Technical Specifications
65
Caps & Bases
© 2015 MiTek. All rights reserved.
Ref. No. Base Strap W1 W2 H1
H2
3
L Qty Type
12
16d
-- --
1405
895
1010
1295
630
705
2
1/2
-- --
1430
895
1010
1295
630
705
14
16d
6775
3135
1405
1055
2420
995
740
2
1/2
6775
3075
1425
1055
2420
995
740
4 x 4 Rough
WE44R
PB44R
12
12
4
-- --
5
3-5/8
3-3/8
12
16d
-- --
1405
895
1010
1295
630
705
12
16d
-- --
1405
895
1010
1295
630
705
2
1/2
-- --
1430
895
1010
1295
630
705
14
16d
12790
3135
1405
1055
2420
995
740
2
1/2
12790
3075
1425
1055
2420
995
740
4 x 6 Rough
WE46R
-- --
12
12
6
-- --
5
3-5/8
3-3/8
12
16d
-- --
1405
895
1010
1295
630
705
WE66
PB66
12
12
5-1/2
-- --
5
3-5/8
5-3/8
12
16d
-- --
1405
895
1010
1295
630
705
14
16d
16005
3365
2040
1055
2800
1430
740
2
1/2
16005
4000
2040
1055
2800
1430
740
6 x 6 Rough
WE66R
PB66R
12
12
6
-- --
5
3-5/8
5-3/8
12
16d
-- --
1405
895
1010
1295
630
705
12
16d
-- --
1405
770
865
1110
540
605
2
1/2
-- --
1425
770
865
1110
540
605
14
16d
6265
2420
995
740
2075
855
635
2
1/2
6265
2420
995
740
2075
855
635
4 x 4 Rough
WE44R
PB44R
12
12
4
-- --
5
3-5/8
3-3/8
12
16d
-- --
1405
770
865
1110
540
605
12
16d
-- --
1405
770
865
1110
540
605
2
1/2
-- --
1425
770
865
1110
540
605
14
16d
10960
2420
995
740
2075
855
635
2
1/2
10960
2420
995
740
2075
855
635
4 x 6 Rough
WE46R
-- --
12
12
6
-- --
5
3-5/8
3-3/8
12
16d
-- --
1405
770
865
1110
540
605
WE66
PB66
12
12
5-1/2
-- --
5
3-5/8
5-3/8
12
16d
-- --
1405
770
865
1110
540
605
14
16d
13775
2800
1430
740
2400
1225
635
2
1/2
13775
2800
1430
740
2400
1225
635
6 x 6 Rough
WE66R
PB66R
12
12
6
-- --
5
3-5/8
5-3/8
12
16d
-- --
1405
770
865
1110
540
605
1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.
2) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined.
3) H2 is mimimum embedment length of anchor into concrete.
4) Minimum nail embedment shall be 1-5/8" for 16d nails.
5) Minimum concrete compressive strength shall be 2,500 psi at 28 days.
6) All bolts shall meet or exceed the specifications of ASTM A 307.
7)
NAILS:
16d nails are 0.162" dia. x 3-1/2" long.
New products or updated product information are designated in
blue font
.
4 x 6
6 x 6
4 x 4
4 x 6
6 x 6
5-1/2 5-1/2 6-3/4
5-1/2 -- -- 4-3/4
12
4-3/4
PBS46
PBS66
14
12
5 2-1/4 WAS66 PBS66 12 12
3-9/16 5-1/2 6-3/4 3-1/2 2-1/4 WAS46 PBS46 12 14
3-3/8 3-1/4
110
WAS44 PBS44A 16 14 3-9/16 3-1/2 6-3/4 3-1/2 2-1/4
WE46 PB46 12 12
3-1/2 -- -- 4-3/4 3-3/8 3-1/4 WE44 PB44 12
Dimensions (in)
SDC C-F
12 12 3-1/45-1/2 -- --
5-1/2
3-9/16
3-9/16
WAS44
WAS46
WAS66
Fastener
Schedule
4,6,7
110
12
12
DF/SP Allowable Loads (Lbs.)
2,5
3-1/43-1/2 4-3/4 3-3/8-- --
4 x 4
SDC A & B
WE44
WE46
Code
Ref.
USP
Stock No.
Post
Size
PB44 12 12
PB46
16 14 PBS44A
Corrosion
Finish
Cracked ConcreteUncracked Concrete
Download
100%
Uplift
1
160%
F1
160%
F2
160%
Uplift
1
160%
F1
160%
F2
160%
Steel
Gauge
2-1/45
3-1/2
5-1/2
5-1/2
6-3/4
6-3/4
6-3/4
3-1/2
3-1/2 2-1/4
2-1/4
3-3/8
WAS / WE Wet Post Anchors
Caps & Bases
WAS – A formed base providing a 1" stand-off with high
bearing capacity.
WE – A formed, one-piece design. Includes embossing
for additional lateral strength.
Materials: See chart
Finish: G90 galvanizing
Options: See chart for Corrosion Finish Options
Codes: See page 11 for Code Reference Chart
IRC R317.1.4, IBC 2304.11.2.7,
IRC R407.3, IBC 2304.9.7.
Installation:
• Use all specied fasteners. See Product Notes, page 17.
• Insert into wet concrete after the pour. For the WE, embed the
anchor so that the base plate is ush 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 allowable loads.
• Not recommended for fence posts or other
unrestrained (not xed or fastened at top) applications.
These anchors are not designed to resist overturning
(moment) loads.
• Bolts must be ordered separately. See page 24
for available sizes.
Typical WAS
installation
Typical WE
installation
WAS
WE
Corrosion Finish
Stainless Steel Gold Coat
HDG Triple Zinc
Corrosion Finish Stainless Steel Gold Coat HDG Triple Zinc
Corrosion
Finish
Stainless Steel
Gold Coat
HDG
Triple Zinc
1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.
2) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined.
3) H2 is minimum embedment length of anchor into concrete.
4) Minimum nail embedment shall be 1-5/8" for 16d nails.
5) Minimum concrete compressive strength shall be 2,500 psi at 28 days.
6) All bolts shall meet or exceed the specications of ASTM A 307.
7) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.
New products or updated product information are designated in blue font.
W1
Uplift
F1
F2
1" Stand-off
plate
2" min. edge
distance
2" min. edge
distance
W1
L
L
H1
H2
11-3/16"
1"
W2
H1
H2