19 12-13 >999 240 MT20 197/144
<br /> TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(TL) -0.35 12-13 >845 180 MT18HS 197/144
<br /> BCLL 0.0 * Rep Stress lncr NO WB 0.83 Horz(TL) 0.15 10 n/a n/a
<br /> BCDL 10.0 Code MNSRC2015/TPI2007 Matrix-MS Weight:295 lb FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins,except
<br /> 6-7,7-10:2x4 SPF 1650F 1.5E 2-0-0 oc purlins(6-0-0 max.):4-6.
<br /> BOT CHORD 2x6 SPF 1650F 1.5E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
<br /> 5-15:2x3 SPF No.2,12-14:2x6 SP 2700F 2.2E 6-0-0 oc bracing:15-16.
<br /> WEBS 2x3 SPF No.2 1 Row at midpt 5-14
<br /> REACTIONS. (lb/size) 1=2905/Mechanical,10=6670/0-5-8 (min.0-5-4)
<br /> Max Horz 1=164(LC 5)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 1-2=-3564/0,2-3=-3332/0,3-4=-3196/0,4-5=-3472/0,5-6=-3476/0,6-7=-5446/0,
<br /> 7-8=5628/0,8-9=-10776/0,9-10=-7295/0
<br /> BOT CHORD 1-24=0/2231,24-25=0/2231,16-25=0/2231,14-15=0/1267,5-14=-502/67,13-14=0/3553,
<br /> 13-26=0/6993,26-27=0/6993,12-27=0/6993,11-12=0/6127,11-28=0/4476,10-28=0/4476
<br /> WEBS 2-16=-283/114,14-16=0/2135,4-14=0/2584,6-14=-575/536,6-13=0/4392,8-13=-3739/0,
<br /> NOTES-
<br /> 8-12=0/4826,9-12=0/3467,9-11=-4123/0 I Hereby certify that this plan,cpeci-
<br /> 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: fication,or report was prepared by
<br /> ion
<br /> Top chords connected as follows:2x4-1 row at 0-4-0 oc. andmor that I amr amdirect Licensed ePro-
<br /> BottomPchords connected as follows:2x6-2 rows staggered at 0-6-0 oc,2x3-1 row at 0-9-0 oc. I a duly Webs connected as follows:2x3-1 row at 0-9-0 oc,Except member 12-8 2x3-1 row at 0-6-0 oc. fessiona - -er under aw,
<br /> ofth: tate of Mir es• -.
<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 - /' /
<br /> ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. I "`�
<br /> 3)Unbalanced roof live loads have been considered for this design.
<br /> 4)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; STEVEN E.FOX
<br /> MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
<br /> 5)Provide adequate drainage to prevent water ponding.
<br /> 6)All plates are MT20 plates unless otherwise indicated. DATE REG.N0.21980
<br /> 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide January 25,2018
<br /> will fit between the bottom chord and any other members,with BCDL=10.Opsf.
<br /> t l.vnm MUM/un Payc c 1
<br /> A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
<br /> Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMN
<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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI 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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