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MiTeW
MiTek USA, Inc.
250 Klug Cirde
Corona,CA 92880
951-245-9525
Re: 2835974
WEEKLEY HOMES-TH B460 A LOT 1 ROOF
The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision
based on the parameters provided by Builders FirstSource(Beaverton,OR).
Pages or sheets covered by this seal: K10746752 thru K10746765
My license renewal date for the state of Oregon is December 31,2022.
li1/4t0 PROFESS
9
97587PE r
NSA OREGON o`1'
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GSrIN RE,N
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November 30,2021
Reinmuth,Dustin
IMPORTANT NOTE:The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s)identified and that the
designs comply with ANSI/TPI 1 These designs are based upon parameters
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only,and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSUfPI 1,Chapter 2.
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Job 'Truss Truss Type Oty Ply WEEKLEY HOMES-TH B460 A LOT 1 ROOF
K10746752
2835974 A01 GABLE 1 1
Job Reference(optional)
ProBuid West(Closed), Beaverton,OR-97005, 8.430s Aug 16 2021 IIITTek Industries,Inc. Mon Nov 29 14:47:39 2021 Page 1
ID:WQICy5gy9RVA•A(2WQoT7DzwNsN-6?5UDzszYOL1FYsPMZB?VlPIw9EyyMN1teF3DyE101
1-0- 22-6-0 43-8-6i-0 22-6-0 I 21-2-6 I
Scale=1:71.7
3x6=
STRUCTURAL PROVISIONS FOR APPLICATION OF SHEATHING MATERIAL
SHALL BE DESIGNED BY QUALIFIED BUILDING DESIGNER.
5.00 F1Y 18
Sheet Front ��sr.,►.
Full Sheathing 15 *****�„17 18
1 Ply 7/16"4x9 OSB 14 /�/
I�
%0 %i.0 f'
..0.1 .0/� /��.V*ice . 57
3x6 5 13 �� % % % ***i*. 19
12 l� �� •may.* 20 3x6
1011 or 0� /�/ /�/� ►I,0-** 21 22
7 r / / / / / / / / �0• / I'I **r 25
3x4 5���� ��%�%���% ��% 0 0 /�/�1�/�/�/� or•
**** 28
�31 !rr 1 AO A#%//.#A#�#40�%�o %A! IAAAl A /.g 41 /4,1 A$A ,S 00 / 00000r) 1�
/17///i/.Y//IIrI//�I//Of%//J/H-H/-%//-%/It' /('O% �I//'" L�//I//a iI L///LJ//L1//Ll/ILl//a!/ILl//IJ///iI//� 1.1
ct ,.K.K4:A:•_a•:r _eQk•e•.* .r .w...can.-•..*.---•.K:_•..,•.•:-_c..w.K.K K.KvA_r.__•_v..-._•-:•.... •A.r.e..NKAK._...K.A_K•AK•Nc.-•-w•.om4. m_vwr• •.N.K i_.•.• wos-.:K.K•:w•:rwdcm_•_c.
3x6 I I
54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30
3x6= 3x6=
43-8-6
4386
Plate Offsets(X,V)- [2:0-4-2,Edge],[16:0-3-0,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) I/de0 Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) 0.00 1 n/r 90 MT20 220/195
(Roof Snow 25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) 0.00 1 n/r 120
BCDL 0.0 Rep Stress Ina YES WB 0.45 Horz(CT) 0.01 30 n a n/a
BCDL 10.0 Code IBC2018/TPI2014 Matrix-S Weight:499 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,
BOT CHORD 2x4 DF No.i&Btr G except end verticals.
WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 OF Std G WEBS 1 Row at midpt 15-43,17-42
SLIDER Left 2x4 DF Std-G-1-6-6
REACTIONS. AU bearings 43-8-6_
(lb)- Max Horz 2=135(LC 12)
Max Uplift All uplift 100 lb or less at joints)46,48,49,50,51,52,53,54,39,
37,36,35,34,33 except 44=-107(LC 12),47=-116(LC 3),41=-121(LC 13),
38=-125(LC 4),31=192(LC 13)
Max Gray All reactions 250 lb or less at joint(s)2,48,49,50,51,52,53,54,37,
36,35,34,33,32,31 except 30=269(LC 25),43=314(LC 3),44=441(LC 3),
46=545(LC 3),42=313(LC 4),41=460(LC 20),39=563(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-4=-254/48 j
WEBS 14 44-371/182,1346=357l156,18-41=-397/182,19-39=380/156
NOTES-
1)Wnd:ASCE 7-16;Vult=l2omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL 3.opsf;h=25ft;Cat.II;Exp B;Enclosed;Gable QED PROFF
Roof;Common Truss;MWFRS(envelope)gable end zone and C-C Comer(3E)-1-0-0 to 2-0-0,Extenor(2N)2-0-0 to 19-6-0, '`. tSs
Comer(3R)19-6-0 to 25-6-0,Exterior(2N)25-6-0 to 40-6-10,Comer(3E)40-6-10 to 43-r10 zone;cantilever left and right exposed; CGS ,r1G NE-6) �02
end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip .9
DOL=1.60 97587PE 1-
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
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)TCLL.ASCE 7-16;Pf=25.0 psi(Lum DOL=1.15 Plate DOL=1_15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed far greater of min roof live load of 19.0 psi or 1.00 times flat roof load of 25.0 psf on overhangs REGON o
non-concurrent with other live loads. AT
6)All plates are 2x4 MT20 unless otherwise indicated. Q jit e
7)Gable requires continuous bottom chord bearing. G L.
s ``�'S,
8)Gable studs spaced at 1-4-0 oc. is V
9)This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 1I'V R El'
10)'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
will fit between the bottom chord and any other members,with BCDL=10.opsf. 't 11)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES: 12 31/2022
12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)46,48,49,50, November 30,202 1
51,52,53,54,39,37,36,35,34,33 except(jt=Ib)44=107,47=116,41=121,38=125,31=192.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek8 connectors.This design is based onty upon parameters shown,and is for an individuat budding component,not
a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing MiTe I.R'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the -
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSL'TPI1 Quality Criteria,08B-9 and BCSI Building Component 250 Klug Circle
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20801 Corona,CA 92880
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