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*BULLDOG GRIP PL PREMIUM GLUE OR EQUNALENT:
WATERPROOF GLUE WITH A SHEAR STRENGTH
........" GREATER THAN 540 PSI.
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KEVfN M. FINN, P.E.
2811 WOODMERE LN
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REPAIR DETAIL
olo~Ol
TOP VIEW
SITUATION BEFORE REPAIR
GROOVED TOP CHORD
2x4xS'-O" SPF #1/#2 OR SYP #2 GLUED*
AND NAILED TO ONE SIDE WITH 3 112"
NAILS AT 4" O.C.
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2x BLOCK GLUED* AND NAILED
I hereby cemfy that l1Ji:J Pfan,
specificatfon. Or report Was pre-
pared by m. or under my di-
reot supervision end that I am
a duly R.giG~.red Pro1esslonal
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of Minn'~o1a.
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OPEN.JOIST I OPEN JOIST 2000
~ lee"ee, by
ROBBINS DESIGN SERVICES
Drawing Number,:. J.
tvl (I ~ ~L
(<;. rLout.... I
~1t
VllfWlI4,j So;I2520061<100'04
Job description:REPAIR FOR 1/2" HALF MOON NOTCH
1/2" NOTCH
6-0-0
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t
MHX. AlT.lJSTRENI:lT72-
IHI-B0
MHX
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l'
SPAN
18-00-B0
MRNLfAnUREO LENGIH
TO REPAIR:
ATTACH 6' - 2 X 4 #2 SPF TO TOP CHORD,
CENTERED ON THE NOTCH, WITH 100% PV400
GLUE CONTACT AND _131" X 3" NAILS @ 3" C/C.
-
- See reverse side for important notes thai are integral parts of this drawing.
- Designed usIng 1/2;n Plywood perimeter material alleft end of joist and 1/21n PlyNood perimeter
material at right end.
JOIST
Oul-Io-out Span = 18-1-{)
Lumber: 11-718in 3x2 SPF #11#218'
Left Bearing (fis) 0-3-8
Left Reaction (Lb) 795
Left Cant. fis 0-0-0
Left Trim (fis) Q-O..o
Spacing (in)
Right Bearing (fis)
Right Reaction (Lb)
Ri ht Cant. fis
Right Trim (fis)
UNIFORM LOADS
(psI)
19.20 Type Load (psf)
0-3-8 TCll 40.0
795 TCDl 10.0
0-0-0 BCll 0.0
0-0-0 BCDl 5.0
Strength
Bending 0.87
Calculations
Deflection
Live Total
Shear
0.63 Calculated (in) Allowed (in) calculated (in) Allowed
(In)
Reaction~TC
Reaction.BC
0.00 U411
0.30 0.52
U360
0.59
L/2OO
0.71
L/240 + 0.2160 (in)
1.11
NOTES
Customer:
Joist Label:
Date: May 8,2007