EWP Hangers - USP Connectors

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Post Anchors – D & RSCH series
Secures nominal sized posts to wood surfaces for light-duty applications.
Materials: See chart
Finish: G90 galvanizing; D44-TZ & D46R-TZ – G-185 galvanizing;
RSCH – Hot-dip galvanized
Options: D46, D66, and D66R are available in Triple Zinc.
To order, add TZ to stock number, as in D46-TZ.
Codes: Load values are derived from data submitted to various
North American building code evaluators.
Installation:
• Use all specified fasteners. See Product Notes, page 10.
• Not recommended for fence posts or other unrestrained (not fixed or
fastened at top) applications. These anchors are not designed to resist
overturning (moment) loads.
• While D series post anchors offer some lateral and uplift resistance, they
are not recommended as a primary means of anchorage for posts in
railings. They may be used only for intermediate posts between fully
anchored corner / end posts in rail systems.
L
W
H
RSCH
Dimensions (in)
Fastener Schedule 2,3
Factored Resistance 1 (115%)
Post USP
Steel
Post
Beam
DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN)
Size Stock No. Ref. No. Gauge W H L Qty Nails Qty Nails Bolts F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift
BC40,
D44-TZ
4 x 4
BC40Z
18 3-9/16 2-1/2 3-3/8 8 16d HDG 4 16d HDG -- -- 1920 2065 1345 8.54 9.19 5.98 1365 1465 955 6.07 6.52 4.25
RSCH44 -- -- 12 3-9/16 2-5/8 3-3/8 4 16d HDG 1 -- -- 1/2"Ø -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
4 x 4 Rough D44R BC40R 18 4 3 3-3/4 8 16d 4 16d -- -- 1920 2065 1345 8.54 9.19 5.98 1365 1465 955 6.07 6.52 4.25
4 x 6 D46 BC460 18 3-9/16 3 5-3/8 10 16d 5 16d -- -- 1920 2065 1345 8.54 9.19 5.98 1365 1465 955 6.07 6.52 4.25
4 x 6 Rough D46R-TZ -- -- 18 4 3 5-3/8 10 16d HDG 5 16d HDG -- -- 1920 2065 1345 8.54 9.19 5.98 1365 1465 955 6.07 6.52 4.25
6 x 6
D66 BC60 18 5-1/2 3 5-3/8 10 16d 5 16d -- -- 1920 2065 1345 8.54 9.19 5.98 1365 1465 955 6.07 6.52 4.25
RSCH66 -- -- 12 5-9/16 2-7/8 5-3/8 4 16d HDG 1 -- -- 1/2"Ø -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
6 x 6 Rough D66R BC60R 18 6 3 5-3/8 10 16d 5 16d -- -- 1920 2065 1345 8.54 9.19 5.98 1365 1465 955 6.07 6.52 4.25
8 x 8 D88 BC80 18 7-1/2 3 7-3/8 12 16d 5 16d -- -- 1920 2065 1345 8.54 9.19 5.98 1365 1465 955 6.07 6.52 4.25
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) Minimum nail embedment shall be 8 nail diameters (typ).
3) NAILS:
New products or updated product information are designated in red font.
Column Bases – CBSQ series
These column bases install using USP’s WS2-HDG Wood Screws, reducing installation time
and cost. Designed for high uplift in high wind or seismic applications. Includes a stand-off
plate to protect the wood from ground contact moisture.
Materials: See chart
Finish: G-185 galvanizing
Options: CBSQ44, CBSQ46, and CBSQ66 are available in Hot-dip galvanized.
To order, add HDG to stock number, as in CBSQ44-HDG.
NEW
SIZE
D
F2
1˝
standoff
F1
Typical D
installation
Uplift
3˝ Min. edge
distance
Typical CBSQ44-TZ
installation
L
Caps & Bases
Installation:
• Use all specified fasteners. See Product Notes, page 10.
• WS2-HDG Wood Screws, 1/4˝ dia. x 2˝ long, are supplied with CBSQ Bases.
• All models require a minimum edge distance of 3˝.
• Embed the column base until the concrete surface meets the bottom edge of the stand-off
plate.
• Not recommended for fence posts or other unrestrained (not fixed or fastened at top)
applications. These bases are not designed to resist overturning (moment) loads.
H
W 2
7 3 /16˝
W 1
CBSQ44-TZ
Column
Size
USP
Stock No.
Steel Gauge Dimensions (in) Fastener
Factored Resistance
Schedule 2,3 DF-L
S-P-F
Bearing 100% Uplift 115% 1 Bearing 100% Uplift 115% 1
Ref. No. Strap Base W1 W2 H L Qty Type Lbs kN Lbs kN Lbs kN Lbs kN
4 x 4 CBSQ44-TZ CBSQ44-SDS2 10 16 3-9/16 3-1/2 8-3/4 2-1/4 14 WS2-HDG 9725 43.26 9895 44.02 8365 37.21 8510 37.86
4 x 6 CBSQ46-TZ CBSQ46-SDS2 10 12 3-9/16 5-7/16 8-3/4 2-1/4 14 WS2-HDG 19895 88.50 9895 44.02 17110 76.11 8510 37.86
6 x 6 CBSQ66-TZ CBSQ66-SDS2 10 12 5-1/2 5-7/16 8-3/4 3 14 WS2-HDG 23045 102.51 9895 44.02 19820 88.17 8510 37.86
1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code.
3) Concrete compressive strength shall be 2,000 psi or greater at 28 days.
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USP2240-131