424 NE 105 STII
t
♦
i
f
)
1
DETAIL OF LEVEL SOFFIT OVERHANG,2-1/2 /12 PITCH AND OVER
Q-9 Sanford Gri-P-late
2x4 or 2x6 Top
Truss.TYPICAL -ALL OVERHANGS
Q-42 Sanford Gri-P-Iate
SANFORD GRI-P-LATES
SANFORD GRI-P-LATES,pressed Into each
side of TRUSS face,shall be 20 gage (.0359)
galvanized steel,perforoted with 1/4"deeptriangularteethtoformthegrippingsurface
<
CO
CN
●<■2x.O
and having position noil holes pierced approx.2"o.c -(2.225 teeth per square inch)
Z0■r-r2x4treatedLedger,bolted
to wa 11 24
Soffit Joist to solid beoring -and attach to Ledger with
Sanford Framing Anchor at
each Joist.
a ^j^2 X 4 Sub-facia
(by Builder)
8 d Nails
Shimo.c.
XPOSITIONis\*1 driven through each of the
position ncH holes,sholl be 1-1/2"longlarringshcnk.120 diameter,9/32"head.
VO●■4^-1/4"clearanceannu-48"to 72'
(by Builder)>0
q;
o
TS
(2)Q-2 Sanford Gri-P-Iates
Wedge BlockQ-30 Sanford GrI-P-[gje Q-18 Sanford Gri-P-late
2x4 Sub-fdci'
(by Builder)
\2x4 treated Ledger,
bolted to wall 48"
Shim Soffit Joist to solid
bearing and attach to
Ledger with Sanford
Froming Anchor at each
Shim to
Solid Bearing
8 d Nails2x4
Bd Nails o.c.
1/4"clearance 1/4"clearance
...24"to 36"I36"to 48'
Joist.
(by Builder)
o
Natl with three 16 d Nails,1/8"X 1"Strap Anchor bent
/over Top Chord of Truss.TYPICAL
2x4 or 2x6
Top Chord of Truss
TYPICAL
<
>aQ-2 Sanford Gri-P-IateQ-9 Sanford Gri-.£5ia+«;2^i
O1
zdNails
-Wedge Block
-1/4"clearance
.JUp to 12""^
''Min.2x4 Plate
(by Builder)
TYPICAL
2x4 Plate
(by Builder
TYPICAL
2 X 4 rt <\X8dNaiIs4
TYPICAL for concrete tie beams.See
P.217A for truss anchorage detail using
stud bearing walls In areas of 20 psf
wind load and less.
>1/4"clearance
12"to 24"
n
O
■A-(^3.Concrete Tie Beam
TYPICAL o
K-120
S S
u
s N F O R D T R U
copyright 1 960 t 0 A f o r da.c 0 r 0