EWP Hangers - USP Connectors

Roof Truss Ties – TR series
Slotted design allows truss to deflect without imposing load on wall below.
© Copyright 2013 USP Structural Connectors ®
Fastener Schedule 6,7 S-P-F
Factored Resistance (115%) 1
Truss Plate DF-L
USP
Steel
Without Gap 2 3 4 Without Gap 2 3 4
Stock No. Ref. No. Gauge Description Qty Type Qty Type Unit F1 5 F2 F1 5 F2 F1 5 F2 F1 5 F2 F1 5 F2 F1 5 F2
TR1
Lbs 105 60 45 45 -- -- -- -- 90 50 35 35 -- -- -- --
18 single slot 1 8d 2 8d
kN 0.47 0.27 0.20 0.20 -- -- -- -- 0.40 0.22 0.16 0.16 -- -- -- --
TR1T
TR2
DTC
16
18
single slot
double slot
1
2
8d
8d
2
4
8d
8d
Lbs
Lbs
375
155
-- --
260
205
105
-- --
170
125
-- --
-- --
-- --
320
130
-- --
220
175
90
-- --
140
110
-- --
-- --
-- --
kN
kN
1.67
0.69
-- --
1.16
0.91
0.47
-- --
0.76
0.56
-- --
-- --
-- --
1.42
0.58
-- --
0.98
0.78
0.40
-- --
0.62
0.49
-- --
-- --
-- --
1) Factored resistances have been increased for short-term loading; 5) To achieve F1 loads in both directions, clips must be installed on
no further increase is allowed. both sides of the trussand staggered to avoid nail interference.
2) Truss must be bearing on top plate to achieve the factored resistances 6) Minimum nail embedment shall be 8 nail diameters (typ).
under "Without Gap". 7) NAILS:
New products or updated product information are designated in red font.
USP
Stock No.
HTC4
Materials:
Finish:
See chart
G90 galvanizing
Installation:
• Use all specified fasteners. See Product Notes, page 10.
• Do not fully set nails.
• Locate nails into the centre of slots.
Heavy Truss Deflection Clip – HTC4
Slotted design allows truss to deflect without imposing load on wall below.
Materials:
Finish:
Codes:
16 gauge
G90 galvanizing
Load values are derived from data submitted to various
North American building code evaluators.
Installation:
• Use all specified fasteners. See Product Notes, page 10.
• Do not fully set nails.
Fastener Schedule 2,4,5
Plate Truss/Rafter
Without Gap 3
Factored Resistance (115%) 1
3
Without Gap 3 3
Top Side
F1 F2 F1 F2 F1 F2 F1 F2
Steel
Ref. No. Gauge Qty Qty Type Qty Type Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN
HTC4,
16 2 4 10d x 1-1/2 3 10d x 1-1/2 265 1.18 545 2.42 55 0.24 305 1.36 230 1.02 470 2.09 45 0.20 260 1.16
S/HTC4
1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code.
2) Truss/Rafter must be bearing on top plate to achieve the allowable loads under "Without Gap".
3) When installed with maximum 1-1/4" space between truss/rafter and top plate, use loads under "With 1-1/4" Gap".
4) Minimum nail embedment shall be 8 nail diameters (typ).
5) NAILS
Blocking Supports – ZC series
DF-L
D
S-F-P
3 1 /2˝
TR2
2 1/2˝ 2 11/16˝ F2
1 7/8˝
F1
Typical TR2 installation
HTC4
3 1 /4˝
1 15 /16˝
TR1
1˝
1 1/4˝ 2 3/4˝
2˝
F2
NEW
SIZE
1 1 /4˝
TR1T
F1
Typical HTC4
installation
4 1 /4˝
1 3/4˝
Plated Truss
ZC clips secure blocking between joists or trusses which
provides support for drywall or sheathing.
Materials:
Finish:
See chart
G90 galvanizing
Installation:
• Use all specified fasteners. See Product Notes, page 10.
1) Factored resistance shall not be increased for other load duration factors.
2) Minimum nail embedment shall be 8 nail diameters (typ).
3) NAILS:
red font.
1-800-328-5934 • www.USPconnectors.com
ZC4
179
USP2240-131
H
W
ZC2
Dimensions (in)
Fastener Schedule 2,3
Factored Resistance 1
Header Blocking DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN)
USP
Steel
Vertical Vertical Vertical Vertical
Stock No. Ref. No. Gauge W H D Qty Type Qty Type 100% 100% 100% 100%
ZC2 Z2 20 2-1/4 1-9/16 1-1/2 2 10d x 1-1/2 2 10d x 1-1/2 670 2.98 475 2.11
ZC4 Z4 12 1-1/2 3-9/16 1-3/8 2 10d x 1-1/2 1 10d x 1-1/2 460 2.05 385 1.71
ZC24 Z28 28 2-1/2 1-9/16 1-3/8 10d x 1-1/2 10d x 1-1/2 -- -- -- -- -- -- -- --
ZC34 Z38 28 2-1/2 2-9/16 1-5/16 10d x 1-1/2 10d x 1-1/2 -- -- -- -- -- -- -- --
Typical ZC installation