Use and Care Manual
Caps & Bases
85
Copyright © 2020 MiTek Industries, Inc. All Rights Reserved
Caps & Bases
MiTek
®
Product Catalog
Ref. No. Base Strap W1 W2 H1 H2
3
L Qty Type
12 16d 1405 860 970 1245 600 680
2 1/2 1430 860 970 1245 600 680
14 16d 3090 1365 1095 2165 955 770
2 1/2 3075 1365 1095 2165 955 770
4 x 4 Rough WE44R PB44R 12 12 4 -- 5 3-5/8 3-3/8 12 16d 15335 1405 860 970 1245 600 680
12 16d 1405 860 970 1245 600 680
2 1/2 1430 860 970 1245 600 680
14 16d 3090 1365 1095 2165 955 770
2 1/2 3075 1365 1095 2165 955 770
4 x 6 Rough WE46R -- 12 12 6 -- 5 3-5/8 3-3/8 12 16d 24130 1405 860 970 1245 600 680
WE66 PB66 12 12 5-1/2 -- 5 3-5/8 5-3/8 12 16d 29565 1405 860 970 1245 600 680
14 16d 3365 1955 1685 2505 1370 1685
2 1/2 3575 1955 1685 2505 1370 1685
6 x 6 Rough WE66R PB66R 12 12 6 -- 5 3-5/8 5-3/8 12 16d 29565 1405 860 970 1245 600 680
12 16d 1255 755 850 1090 525 595
2 1/2 1255 755 850 1090 525 595
14 16d 2705 1195 960 1895 835 675
2 1/2 2705 1195 960 1895 835 675
4 x 4 Rough WE44R PB44R 12 12 4 -- 5 3-5/8 3-3/8 12 16d 15335 1255 755 850 1090 525 595
12 16d 1255 755 850 1090 525 595
2 1/2 1255 755 850 1090 525 595
14 16d 2705 1195 960 1895 835 675
2 1/2 2705 1195 960 1895 835 675
4 x 6 Rough WE46R -- 12 12 6 -- 5 3-5/8 3-3/8 12 16d 24130 1255 755 850 1090 525 595
WE66 PB66 12 12 5-1/2 -- 5 3-5/8 5-3/8 12 16d 29565 1255 755 850 1090 525 595
14 16d 3135 1715 1685 2195 1200 1665
2 1/2 3135 1715 1685 2195 1200 1665
6 x 6 Rough WE66R PB66R 12 12 6 -- 5 3-5/8 5-3/8 12 16d 29565 1255 755 850 1090 525 595
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 len
g
th of anchor into concrete.
4) Minimum concrete strength f'c = 2,500 psi.
5
)
All bolts shall meet or exceed the specifications of ASTM A 307.
6
)
NAILS: 16d nails are 0.162" dia. x 3-1/2" lon
g
.
Dimensions (in)
16005
15335
24130
15335
24130
6775
6775
13815
13815
16005
5 2-1/4
3-1/2 2-1/4
3-1/4
3-9/16 2-1/4
4 x 6
6 x 6
5-1/2 5-1/2 6-3/4
5-1/2 -- 4-3/4
12
WAS66 PBS66 12 12
3-9/16 5-1/2 6-3/4 WAS46 PBS46 12 14
3-3/8 3-1/4
IBC,
FL,
LA
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 WE44 PB44 12
ASCE Seismic Design C-F
12 12 3-1/45-1/2 --
5-1/2
3-9/16 2-1/4
3-3/8
4 x 6
6 x 6
4 x 4
4-3/4
PBS46
PBS66
14
12
WAS44
WAS46
WAS66
Fastener
Schedule
5,6
IBC,
FL,
LA
12
12
DF/SP Allowable Loads (Lbs.)
2,4
3-1/43-1/2 4-3/4 3-3/8--
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
4 x 4
ASCE Seismic Design A & B
WE44
WE46
Code
Ref.
MiTek
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%
WAS / WE Wet Post Anchors
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: IBC, FL, LA
IRC R317.1.4, IBC 2304.12.2.2,
IRC R407.3, IBC 2304.10.7
Installation:
• Use all specied fasteners. See Product Notes, page 18.
• 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.
• 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.
Typical WAS
installation
Typical WE
installation
WAS
WE
W1
1" Stand-off
plate
Min edge distance
= 1.5 x H
2
Min edge distance
= 1.5 x H
2
L
L
H1
H2
11-3/16"
1"
W2
H1
H2
W1
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
F1
F1
F2
F2
Uplift
Download
F2
F2
F1
F1
Uplift
Download