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Job, Truss Truss Type Qty Ply HENDEL CONSTRUCTION LLC LMB
<br /> 131915388
<br /> 98962 A4 ROOF TRUSS 2 4OF4
<br /> Job Reference(optional)
<br /> Scherer Brothers Truss Division, Albertville,MN 55301 8.030 s Aug 11 2017 MiTek Industries,Inc. Thu Dec 14 10:12:51 2017 Page 1
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<br /> 25-11-0
<br /> 2-11-13 1 8-5-8 110-11-13 I 16-11-3 1 19-5-8 I 23-0-0 1 25-8-8 1127-4-0I
<br /> 2-11-13 5-5-11 2-6-5 5-11-7 2-6-5 3-6-8 2-8-8 0-2-8
<br /> \\ 1-5-0 Scale=1:72.0
<br /> 6x8// 66x5
<br /> 1/2"X 12"NOTCH AT JOINT 25 5
<br /> SEE SHEET I OF 4 F0-REPAIR DETAIL 3x6 =
<br /> `i �, 3x6=
<br /> 4
<br /> 7
<br /> 14.00 12 2x6 28 26 ' 29 2x6 11
<br /> 3 4x6 II 830
<br /> 10x10 \\
<br /> I
<br /> 9
<br /> d , 31 d
<br /> `.1.1 N
<br /> 6x8 = 6x8 MT18HS =
<br /> 6x6 = 32
<br /> 111-0-0
<br /> _ wa: 1‘111:7141111111 141111M11111 411111111
<br /> 10
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<br /> 25 24 23 21 19 16 3x4 = 13 12 11
<br /> 2.5x4 II 6x10 = 3x8 3x4 = 3x4 = 3x4= 4x8= 2x6 II
<br /> 3x4= 3x4 =
<br /> 1 2-11-13 8-5-8 10-7-4 1 12-11-8 114-11-8 17-3-12 19-5-8 1 23-0-0 1 25-11-0 1
<br /> 2-11-13 5-5-11 2-1-12 2-4-4 2-0-0 2-4-4 2-1-12 3-6-8 2-11-0
<br /> Plate Offsets(X,Y)— [1:0-1-8,0-2-8],[5:0-2-11,Edge],[6:0-2-11,Edge],[10:Edge,0-2-4],[11:0-3-4,0-1-0],[12:0-1-12,0-2-0],[14:0-5-8,Edge],[22:0-5-8,0-1-12],[24:0-4-12
<br /> ,0-2-121,[25:Edge,0-1-41,126:0-3-0,0-1-12]
<br /> LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP
<br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.13 19-23 >999 240 MT20 197/144
<br /> TCDL 10.0 Lumber DOL 1.15 BC 0.67 Vert(TL) -0.28 19-23 >999 180 MT18HS 197/144
<br /> BCLL 0.0 * Rep Stress Incr NO WB 0.68 Horz(TL) 0.06 11 n/a n/a
<br /> BCDL 10.0 Code MNSRC2015ITPI2007 Matrix-MP Attic -0.04 14-22 3427 360 Weight:404 lb FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x8 SP 2400F 2.0E*Except TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins,
<br /> 1-2:2x6 SPF 1650F 1.5E,9-10,5-6:2x4 SPF No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2,5-6.
<br /> BOT CHORD 2x4 SPF No.2*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> 11-21:2x4 SPF 1650F 1.5E JOINTS 1 Brace at Jt(s):1,18,20,17,15,26
<br /> WEBS 2x3 SPF No.2*Except*
<br /> 1-24:2x4 SPF 1650F 1.5E,3-23,8-13:2x4 SPF No.2
<br /> 4-7:2x6 SPF 1650F 1.5E
<br /> REACTIONS. (lb/size) 25=4669/0-5-0,11=5326/0-5-8
<br /> Max Horz 25=103(LC 4)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
<br /> TOP CHORD 1-25=-4625/0,1-2=-6186/0,2-3=-5755/0,3-4=-3571/0,4-5=-538/75,6-7=-580/78,
<br /> 7-8=-3822/0,8-9=-5625/0,9-10=-5411/0,10-11=-5303/0,5-6=-893/107
<br /> BOT CHORD 23-24=0/4222,19-23=0/4030,16-19=0/3728,13-16=0/3010,12-13=0/2477,
<br /> 20-22=-1051/0,18-20=-547/0,17-18=-547/0,15-17=-547/0,14-15=0/1118
<br /> WEBS 1-24=0/7628,2-24=-4938/0,3-22=0/1224,13-14=0/511,8-14=0/1714,20-23=-62/451,
<br /> 19-20=-525/12,16-17=-323/0,15-16=0/901,13-15=-951/0,22-24=0/1943,2-22=-2793/0,
<br /> 12-14=0/1441,9-14=-610/7,4-26=-3886/0,7-26=-3649/0,5-26=0/1702,6-26=0/1384,
<br /> 9-12=-1776/0,10-12=0/3519
<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,2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc,
<br /> 2x4-1 row at 0-7-0 oc. I Hereby certify that this plan,speci- '
<br /> Bottom chords connected as follows: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,2x6-2 rows staggered 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 E tin-•r u der t laws
<br /> 3)Unbalanced roof live loads have been considered for this design. of the St- o in o .
<br /> 4)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;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. JOHN L.GALINSKI
<br /> 6)All plates are MT20 plates unless otherwise indicated.
<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 20.0psf 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. DATE REG.NO.42580
<br /> 9)Ceiling dead load(5.0 psf)on member(s).2-3,3-4,7-8,4-26,7-26; Wall dead load(3.0psf)on member(s).3-22,8-14
<br /> 10) Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.20-22,18-20,17-18,15-17, December 15,2017
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<br /> N/NG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
<br /> .
<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 ANSIITPII 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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