EWP Hangers - USP Connectors

Wet Post Anchors – WAS & WE series
WAS – A formed base providing a 1˝ stand-off with high
bearing capacity.
Uplift
© Copyright 2013 USP Structural Connectors®
WE – A formed, one-piece design. Includes embossing for
additional lateral strength.
Materials: See chart
Finish: G90 galvanizing
Options: WAS44, WAS46, WAS66, WE44, WE46,
& WE66 are available in Triple Zinc. To
order, add TZ to stock number, as in
WAS44-TZ.
WAS44, WAS66, and WE44 are available
in Hot-dip galvanized. To order, add HDG
to stock number, as in WE44-HDG.
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.
• Insert into wet concrete after the pour. For the WE, embed
the anchor so that the base plate is flush with the surface
of the concrete. For the WAS, embed the anchor until the
concrete surface meets the bottom edge of the stand off
base legs. This will provide a 1˝ stand-off where required.
A 2˝ minimum edge distance is required to achieve
factored resistance.
• 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.
H 1
H 2
Typical WE
installation
L
WE
2˝ Min.
edge distance
W 1
2˝ Min.
edge
distance
11 3 /16˝
F 1
F 2
Typical WAS
installation
W 1
H 1
W 2
H 2
WAS
L
1˝ Stand-off
plate
Steel Gauge
Dimensions (in)
Fastener
Factored Resistance 4,5
Post USP
Schedule 3,5,6
Wood Bearing 100% F1 (115%) 1 F2 (115%) 1 Uplift (115%) 1
Size Stock No. Ref. No. Base Strap W1 W2 H1 H2 2 L Qty Type Species Lbs kN Lbs kN Lbs kN Lbs kN
WE44 PB44 12 12 -- --
12 16d
DF-L -- -- -- -- 1415 6.29 1470 6.54 1750 7.78
S-P-F -- -- -- -- 1215 5.40 1265 5.63 1505 6.69
2
DF-L -- -- -- -- 1135 5.05 1270 5.65 1780 7.92
S-P-F -- -- -- -- 975 4.34 1090 4.85 1530 6.81
DF-L -- -- -- -- 1470 6.54 1415 6.29 1750 7.78
WE44R PB44R 12 12 4 -- -- 5 12 16d
Rough
S-P-F -- -- -- -- 1265 5.63 1215 5.40 1505 6.69
WE46 PB46 12 12 -- --
12 16d
DF-L -- -- -- -- 1415 6.29 1470 6.54 1750 7.78
S-P-F -- -- -- -- 1215 5.40 1265 5.63 1505 6.69
2
DF-L -- -- -- -- 1135 5.05 1270 5.65 1780 7.92
S-P-F -- -- -- -- 975 4.34 1090 4.85 1530 6.81
DF-L -- -- -- -- 1470 6.54 1415 6.29 1750 7.78
WE46R -- -- 12 12 6 -- -- 5 12 16d
Rough
S-P-F -- -- -- -- 1265 5.63 1215 5.40 1505 6.69
WE66 PB66 12 12 -- -- 5 12 16d
DF-L -- -- -- -- -- -- -- -- 2790 12.41 2615 11.63
S-P-F -- -- -- -- -- -- -- -- 2400 10.68 2250 10.01
DF-L -- -- -- -- -- -- -- -- 2790 12.41 2615 11.63
WE66R PB66R 12 12 6 -- -- 5 12 16d
Rough
S-P-F -- -- -- -- -- -- -- -- 2400 10.68 2250 10.01
WAS44
WAS46
WAS66
PBS44A
PBS46
PBS66
16
12
12
14
14
12
5
14
14
14
16d
16d
16d
DF-L
DF-L
DF-L
9755
19895
23045
43.39
88.50
102.51
1750
1750
2615
7.78
7.78
11.63
1620
1620
1915
7.21
7.21
8.52
3235
3235
3420
14.39
14.39
15.21
S-P-F
S-P-F
S-P-F
8390
17110
19820
37.32
76.11
88.17
1505
1505
2250
6.69
6.69
10.01
1395
1395
1645
6.21
6.21
7.32
2780
2780
2940
12.37
12.37
13.08
2
2
2
DF-L
DF-L
DF-L
9755
19895
23045
43.39
88.50
102.51
1760
1850
2695
7.83
8.23
11.99
1620
1620
1915
7.21
7.21
8.52
3235
3235
4530
14.39
14.39
20.15
S-P-F
S-P-F
S-P-F
8390
17110
19820
37.32
76.11
88.17
1515
1590
2320
6.74
7.07
10.32
1395
1395
1645
6.21
6.21
7.32
2780
2780
3895
12.37
12.37
17.33
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) H2 is mimimum embedment length of anchor into concrete.
3) Minimum nail embedment shall be 8 nail diameters (typ).
4) Minimum concrete compressive strength shall be 2,000 psi at 28 days.
5) Factored resistances are based on the use of either nails or bolts; nail and bolt values cannot be combined.
6) NAILS:
1-800-328-5934 • www.USPconnectors.com 53
USP2240-131
Caps & Bases