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Job Truss Truss Type Qty Ply DR Hortonl5450 A,8615 188th St W,Lakeville
03926-A01 F01 Floor 1 1 n3461473
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.Tue Sep 29 08:18:46 Page:1
ID:MPEo8e7qOhre8TUsQGslhTyouzoMock Me
DAMAGE CONDITION:
PLATE LOOSEIDAMAGED ON ONE FACE OF J3
&BOTTOM CHORD HAS A 12"SPLIT ON FACE FROM J21 RIGHT FOR 12"
ATTACH(23/32"OSB)GUSSET(APA RATED SHEATHING
48124 EXP 1)TO ONE FACE OF TRUSS WITH ONE ROW
8-0-0 OF 10d(0.131"x 3.0")NAILS SPACED 3"o.c.
3x6 FP 3x4 n
X4 n 4x8= 3x6= 1x4 n 3x4= 1x4 n 3x4= 1x4�i 4x6= 3x4= 7x4 n
2 3 4 5 6 7 8 9 10 11 12 13
�I �l
� 14 �
19 18 17 16
4x8= 20 15 3�_
3x10= 3x6FP 3x6= 3x10=
3x6= 3x6=
2-2-10 20-6-10 25-7-0
Scale=1:45.t 2'2'�� 18-4-0 5-0�
Plate Offsets(X,Y): [2:0-3-O,Edge],[21:Edge,0-t-8]
Loading (psfl Spacing 1-7-3 CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.08 17-19 >999 480 MT20 220/190
TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(TL) -0.14 17-19 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.40 Horiz(TL) 0.01 15 n/a n/a
BCDL 5.0 Code MNSRC2015/ Matrix-SH Weight:131 Ib FT=12%F,10%E
TPI2007
LUMBER 2) Attach ribbon block to truss with 3-10d nails applied to
TOP CHORD 2x4 DF-N 1800F 1.6E or 2x4 SP 1650F 1.5E flat face.
(flat) 3) Plates checked for a plus or minus 5 degree rotation
BOT CHORD 2x4 DF-N 1800F 1.6E or 2x4 SP 1650F 1.5E about its center.
(flat) 4) Provide mechanical connection(by others)of truss to
WEBS 2x4 DF-N No.1/No.2(flat) bearing plate at joint(s}14.
OTHERS 2x4 DF-N No.1/No.2(flat) 5) Provide mechanical connection(by others)of truss to
BRACING bearing plate capable of withstanding 864 Ib uplift at
TOP CHORD Structural wood sheathing directly applied or joint 21 and 343 Ib uplift at joint 14.
6-0-0 oc purlins, except end verticals. 6) Recommend 2x6 strongbacks,on edge,spaced at
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 10-00-00 oc and fastened to each truss with 3-10d
bracing. (0.131"X 3")nails. Strongbacks to be attached to walls
REACTIONS (size) 14=0-2-10,15=0-3-8,20=0-3-8, at their outer ends or restrained by other means.
21_0�� 7) CAUTION,Do not erect truss backwards.
Max Uplift 14=-343(LC 6),21=-864(LC 6) LOAD CASE(S) Standard
Max Grav 14=91(LC 5),15=1438(LC 4),
20=1787(LC 3),21=-147(LC 5)
fORCES (Ib)-Maximum Compression/Maximum
Tension
TOP CHORD 1-21=-70/0,14-22=-69l0,13-22=-69/0,
1-2=0/0,2-3=0/1315,3-4=-794/0,4-5=-794/0,
5-6=-1326/0,6-7=-1326/0,7-8=-256/0,
8-9=-256/0,9-10=-256/0,10-11=0/1403,
11-12=0/1406,12-13=-3/0
BOT CHORD 20-21=-1315/0,19-20=-89l0,18-19=0/1242,
17-18=0/1242,16-17=0/971,15-16=-911/0,
14-15=-633/13 PROFESSIONAL ENGINEER
WEBS 2-20=-1070/0,11-15=-138/0,2-21=0/1573, I hereby certifythet this plan,specitication,or
10-15=-937/0,10-16=0/1309,9-16=-206/0, report was prepared by me or under my direci
7-16=-82210,7-17=0/410,6-17=-199/0, supervisinn and ihat I am a duly Licensed
5-n=oiss,5-19=-511/0,4-�s=-2ovo, Professbnal Engineer�ndarthe laws of the
3-19=0/1006,3-20=-1411/0,12-15=-1055/0, 5tateofMinnesota.
12-14=-11/735 �t @• St . f(@ @�jy
NOTES ""
1) Unbalanced floor live loads have been considered for g e:
this design.
Date License# 50924
September 29,2020
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�WARNING-Verify design parame[ers and READ NOTES ON THIS AND INCLUDED REFERENCE PAGE BEFORE USE.
Design valid for use only with MiTek connectors.This design is based only upon pardmeters shown,and is for an individual building component.
Applicability of design parameters and proper incorporetion of component is responsibility of building designer-not truss designer.Bracing shown `�►
is for lateral support of individual web members only.Additional temporary bracing to insure siability during construaion is the responsi6iliry of the LQHj$$$,
erector.Additional permanent bracing of the overall stmcture is the responsibility of the building designer.Por general guidance regarding �sp8,r*a*_�$`
���on,quality contml,storage,delivery,eredion and bracing,consult AN51lfP11 Qualiry Criteria,DSB-89 and BCSI Building Component —`_���,.+_
rtnatlon available from Tr�ss Plate Instiwte,218 N.Lee St.,Ste.312,Alexandria,VA 22314. � ��;