FSC Floor Span Connector DSP/SSP/SP/SPH/RSP4/TSP Stud Plate

Straps & Ties
FSC Floor Span Connector
As an alternative to coil strap, our new FSC-Floor Span Connector,
connects upper floors to lower floors from the inside of the wall. The
convenient obround holes make installation in narrow wall cavities easy.
Installs with a 3⁄8" all thread rod, nut and washer (not included).
MATERIAL: See table
FINISH: Galvanized
INSTALLATION:
• Can be used on a single 2x stud.
• Threaded rod, washers and nuts are not supplied with the FSC.
• Use 3⁄8" threaded rod grade A307 or better, with matching nuts
and cut washers.
• FSC may be installed a maximum of 18" from the sill or
top plates.
• Drill 1⁄2" to 3⁄4" diameter hole through the plates for threaded rod access, hole should be located approximately 1 1⁄2" away from
the face of stud used for FSC attachment.
• Nails can be installed up to 30 degree angle with no reduction
in capacity.
Model
No.
FSC
Ga
Stud
12
15-10dx1 1⁄2
Anchor
⁄8" ATR
3
Factored Tensile Resistance
(K D = 1.15)
D.Fir-L
lbs
kN
S-P-F
lbs
kN
2520
1790
11.22
7.96
FSC
Patent Pending
Nut and
washer
required
Straps & Ties
1.The factored resistances have been increased 15% for earthquake or
wind loading with no further increase allowed; reduce where other loads govern.
2.Resistances are based on a minimum lumber thickness of 1 1⁄2".
3.Standard cut washer is required with the 3⁄8" all thread rod.
4.FSC’s shall be offset no more than 3" horizontally from each other.
5.NAILS: 10dx1 1⁄2 = 0.148" dia. x 1 1⁄2" long.
See pages 22-23 for other nail sizes and information.
DSP/SSP/SP/SPH/RSP4/TSP Stud Plate Ties
This product is preferable to similar connectors because of
a) easier installation, b) higher capacities, c) lower installed cost,
or a combination of these features.
The Stud Plate Tie series offers various solutions for connecting
the stud to the top and bottom plates. All models can be used to make a connection
to either the top or bottom plate, and several are suitable for double top plates
and studs.
MATERIAL: DSP/SSP/SPH—18 gauge; TSP—16 gauge; all others—20 gauge
FINISH: Galvanized. Some products available in ZMAX® coating;
see Corrosion Information, pages 14-17.
INSTALLATION: • Use all specified fasteners; see General Notes.
• TSP/DSP/SSP—sill plate installation-fill all round holes.
• TSP/DSP/SSP—top plate installation-fill all round and triangle holes
• SP1/SP2—one of the 10d common stud nails is driven at a
45° angle through the stud into the plate.
198
Typical FSC Installation
SSP
U.S. Patent
7,065,932
Typical SSP Installed
to Sill Plate
Catalogue C-C-CAN2015 © 2015 SIMPSON STRONG-TIE COMPANY INC.
Fasteners
Straps & Ties
DSP/SSP/SP/SPH/RSP4/TSP Stud Plate Ties
These products are available with additional corrosion protection. Additional products on
this page may also be available with this option, check with Simpson Strong-Tie for details.
These products are approved for installation with the Strong-Drive ® SD Connector screw.
See page 24 for more information.
Dimensions
(in)
Stud
Plate
Width
W
L
RSP4
2x
—
2 1⁄8
4 1⁄2
SSP
2x
—
1 3⁄8
6 11⁄16
SP1
2x
—
3 1⁄2
5 1⁄16
SP2
2x
—
3 1⁄2
6 5⁄8
DSP
2-2x
—
2 3⁄4
6 11⁄16
TSP
—
—
1 1⁄2
7 7⁄8
SP4
2x
4x
3 9⁄16
7 1⁄4
SPH4
2x
4x
3 9⁄16
8 3⁄4
SP6
2x
6x
5 9⁄16
7 3⁄4
SPH6
2x
6x
5 9⁄16
9 1⁄4
SP8
2x
8x
7 5⁄16
8 5⁄16
SPH8
2x
8x
7 5⁄16
8 3⁄8
1.Factored resistances have been increased 15% for short term loading; no further increase is allowed.
Reduce values by 15% for standard term loading.
2.RSP4 factored lateral resistance is 345 lbs (1.53 kN) D-Fir-L and 245 lbs (1.09 kN) S-P-F for F1 direction.
The factored resistance in the F2 direction is 175 lbs (0.78 kN) D.Fir-L and 125 lbs (0.51 kN) S-P-F.
These values apply to both single and double plate applications.
3.When cross-grain bending or cross-grain tension cannot be avoided, mechanical reinforcement to resist
such forces should be considered.
4. Tabulated values for SP4, SPH4, SP6, SPH6, SP8 and SPH8 assume loads are applied through the centre
of the stud or plates (concentric loading). For applications where the load is applied to the connector through
one side of the stud or plates (eccentric loading) multiply the tabulated values by 0.50.
5.NAILS: 10d = 0.148" dia. x 3" long, 10dx1 1⁄2 = 0.148" dia. x 1 1⁄2" long, 8dx1 1⁄2 = 0.131" dia. x 1 1⁄2" long.
See pages 22-23 for other nail sizes and information.
Typical DSP
Installed to
Top Plate
2x
Stud
SP1
SP1 Nailing
Profile
(SP2 similar)
47⁄16"
Typical SP2
Installation
77⁄8"
15⁄8"
1"
TSP
Center (concentric)
load when uplift
loads are applied
at centerline of top
plate (footnote 9)
Side (eccentric)
load when uplift
loads are only
applied to one
face of top plate
(footnote 8)
Typical TSP Installed
to Top Plate
SIMPSON
Strong-Tie ®
Typical
SP4/SP6/SP8
Installation
(SPH similar)
DSP
U.S. Patent
7,065,932
Straps & Ties
Catalogue C-C-CAN2015 © 2015 SIMPSON STRONG-TIE COMPANY INC.
Model
No.
Factored Resistance (K D = 1.15)
D.Fir-L
S-P-F
Double Single
Double
Single
Double
Single Top Plate Sill Plate Top Plate Sill Plate
Studs
Top Plate Sill Plate
lbs
lbs
lbs
lbs
kN
kN
kN
kN
Connector Type
670
595
600
535
4-8dx1 1⁄2 4-8dx1 1⁄2 4-8dx1 1⁄2
2.98
2.65
2.67
2.38
570
535
570
535
4-10dx1 1⁄2 3-10dx1 1⁄2 1-10dx1 1⁄2
2.54
2.38
2.54
2.38
710
690
710
690
4-10d
3-10d
1-10d
3.16
3.07
3.16
3.07
—
810
—
740
6-10d
—
4-10d
—
3.60
—
3.29
1220
—
1110
—
6-10d
6-10d
—
5.43
—
4.94
—
1270
890
1270
890
8-10dx1 1⁄2 6-10dx1 1⁄2 2-10dx1 1⁄2
5.65
3.96
5.65
3.96
1550
985
1550
985
8-10d
6-10d
2-10d
6.90
4.38
6.90
4.38
—
765
—
685
6-10dx1 1⁄2
—
3-10dx1 1⁄2
—
3.40
—
3.05
1325
—
940
—
9-10dx1 1⁄2 6-10dx1 1⁄2
—
5.89
—
4.18
—
1455
—
1030
—
9-10dx1 1⁄2
6-10d
—
6.47
—
4.58
—
Strap Type
1135
—
915
—
6-10dx1 1⁄2
—
—
5.05
—
4.07
—
2450
2010
1815
1430
12-10dx1 1⁄2
—
—
10.90
8.94
8.07
6.36
1135
—
915
—
6-10dx1 1⁄2
—
—
5.05
—
4.07
—
2450
2010
1815
1430
12-10dx1 1⁄2
—
—
10.90
8.94
8.07
6.36
1135
—
915
—
1
6-10dx1 ⁄2
-—
—
5.05
—
4.07
—
2450
2010
1815
1430
1
12-10dx1 ⁄2
—
—
10.90
8.94
8.07
6.36
Fasteners
1¹⁄₄"
10dx1¹⁄₂" Nails
Each Side
of Stud
Typical RSP4 Stud
to Double Top Plate
(See footnote 2)
Typical RSP4 Stud to
Single Bottom Plate
U.S. Patent 5,697,725
199