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Job Truss Truss Type Qty Ply T204324IMcNearney/Martinsen,17375 Eagle View Dr,
04115-A03 T08 Common 12 � 113475820
Job Reference o tional
Lumber Specialties,Dyersville,IA-52040, Run:8.42 S Aug 25 2020 Print:8.420 S Aug 25 2020 MiTek Industries,Inc.Thu Oct OB 09:05:02 Page:1
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DAMAGE CONDITION:
WEB 5 BROKE AT MID POINT
APPLY 2x4x4'SPF No.2 SCAB TO ONE FACE OF TRUSS,
axs n CENTERED ON DAMAGE.ATTACH WITH 10d(0.131"x 3.0")
g NAILS 2 ROWS SPACED @ 2"o.c.
1x4 n
1x4 n
12 2 4
6�
3x6 a
5x6= 5 4x4�
BREAK
� n 6
0
0
0
0
v
� o
13 8 '�Z
0
MT18HS 3x8 „ 12 11 10 9
3x10= 3x4= �X4 n 6x8=
4x8=
, 7-63 , 17-5-9 24-6-15 , 31-11-0 ,
� 7-6-3 9-11-6 7-1-6 7-4-1
Scale=1:69.1
Plate Offsets(X,Y): [10:0-4-0,0-1-12]
Loading (ps� Spacing 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP
TCLL(roo� 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.43 10-12 >893 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.75 Vert(TL) -0.77 10-12 >497 180 MT18HS 1971144
BCLL 0.0' Rep Stress Incr YES WB 0.64 Horiz(TL) 0.09 7 n/a n/a
BCDL 10.0 Code MNSRC2015/ Matrix-MSH Weight:1521b FT=12%
TP12007
LUMBER 2) Wind:ASCE 7-10;Vult=115mph(3-second gust)V
TOP CHORD 2x4 DF-N 1800F 1.6E or 2x4 SP 1650F 1.5E (IRC2012)=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=20ft;
BOT CHORD 2x4 DF-N 1800F 1.6E or 2x4 SP 1650F 1.5E B=45ft;L=32ft;eave=4ft;Cat.II;Exp B;Enclosed;
WEBS 2x3 SPF 1650F 1.5E MWFRS(directional)and C-C Exterior(2)0-1-4 to
WEDGE Right:2x4 DF-N No.1INo.2 3-3-9,Interior(1)3-3-9 to 12-5-14,Exterior(2)12-5-14
BRACING to 15-8-3,Interior(1)15-8-3 to 33-5-0 zone;cantilever
TOP CHORD Structural wood sheathing directly applied or left and right exposed;end vertical right exposed;C-C
2-2-0 oc purlins, except end verticals. for members and forces 8 MWFRS for reactions shown;
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc Lumber DOL=1.60 plate grip DOL=1.60
bracing. 3) All plates are MT20 plates unless otherwise indicated.
WEBS 1 Row at midpt 3-12,6-10 4) Plates checked for a plus or minus 5 degree rotation
about its center.
REACTIONS (size) 7=0-5-8,13=0-5-8 5) This truss has been designed for a 10.0 psf bottom
Max Horiz 13=-120(LC 10) chord live load nonconcurrent with any other live loads.
Max Grav 7=1888(LC 1),13=1747(LC 1) 6) 'This truss has been designed for a live load of 20.Opsf
FORCES (Ib)-Maximum CompressionlMaximum on the bottom chord in all areas where a rectangle
Tension 3-06-00 tall by 2-00-00 wide will fit between the bottom
TOP CHORD 1-17=-1694/52,2-17=-1563/77, chord and any other members,with BCDL=10.Opsf.
2-18=-1696/143,3-18=-1563/167, LOAD CASE�S) Standard
3-19=-2117/164,4-19=-2241/140,
4-5=-2117/82,5-6=-2262/47,6-20=-2772/41,
7-20=-3014/9,7-8=0/60,1-13=-1687I81
BOT CHORD 12-13=-104/136,12-21=0/1317,
21-22=0/1317,11-22=011317,10-11=0/1317,
9-10=0/2574,7-9=0/2574
WEBS 1-12=0/1526,2-12=-6801147,3-12=-149/425,
3-10=-55/1303,4-10=-5951129,
6-10=-800/57,6-9=0/243 PROFESSIONAL ENGINEER
NOTES I F�reby cert'rfy thet this plan,specitication,or
1) Unbalanced roof live loads have been considered for repo�t was p�epared by me or under my direct
this design. supervision and that I am a duly Licensed
Professional Enginesr under the laws of the
State of Minnesota.
�t St . Ke edy
g e:
Date License# 50924
October 8,2020
A WARNING-Venfy tlesign parameters and READ NOTES ON THIS AND INCLUDED REFERENCE PAGE BEFORE USE.
Design valid for use only with MiTek conneaors.This design is based only upon parameters shown,and is for an individual building component. „
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support ot individual web members only.Additional temporary bracing to insure stabilrty during construclion is the responsibility of the /LVM88R\
ereaor.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding SPBCIAL'j'I8$
fabrication,quality control,storage,delivery,erection and bracing,consWt ANSIlTPI1�uality Criteria,DSB-89 and BCSI Building Component '"""`
SB(Bty Infqm80W1 available from Truss Plate Institute,218 N.Lee St.,Ste.312,Alexandria,VA 22314. __.__
1700 Beltline Rd. E.
� � PO Box 38
/LVMBER\ Dyersville, IA 52040
SPECIALTIES (563) 875-2858
����
Re: 04115-A03
T204324/McNearney/Martinsen, 17375 Eagle View Dr,Lakeville
The truss drawing(s)referenced below have been prepared by Lumber Specialties under my direct supervision
based on the parameters provided by others.
Pages or sheets covered by this seal: I13475820 thruI13475820
My license renewal date for the state of Minnesota is June 30,2022.
17375 Eagle View Dr
Lakeville
MN
PROFESSIONAI ENGINEER
I hereby cedify that this plan,specification,or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Profassional Engineer under the laws of the
State of Minnesota.
Pr��t rvame Steve A. Kennedy
si ure:
cen 4
October 8,2020
Steve Kennedy
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSI/TPI-1.