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MiTek
MiTek USA, Inc.
250 Klug Circle
Corona, CA 92880
951-245-9525
Re: 21991
21991-Cuffel Addition
The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision
based on the parameters provided by Pacific Lumber&Truss Co..
Pages or sheets covered by this seal: K6885234 thru K6885234
My license renewal date for the state of Oregon is December 31,2019.
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November 7,2019
Baxter,David
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 ANSI/TPI 1,Chapter 2.
Job Truss Truss Type Qty Ply 21991-Cuffel Addition
K6885234
21991 A03 Common 5 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Nov 6 08:19:14 2019 Page 1
IO:TApvRZFMb8_SPfr3bLiddGzFsr5-3Wb4DThoGrymAkEDhZ041 GtDfNgAI4t6XG_reyLysR
[1-0-01 7-2-2 13-6-8 I 19-10-14 I 27-1-0 98-1-01
1-0-0 7-2-2 6-4-6 6-4-6 7-2-2 1-0-0
REPAIR:3/4"DIAMETER HOLE WAS DRILLED % APPLY 2 X 4 X 6'SPF/DF/HF NO.2 SCAB TO ONE FACE OF TRUSS Scale=1:47.4
THROUGH THE TRUSS. / CENTERED ON DAMAGE/SPLICE.ATTACH WITH(0.131"X 3")NAILS PER THE
FOLLOWING NAIL SCHEDULE:2 x 3'S-1 ROW, x 4'S-2 RO 2 x 6'S
AND LARGER-3 ROWS:SPACED @ 2"O.C. US R END DISTANCE.
4 4x6 =
4.70 12 19 LI 20
1.5x4 \\ 18 21 1.5x4 //
3 5
n
7
17 22
/u 3/4"Dia.hole
M-�1 2 6 7 _M
�7 �. EIS fiY/'_�/-•,,.w, /.���������-�1 ]fh
10 23 24 9 8 P
3x6 = 3x4 = 3x4 = 3x4 = 3x6 =
/ 6-0-0
I 9-4-0 I 17-9-0 I 27-1-0 1
9-4-0 8-5-1 9-4-0
Plate Offsets(X,Y)— [2:0-2-12,0-1-8],[3:0-0-0,0-0-0],[6:0-2-12,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ltd PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.16 8-10 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.50 10-16 >648 180
TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.09 6 n/a n/a
BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:106 lb FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing.
WEBS 2X4 DF Std G
REACTIONS. (lb/size) 6=1202/0-5-8,2=1202/0-5-8
Max Horz 2=110(LC 14)
Max Uplift 6=-285(LC 15),2=-285(LC 14)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2414/539,3-4=-2135/477,4-5=-2135/477,5-6=-2414/539
BOT CHORD 2-10=-525/2211,8-10=-221/1457,6-8=-418/2211
WEBS 4-8=-181/797,5-8=-554/305,4-10=-181/797,3-10=-554/305
NOTES-
1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-6-8,Exterior(2)13-6-8 to 16-6-8,
Interior(1)16-6-8 to 28-1-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 19.3 psf or 1.00 times flat roof load of 25.0 psf on overhangs ����� P R OF�str
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*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 �GJ NGiNEFn /O
will fit between the bottom chord and any other members,with BCDL=10.0psf. �G 9 2
7)A plate rating reduction of 20%has been applied for the green lumber members. �4 -y<
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8920®P E
6=285,2=285.
OP .<.9 ----- -
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/if OREGON t�
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EXPIRES: 12-31-2019
November 7,2019
1
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMill
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek 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 ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880