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<br /> Job Truss Truss Type aty Ply HOMES BY LEGACY LMB
<br /> 126715063
<br /> •96168 CS- ATTIC GIRDER 1
<br /> 4 Job Reference tional
<br /> Scherer Brothers Truss Division, Albertvilk,MN 55301 7.640 s Sep 29 2015 MiTek IndusVies,Ina Tue May 10 08:50:21 2016 Page 1
<br /> ID:L?IwKCP09fx)(kqf5Z6xN WkzRXnF�PbXUTcxu 1 CCj5liuAeEStzcANam 1 L1 wPw1 ikszHyL W
<br /> 13-11-14 24-5-0
<br /> -7-11-0 7-10-8 11-9-8 1 -11- 1&1-0 22-2-2 2 11 30-6� 36-2-0 38-1-0
<br /> 1-17-0 740-8 3-71-0 -1-10 41-2 4-1-2 93 fai♦ 5-7-12 1-71-0
<br /> 1-0-13 �-S>> Scale=1:69.6
<br /> 8x8 =
<br /> 3� 8x8=
<br /> 3x8 = 6 � 8
<br /> 5x8 =
<br /> 4x12 I I
<br /> g g 3x12 I I
<br /> 4 10
<br /> 19 20
<br /> 4x5 G Sx5 II 4x5 I I 8.00�
<br /> 3
<br /> 4x5� N
<br /> e �� �
<br /> �
<br /> 2 12-2-0 12
<br /> � , ,3 I�
<br /> N
<br /> 6a8 — 18 2t 17 16 15 14 Sx8 =
<br /> 2x8 II �pX�y - 6x12 MT18HS= 10x10 = 3x8 II
<br /> 7-10-8 11-9-8 245-0 30-Ca4 3fi-2-0
<br /> 7-10.8 3-11-0 12-7-8 6-1-4 57-12
<br /> Plate Offsets(X,Y)— [3:0-1-12,42-0],[4:a8-8,0-2-0],�s:a�-�o,aao�,�s:ass,a�-�z�,��:a2-i2,o-�-a�,�e:as-s,a�-�z�,�s:o-a-o,a�-i2�,��o:aiai,aae�,��a:as-o,o-i-s�,
<br /> ns:o-s-o.a�-oi.rira�-a a�-iz�.ns:as-o o-i-o� r�s�az-o a2-s�.�2o az-o az-o�
<br /> LOADING(ps� $PACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
<br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.20 17 >999 240 MT20 137/130
<br /> TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(TL) -0.36 17 >999 180 MT18HS 244/190
<br /> BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.07 12 n/a n/a
<br /> BCDL 10.0 Code MNSRC2D15/TPI2007 (Matrix) Attic -0.13 15-17 1209 360 Weight:1510 Ib FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x10 SP 2400F 2.OE'ExcepY TOP CHORD Structural wood sheathing diredly applied or 6-0-0 oc purlins,except
<br /> 6-8:2x4 SPF No.2,1-6:1.SX9.25 LP LVL 2850Fb 2.OE 2-0-0 oc puriins(6-0-0 max.):6-8.
<br /> BOT CHORD 2x10 SP 24�OF 2.OE BOT CHORD Rigid ceiling directty applied or 10-0-0 oc bracing.
<br /> WEBS 2x4 SPF No.2'Except'
<br /> 417,10.15:2x6 SPF 1650F 1.5E,5-9:2x4 SPF 1650F 1.5E
<br /> REACTIONS. (Ib/size) 2=12198/0-58,12=12854/0-5-8
<br /> Max Horz 2=164(LC 6)
<br /> Max Grav 2=12198(LC 1),12=13348(LC 31)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 8-9=1128/646,9-10=-12069/0,10-11=17409/0,11-12=20823/0,fr7=-2807/135,
<br /> 7-8=77/2786,2-3=19734/0,3-4=-17935/0,45=11836/0,5-G=2815/26
<br /> BOT CHORD 2-18=0/15839,18-21=0/15870,1 7-21=0/1 58 70,16-17=0/14075,15-16=0/14075,
<br /> 1415=0/16632,12-14=0/16572
<br /> WEBS 3-18=551/2750,317=-4247/218,417=0/11429,10-15=0/9154,11-15=3658/303,
<br /> 11-14=67/3831,519=13885/0,19-20=13529/0,9-20=16184/0,619=64/2133,
<br /> 8-20=0/3401,7-19=-670/2636,7-20=3456/163
<br /> NOTES-
<br /> 1)4ply truss to be conneded together with 10d(0.131"x3")nails as follows:
<br /> Top chords conneded as foNows:2x10-2 rows staggered at 0.7-0 oc,2x4-1 row at 0-9-0 oc.
<br /> Bottom chords connected as follows:2x10-4 rows staggered at 0-4-0 oc.
<br /> Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 11-14 2x4-2 rows staggered at 0-40 oc,member r9 2x4-1 row
<br /> at 0-4-0 oc,2x6-3 rows staqgered at 0-4-0 oc,Except member 10.15 2x6-3 rows staggered at 0-5-0 oc. I Hereby certrty that this plan,speci•
<br /> Attach BC w/1/2"diam.bofls(ASTM A-307)in the center of the member w/washers at 40-0 oc. fication,w report was prepared by
<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 ply me or undN my dinet s�»rvispn
<br /> connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. and that I am a duly Liuns�d Pro-
<br /> 3)Unbalanced roof live loads have been considered for this design. hssional E • undor th� laws
<br /> 4)Wind:ASCE 7-10;VuIt=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; of tM Stat� M' sota.
<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. JUAN GARCW
<br /> 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live bads.
<br /> 8)Ceiling dead load(5.0 ps�on member(s).9-10,5-19,19-20,9-20,45; Wall dead load(S.Ops�on member(s).417,10-15
<br /> 9)Bottom chord live load(40.0 ps�and additional bottom chord dead load(5.0 ps�applied only to room.15-17
<br /> 10)Magnitude of user added load(s)on this truss have been applied unifortnly across all gravity load cases wRh no adjustments. DATE REG.NO.41469
<br /> 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
<br /> Continued on page 2 M8y 10,2016
<br /> AWARNING-WrNy dws7yn parametws�nd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47I79 nv.f0/OJ/I01 S BEFORE USE. I ���
<br /> Design volid for use only with MRek�connectors.This design is based only upon parameters shown,ond is for an individual building component,not
<br /> a iruss sys}em.Before use,ihe b�ilding designer m�st verily fhe applicability of design poramefers and p�operFy incorporate ihis design into}he overall
<br /> building design. B�acing indicafed is fo prevent buckling of individual irUss web and/or chord members only.Additional temporary ond permanent b�acing M iTe k�
<br /> is aM1vays required for stability and to prevent collppse with possible personal injury and property damage. For general guidance regarding}he
<br /> fabncation,s}wage,delivery,eiection and braciqg of}rvsses and iruss systems,see ANSI/fPll QuoWy Cdleda,DS!-89 ond lCSI 6uldiny Compon�nl 16023 Swingley Ridge Rd
<br /> Salefy InlormaHon available han Truss Plate Institl.ite.21 B N.Lee Sireet,Suite 312,Alexandria,VA 22314. ChesterfieW,MO 63017
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