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Job, Truss Truss Type Qty Ply HENDEL CONSTRUCTION LLC LMB
<br /> 3 UNITS YF 131915385
<br /> 98962 Al ROOF TRUSS 1
<br /> Job Reference(optional) 1 OF 4
<br /> Scherer Brothers Truss Division, Albertville,MN 55301 8.030 s Aug 11 2017 MiTek Industries,Inc. Thu Dec 14 10:12:44 2017 Page 1
<br /> ID:kzoknrf2AmUSWwlsfLrRBlzourb-Vaf ROkuxggLEHeeOff6j7YdhmUYIW_OLjhXoy94Y1
<br /> 27-4-0
<br /> 1 2-11-13 1 8-5-8 9-11-0 I 13 11 8 17-11-1z 119 5 8 24-11-0 2p-11-Cf 1
<br /> 2-11-13 5-5-11 1-5-12 4-0-0 4-0-4 15-12 5-5-8 1-0-0 1-5-0
<br /> 1/2"X 12"NOTCH AT JOINT 25 4x6= 6x8 = Scale=1:68.3
<br /> 6x8= 1.5x4 I I
<br /> LUMBER AND CONNECTOR PLATES(SHOWN DASHED)TO BE 5 - 6 7 84
<br /> x6
<br /> CUT CLEANLY ANDA URATELY AND THE REMAINING PLATE(S) - r
<br /> MUST BE FULLY EMB=DDED AND UNDISTURBED. 4 ,���.-.: .
<br /> �"
<br /> 3x10 II
<br /> 14.00 3 9
<br /> 3x10 II
<br /> INSTALL(2 PLY)•X 4 SPF/DF/SP NO.2
<br /> 12
<br /> CUT TO FIT TIG .ATTACH PLIES HATH ONE
<br /> ROW OF(0.131 X<")NAILS SPACED 9"O.C.
<br /> TRIM CORNER O-NEW MEMBER TO AVOID
<br /> DAMAGE TO EXIS ING CONNECTOR PLATES. W�q
<br /> d
<br /> 6x8 = d
<br /> 8.00 112
<br /> 5x8= hillik 10 10x10 ��
<br /> 1 1111 5x5=
<br /> ..1. ii+ 11
<br /> ;it
<br /> - A��I _. -_
<br /> 41...04N2
<br /> II- _ 1�EI% r �rC r"
<br /> 27 28 29 30 311 32 33 4x10 35 36 37 38
<br /> 25 24 23 20 16 15 14,13
<br /> 2.5x4 II 5x6 = 1 5x4 II 1.5x4 II 2x6 II
<br /> 5x10 = 2x8 11 3x6= 2x6 II
<br /> * ATTACH<2 LAYERS>3/4"PLYWOOD OR OSB GUSSET(23/32"RATED SHEATHING 48/24 EXP 1) 10x10=
<br /> TO EACH FACE OF TRUSS WITH(0.131"X 3.0")NAILS PER THE FOLLOWING NAIL SCHEDULE:
<br /> * 2 X 3'S-2 ROWS,2 X 4'S-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED 3"O.C.
<br /> • * + USE 2"MEMBER END DISTANCE.GLUE PLYWOOD LAYERS TOGETHER PRIOR TO ATTACHING TO TRUSS.
<br /> 14-11-8
<br /> 1 3-6-5 1 8-5-8 19-11-0 1 12-11-8 1'3-114 1 17-11-12 119-5-8 I 24-11-0 2(11-9
<br /> 3-6-5 4-11-3 1-5-12 3-0-4 1 0-0-60 3-64 1 5-12 5-5-8 X1-0-0
<br /> Plate Offsets(X,Y)- [l:Edge,0-2-0],[2:0-3-8,0-3-0],[3:0-7-5,0-1-0],[4:0-3-0,0-1-12],[8:0-3-0,0-1-12],[9:0-5-0,0-0-4],[10:0-5-0,0-3-0],[11:0-2-8,0-1-0],[13:0-3-8,0-1-0],
<br /> 115:0-4-4,0-1-01,116:0-2-8,0-2-0],[17:0.7-0,0-2-12],[20:0-1-12,0-1-81,[22:0-3-8,0-2-121,123:0-4-12,0-1-0],[24:0-4-4,0-1-12],[25:Edge,0-1-4]
<br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP
<br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.22 20-23 >999 240 MT20 197/144
<br /> TCDL 10.0 Lumber DOL 1.15 BC 0.84 Vert(TL) -0.55 20-23 >560 180
<br /> BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(TL) 0.05 13 n/a n/a
<br /> BCDL 10.0 Code MNSRC2015/TPI2007 Matrix-MP Attic -0.10 17-22 1376 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(4-4-9 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=5354/0-5-0,13=5709/0-5-8
<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=-5090/0,1-2=-7167/0,2-3=-5749/0,3-4=-2653/0,4-5=0/1943,5-6=0/3252,
<br /> 6-7=0/3252,7-8=0/2187,8-9=-2704/0,9-10=-5542/0,10-11=-2539/0,11-13=-5998/0
<br /> BOT CHORD 23-24=0/5774,20-23=0/5582,16-20=0/8387,15-16=-4/2222,14-15=0/2409,
<br /> 19-22=-4998/0,18-19=-4998/0,17-18=-4998/0
<br /> WEBS 1-24=0/8709,2-24=-4248/0,10-14=-3284/0,11-14=0/4800,22-23=0/1749,3-22=0/3813,
<br /> 15-17=0/1643,9-17=0/3529,4-26=-6522/0,8-26=-6954/0,5-26=-702/455,6-26=-507/11,
<br /> 7-26=-568/615,22-24=0/1407,14-17=-273/290,19-20=-302/77,16-18=-452/0,
<br /> 20-22=0/3619,16-17=0/6921,2-22=3610/0,10-17=0/1169
<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 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. I Hereby certify that this plan,speci-
<br /> Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc,2x4-1 row at 0-9-0 oc. fication,or report was prepared by
<br /> Webs connected as follows:2x4-1 row at 0-9-0 oc,2x3-1 row at 0-9-0 oc. me or under my direct supervision
<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 and that I am a duly Licensed Pro-
<br /> ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. fessional Engine r un a laws
<br /> 3)Unbalanced roof live loads have been considered for this design. of the Stat to
<br /> 4)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;
<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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. JOHN L.GALINSKI
<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
<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 DATE REG.NO.42580
<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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 15,2017
<br /> Snntinued nn nape 2
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<br /> imit
<br /> A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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,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 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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