Plans (20) . - ..
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Design cenintmn torrai-d---,andferce-resin7Ing
701113 SPAN 3P)- IS 0"
LOAD D001"/ON INCREASE . 1.15
SPACED 24.0" 1.1.
system and components and cladd:ng criterda.
Wind: ISE mph, h-21.9ft, TOOL-IT,'OCDLG.0, 02CE 7-10,
(All Heights), Enclosed, Call, Exo.l, MHFRS(Dir)
load do ra ii on f acror-I.6,
Truss designed for Rind Togas
in the plane of the truss eniy.
3abIe end treg,--s on eon::nioos boar i ng wall TON
4-Ix2 Or equal Gyp:cal at siod verticals.
")efer to Comp:Orr-Ns gable end detail for
iempiete specificataons.
001105 CHORD CSECXED 000 11PDP LIVE LOAD. 'SDP
AND BOT105 CHORD LIVE 10015 OCT NCI-CONCURRF.NTLE
39-01-06
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SHOWN OVER STUD NOTCH TO BE CLEANLY CST WITH CAPE 70 INSURE
A TC01 FIT, DO NOT 001007
1.5" DEEP X 3.5" WIDE NOTCH FIR CUTLOOKER COTTIND PLATES WHERE
SHOWN NOTCH TO SE ZLEAYIY E:LIT WITH CARE TO INSURE A TIGHT SIT
._
DO NOT OVERCOT. 2x4 x 3)-6" to 4?2 SCAB PEOD:PES 70 Otli-, FAZE.
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ATTACH WITH 0.1.3:x3" INS NOTTS SI0GGE0ED 01 t'ac THRODCHOCT
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AUGUST 1, 2016 REPAIR TO NOTCH 2X4 TOP CHORD OF GABLE TRUSS , MII-REP19A
R,' MiTek USA,Inc. Page 1 of 1
1.THIS IS A SPECIFIC REPAIR DETAIL TO BE USED ONLY FOR ITS ORIGINAL
INTENTION.THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION
OF THE TRUSS IS UNDAMAGED.THE ENTIRE TRUSS SHALL BE INSPECTED TO
VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED.WHEN THE REQUIRED
REPAIRS ARE PROPERLY APPLIED,THE TRUSS WILL BE CAPABLE OF SUPPORTING
MiTek USA,Inc. THE LOADS INDICATED.
2.ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE
,`N61nFfNFg9r APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR.
H ' 1' 3.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE
A Mack Affiliate SUCH AS TO AVOID SPLITTING OF THE WOOD.
4.LUMBER MUST BE CUT CLEANLY AND ACCURATELY AND THE REMAINING WOOD MUST BE UNDAMAGED.
5.THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ORIENTATION ONLY.
6.CONNECTOR PLATES MUST BE FULLY IMBEDDED AND UNDISTURBED.
3-1/2"WIDE X 1-1/2"DEEP NOTCH IN TOP CHORD 24"O.C.AS SHOWN
LUMBER TO BE CUT CLEANLY AND ACCURATELY,
NO PLATES ARE TO BE DISTURBED. MAXIMUM STUD SPACING=24"O.C.
APPLY 2X4 NO.2 SCAB TO ONE FACE OF TOP CHORD
OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE
AND 1 ROW OF 10d(0,131"X 3")NAILS SPACED 6"O.C.
jj
Cr)_
1$6
cc cq r '-r.•
'. 24"
I II t. 12"MAX , II
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.ti t!4 -N*n;}•1524A`Mr--4 • .►! t"jt Wi.'x�x'<15 t>,..: 4_,/ f,Sx_.R".1'..**...,v '1 4
_..
i
2' MAX.
COMMON
THE OUTSIDE FACE OF THE GABLE MUST BE SHEATHED W/(MIN)7/16"O.S.B OR PLYWOOD
SEE MITEK STANDARD GABLE END DETAILS FOR WIND BRACING REQUIREMENTS.
J01:ItR1Lf. 6,1
•
TRUSS CRITERIA •
;\�1�,r wnsy�j( irf
MAXIMUM SPAN:50' y. ��
SPACING=24 O.C. ` eco' !• 4
PITCH BETWEEN 3/12 AND 12,12 /
♦, `ti
LOADING :40.10-0-1 C(MAXI 47
DURATION FACTOR: .15 1 -,,
TOP CHORD:2x4(NO 2 MIN) ' t, 51398
PITCH:3112- 12/12 �?F,�`�7(75 Iti1Z0�1
BEARING•CONTINUOUS ,15 f)NA[,I...„...A." 07/06/2017
STUD SPACING:24"O.C.(MAX)
CATEGORY it BUILDING
ASCE7-98,ASCE7-02,A5CE7-05-100 MPH
ASCF7-10- 125 MPH `°-U j'(}() F
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY ���C���(-IN S��C�
REFER TO INDIVIDUALIZTRUSS DESIGN `c 592( 'E t"
FOR PLATE SIZES AND LUMBER GRADES 5
//��j�FF//tet -m-t
1 OREGON 1 G��`
/ 4£N Fi I, t'., 07/06/2017
EXPIRES: 12/31/2(1i7 ..