HomeMy WebLinkAboutLA182464 � 1 `�'i �,�.,�s �►r - � ���.
� Job Truss Truss Type Qty Ply Lennar/LAC22
143073523
LAC22 F11 Floor 10 1
Job Reference o tional
J L Schwieters,Hugo,MN-55038, Run:8.42 S Aug 25 2020 Print�.8.420 5 Aug 25 2020 MiTek Industries,Inc.Mon Oct 05 09:5524 Page:t
ID:BsMnENhkPvsfF28hefwqTJz06oh-Mock Me
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2"�5'� REPAIR:WEB 9-17 BROKEN AT MIDPOINT 2-� __.0-11___� � H 8
� 1
o-H s 2_��� 2_�_�
6-0-0
I
3x6 FP
1.5x3 n 3x8= 7.Sx3 n 3x4= 1.Sx3 u 3x6= 4x10= 3x4 n I 4x6= 1.5x3 n 3x4= 3x6=
2 2 3 4 5 6 1.Sx3 n� 8 9 10 ' 11 12 13
�I + + + + + ♦ ��
1 + + + + + + �
Zz * + + r ♦ +
21 20 19 18 16
3x6= qxg_ 3x8= 3x6 FP �� qxg= 3x8=
4x10=
4xt4=
i 19-5-14 i 30-1-0 i
� 19-5-14 10-7-2
+ t ATTACH 3/4"PLYWOOD OR OSB GUSSET(23/32"RATED SHEATHING 48/24 EXP 1)
++++ TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROW OF
Scale=1:52 + + (0.131"X 2.5")NAILS SPACED 2"O.C.FROM EACH FACE INTO EACH COVERED TRUSS MEMBER.
Plate Offsets(X,Y): [15:0-2-O,Edgej
Loading (ps� Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.23 20-21 >999 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT) -0.32 20-21 >732 240
BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.05 17 n/a n/a
BCDL 5.0 Code IRC2018fTP12014 Matrix-S Weight:119 Ib FT=20%F,11%E
LUMBER 3) HGA10KT Simpson Strong-Tie connectors
TOP CHORD 2x4 SPF 1650F 1.6E(flat) recommended to connect truss to bearing walls due to
BOT CHORD 2x4 SPF 1650F 1.6E(flat) UPLIFT at jt(s)15.This connection is for uplift only and
WEBS 2x4 SPF Stud(flat) does not consider lateral forces.
OTHERS 2x4 SPF Stud(flat) 4) This truss is designed in accordance with the 2018
BRACING International Residential Code sections R502.11.1 and
TOP CHORD Structural wood sheathing diredly applied or R802.10.2 and referenced standard ANSI/TPI 1.
6-0-0 oc purlins, except end verticals. 5) Rewmmend 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) 15=0-5-4,17=0-3-8,22=0-54 at their outer ends or restrained by other means.
Max Uplift 15=-157(LC 3) 6) CAUTION,Do not erect truss backwards.
Max Grav 15=435(LC 4),17=2162(LC 1), LOAD CASE(S) Standard
22=894(LC 3)
FORCES (�b)-Maximum Compression/Maximum
Tension
TOP CHORD 22-23=-101/0,1-23=-101/0,15-24=-110/0,
14-24=-108/0,1-2=-5/0,2-3=-2653/0,
3-4=-2653I0,4-5=-2931/Q,5-6=-2931/0,
6-7=-937/18,7-8=-937/18,8-9=-937/1S,
9-10=0/2860,10-11=0/2862,11-12=-712/991,
12-13=-712/991,13-14=-6/0
BOT CHORD 21-22=0/1641,20-21=0/3054,19-20=012197,
18-19=0/2197,17-18=-872/0,
16-17=-1750/123,15-16=-457I703
WEBS 10-17=-262/0,2-22=-1808/0,2-21=0/1124, i hereby certify that fh(s plan,spect-
3-21=-240/0,4-21=-445/0,4-20=-177/Q ftcatian,or rgport was ptepered by
5-20=-247/0,6-20=0/856,6-18=-1439/0, me nr�nder my tlirsct supervision
7-18-236/0,9-17=-2270/0,11-17=1760/0, errd that i am a duly Llcensed Pro-
11-16=011156,12-16=-236I0,13-16=-594l10, fiessionai Engin er the taws
13-15=-761/499,9-18=0!1828 oi the 5tate of in
NOTES
1) Unbalanced floor live loads have been considered for pNDREW JONN50N
this design.
2) Attach ribbon block to truss with 3-10d nails applied to
flat face.
DATE REG.NO.55485
October 5,2020
�WARNING-Ver.fy desiyn parame�ers ar:d READ NOTES ON TF:IS AND MCLUDED MI i EK REFERENCE PAGE Mi:-?q73 rav.5i191�020 BEFGRE USE. �� II
Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not I
i a truss system.Before use,the building designer must verify the applicabiliry of design parameters and propedy incorporate this design into the overall �
6uilding design. Brecing indicated is to prevent buckling of individual truss web andlor chord members only.Additional temporary and permanent bracing ' ����►��
� is always required for stabiliry and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 'i
fabricanon,s�orage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Compoaent I 16023 Swingley Ridge Rd
Safety Infortnation available trom Truss Plate Institute,2670 Crain Highway,Suite 203 Waldod,MD 20601 j Chesterfield,MO 63017
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