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Job Truss Truss Type Qty Ply
14279'198
2386676 T01 Common 2 1
Job Reference o tionat
Builders FirstSource(Oak Grove),pak Grove,MN-55011, Run:824 E Mar 9 2020 Pnn�:8240 E Mar 9 2020 MiTek Industries,Inc.Mon Sep 14 09:17:49 Page:t
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37-t0-Q
L'1-7-0� 6-4-10 I 12-5-12 18E-14 I 24-9-14 1_ 31-8-0 il 33-5-0I
i �_7.T 6-4-10 6-1-2 � 6-t-2 � 6-3-0 r 6-10-6 II �.7.p I
0-1-12
REPAIR:TOP CHORD HAS 1'BREAK AT JOINT 2
MEMBER 3-14 BROKEN 1'FROM JOINT 14
REP�ACE 3'SECTION OF 80TTOM CHOR�AT JOINT 14 4xs=
5
16 17
Sx89 3x4+
12 4 6
SCAB TRUSS WEB IS 36"LONG 6 f
5xs s
�B 5z6a
3
7
6 Q.0 e
3x6a 15 �
� 2 , ,' ...._
'� t ...,- .-. ,.. ..
� ' � 14 �................:..:.. .�. .:.
9
13 12 11 10
4x6� 6-�-� 3x4= 3x6= 3z8: 3x8• 3z6�
� SHOP FABRICATE SCAB TRUSS(SHOWN AS SHADED AREA ON TRUSS
DESIGN DRAWING)USING THE LUMBEft AND PLATES INDICATED.
ATTACH SCAB TRUSS TO ONE FACE OF EXISTING TRUSS WITH(0.131"X 3")NAILS
(INTO ALL ALIGNING MEMBERS)PER THE FOLLOWING NAIL SCHEDULE:
2 x 3's-1 ROW,2 x 4's-2 ROWS,2 x 6'S AND LARGER-3 ROWS:
SPACED @ 2"O.C. USE 2"MEMBER END DISTANCE.
� 9.5-3 i 18{>-14 1 24-9-14 � 31-10-0 �
� 9-5-3 9-1-11 63-0 �- 7-0-2 I
Scale=1:66.4
Plate Offsets(X,Y): [2:0-0-12,0-1-8J,[4:Q-4-0,0-3-4],[7:0-3-0,0-1-12],[9:Edge,0-1-8],[10:0-3-8,0-1-8]
Loading (psfl Spacing 2-0.0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roo� 35.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.12 11-13 >999 360 MT20 197/144
TCDL 10A �umber DOL 1.15 BC 0]5 Vert(CT) -029 11-13 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.07 9 n/a n/a
BCDL 10.0 Code IRC2018/TP12014 Matrix-MS Wind(LL) 0.07 11-13 >999 240 Weight:157 ib FT=20%
LUMBER 2) Wind:ASCE 7-16;Vult=115mph(3-second gust)
TOP CHORD 2x4 SPF No.2 Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.
BOT CHORD 2x4 SPF No.2 N;Exp C',Enclosed,MWFRS(envelope)exterior zone
WEBS 2x4 SPF Stud"Except*11-4,11-5,11-6:2x4 and C-C Exterior(2E)-1-7-0 to 1-7-3,Interior(1)1-73 to
SPF No2,14-2:2x6 SPF No.2 18-6-14,EMerior(2R)18-6-14 to 21-9-t,Interior(1)
BRACING 21-9-1 to 33-5-D zone;cantilever left and right exposed;
TOP CHORO Structural wood sheathing directly appiied or end vertical left and right exposed;C-C for members and
3-3-5 oc purlins, except end verticals. forces&MWFRS for reactipns shown;Lumber
BOT CHORD Rigid ceiling direetly applied or 10-p-0 oc DOL=1.60 plate grip DOL=1.60
bracing. 3) Provide mechanical connection(by others)of truss to
WEBS 1 Row at midpt 4-11,6-11,3-14 bearing plate capable of withstanding 231 Ib uplift at
REACTIONS (size) 9=0-5-8,14=0-5-8 joint 14 and 190 Ib uplift at joint 9.
Max Horiz 14=244(LC 10) 4) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
Max Uplift 9=-190(LC 12),14=-231(LC 11) R802,10.2 and referenced standard ANSI/TPI 1.
Max Grav 9=1885(l.0 1),14=1894(LC 1) LOAD CASE(S) Standard
FORCES (Ib)-Maximum Compression/Maximum
Tension
TOP CHORD 1-2=0/73,2-15=-456/112,3-15=-326l141,
3-4=-2331/3Q4,4-16=-16�1l278,
5-16=-1465/295,5-17=-1465/280,
6-1 7=-1 60712 63,6-18=-1518/227, Y hereti�'bertFty thaf`tfna plait;speci:
7-18=-1648/194,7-8=0/70,2-14=-600/191, Hcatior��or rBp10rt-was prepar8tk�y
7-9=-1819/297 me.urwndeq my�irect su�er+�s�ori
BOT CHORD 13-14=-325/2099,12-13=-197/1835, and that 1 am B dUly Licer�sed iPr�
11-12=-197/1835,10-11=-116/1357, fessionai Eng� .0 de�t►ie;,Ia�iS
9-10=-40/71
of#be;Siatao: i �e a.,;
WEBS 3-13=-233/190,4-13=-30/410,
4-11=-839/261,5-11=-111/815,
6-11=-261/171,6-10=-567/129, ANDRE4V'.�OHN$QN"
3-14=-2173/205,7-10=-9911483
NOTES
t) Unbalanced roof live loads have been considered for OATEi R€G.N0:554B5r
this design.
September 14,2020
�
�WARNING-Verity design par2meters and READ NOTES ON THIS AND INCIUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use onty with MiTek�connectors.This design is basetl only upon parameters shown,a�tl is for an inGiVitlual builtling compuneat,oot �;.
a truss system.Betore use,ihe builtling tlesigner must verify the applicabildy of de5ign parameters and properly incorporate this desiqn into the overall
builtling design. Bracing indicated is to prevent buckling of indivitlual Wss web and/or chord members only.AdtldiOnal temporary and pertnanerrt bracing �����i
is always required for stabilAy antl to prevent Collapse wdh possible personal i�jury and property tlamage.For genewl guidance regarQing the
fabricatioq storage,tlelivery,erection and bracing of tnisses and truss systems,see ANSIlTPIt Qualiry Criteria,DSB-89 and BCSI Bullding Component 16023 Swingley Ridge Rd
Salety Intormation available from Truss Plate Insidute,2670 Crain Highway,Suile 203 Waldort,MD 2C601 Chesterfieltl,MO 63017