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<br /> 2304210 Common Supported Gable 2 1---.-- .. . -_--.----- 8.530 s Aug 2 2023 MiTek Industries,Inc. Wed Aug 23 18:05:54 2023 Page 1
<br /> I0:Ylb l30Dl JzAFe pdzJJ DykOykvf 5-034 e9K Djq WO2jxt RCHT-rAYE KJoxo4fbb9V4 Dd ZykuGh
<br /> 2 0-0 ---- - -7 7 - - -- 45_0-0 1 -3 8 17-3-8
<br /> 2-0-0-----I - 7 -12 - - ------ ---_----- ---7-4-0 -------- - ...--D3-g ---2_0�- —i
<br /> Scale=1:34.7
<br /> 4x4—
<br /> 8
<br /> i
<br /> 6.00 12 I 10
<br /> 6 /
<br /> l
<br /> 2g 30
<br /> 4x4% 3 1 I. 13 4x4
<br /> 2 14
<br /> / I I
<br /> 1 F I r L
<br /> - I1lllll]
<br /> I
<br /> 28 27 26 25 24 23 22 21 20 19 18 17 t6
<br /> 3x4 3x4=
<br /> 16.3.8
<br /> -Plate Offsets-(X,Y)- [2:0-1-0,0-1-121, 1I 4:0-1_0,0-1-121
<br /> LOADING (psf) I SPACING. 2-0-0 CSf. DEFL, in (too) Udell L/d PLATES GRIP
<br /> TCLL 25A Plate Grip DOL 1.15 TC 0.70 Vert(LL) 0.02 15 n/r 120 MT20 220/195
<br /> (Roof Snow 25.0) Lumber DOL 1.15 8C 0.03 Vert CT -0.01 15 rift, 80
<br /> BC
<br /> DL 0.0 Rep Siress Incr NO WB 0.07 Horz(CT) 0.00 16 nla n/a
<br /> Code IBC20181TPi2014 Matrix-SH
<br /> BCDL 10.0 Weight:97 lb FT=10%
<br /> LUMBER- BRACING•
<br /> TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 Do purlins,
<br /> BOT CHORD 2x4 DF No.2 except and verticals.
<br /> WEBS 2x4 DF No.2 BOT CHORD Rigid Gelling directly applied or 6-0-0 oc bracing.
<br /> OTHERS 2x4 DF No.2
<br /> REACTIONS. All bearings 15-3-8.
<br /> (lb)- Max Horz 28=-95(LC 12)
<br /> Max Uplift All uplift 100lb or less at joints)23,24,25,26,21,20,19,18 except 28=-131(LC 10),16=-106(LC
<br /> 11),27=-268(LC 20),17=-268(LC 20)
<br /> Max Grav Aft reactions 250 Ib or less at jofnl(s)22,24,25,26,27,20,19.18.17 except 28=589(LC 20),
<br /> 16=589(LC 20),23=251(LC 21),21=251(LC 22)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
<br /> TOP CHORD 2-28=-5991363,14-16=-599f349
<br /> WEBS 3-27=-131/264,13-17=-131/264
<br /> NOTES-
<br /> 1)Wind:ASCE 7-16,Vult=110mph(3-second gust)Vasd=87mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.11;Exp C;Enclosed;
<br /> MWFRS(envelope)gable end zone and C-C Comer(3E)-2-0-0 to 1-7-3.Exterior(2N)1-7-3 to 7-7-12,Comer(3R)7-7A2 to 11-2-15,
<br /> Extedor(2N)11-2-15 to 17-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and
<br /> forces&MWFRS for reactions shown:Lumber DOL=1.60 plate grip DOL=1.60
<br /> 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
<br /> Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-
<br /> 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ca=1.0;Cs=I.00;Ct=1.10
<br /> 4)Unbalanced snow loads have been considered for this design.
<br /> 5)This truss has been designed for greater of min roof live load of 18-0 psf or 2.00 times flat roof load of 25-0 psf on overhangs �TONIO
<br /> non-concurrent with other live loads. fir,
<br /> 6)All plates are 1.50 MT20 unless otherwise indicated, p5 > WA `rY
<br /> 7)Plates checked for a plus or minus 15 degree rotation about its center. G
<br /> 8)Gable requires continuous bottom chord bearing-
<br /> 9)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). — N
<br /> 10)Gable studs spaced at 1-4-0 oc.
<br /> 11)This truss has been designed for a 10,0 psf bottom Chord live load nonconcurrent with any other live loads.
<br /> 12)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-&0 tall by 2-0-0 wide ��i 49639 4 will fit between the bottom chord and any other members. O��� ST6R�� `„r4
<br /> 13)Provide mechanical Connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at feint(s)23,24,25,26, n1'S�
<br /> 21,20,19,18 except(jl=lb)28=131,16=106,27=268,17=268. SSIONAL��G
<br /> 14)This truss Is designed in accordance with the 2018 International Building Code Section 2306.1 and referenced standard ANSI/TPI
<br /> 1.
<br /> 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). August 25,2023
<br /> Continued on DaGe 2
<br /> ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.rr21`2023 BEFORE USE. r
<br /> neslgn valid for use only with M-Tek&connectors.This design is based ony upon parameters slwxn,and Is for an VeMduaf buildng oomponanL not MiTek"
<br /> a truss system.Before use,the buing designer must verify the aWicabrily,of design parameters and property Incorporate Ws design into the overall
<br /> buidag design-Bracing Indicated is to proventbuckling of individual truss web and+or chord members onty.Ad611onal temporary end permanent bracing
<br /> is a""required for stabiity and to prevent collapse mth possitAe personal injury and property,damage.For general guidance regarding the 400 Sunrise Ave.,Suite 270
<br /> fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria and USO.22 availallo from Truss Plate Instihde lwuw.tpnsl org) Roseville.CA 95661
<br /> and SCSI Uuilding Component Safety Information available from the Structural Building Component Association(wnwsbcscomfxmrds.com) 916.755.3511/Mok•US.com
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