®
|
PB POST BASES
|

Locking prongs eliminate bolts or inserts in concrete. The
one-piece design assures maximum strength.
MATERIAL: 12 gauge
FINISH: Galvanized
INSTALLATION:
- Use all specified fasteners. See General Notes.
- Holes are provided for installation with either 16d commons
or W bolts for PB66 and PB66R; all other models use 16d commons only.
- A 2" minimum sidecover is required to obtain the full
load.
- Not recommended for non-top-supported installations such as
fences.
CODES: BOCA, ICBO, SBCCI NER-443; Dade Co., FL 97-0325.03; City of LA RR
25149.
| Model
No. |
Dimensions
|
Uplift
Avg Ult |
Allowable
Loads |
| W |
L |
12-16d
Nails (133 & 160) |
2-1/2MB |
| Uplift |
F1 |
F2 |
Uplift (133 &
160) |
| PB44 |
3 9/16 |
3/4 |
4267 |
1365 |
765 |
1325 |
|
| PB44R |
4 |
3 1/4 |
4267 |
1365 |
765 |
1325 |
|
| PB46 |
5 1/4 |
3 1/4 |
4267 |
1365 |
765 |
1325 |
|
| PB46R |
6 |
3 1/4 |
4267 |
1365 |
765 |
1325 |
|
| PB66 |
5 1/2 |
51/4 |
5143 |
1640 |
765 |
1325 |
1640 |
| PB66R |
6 |
5 1/4 |
5143 |
1640 |
765 |
1325 |
1640 |
1. Allowable loads have been increased 33% and 60% for
earthquake or wind loading, with no further increase allowed.
AC/LPC POST CAPS

The AC MAX design allows for higher load capacity to match
comparable post bases.
ACTwin design allows easy installation.
LPCAdjustable design allows greater connection versatility.
MATERIAL: AC, LPC418 gauge;
LPC616 gauge
FINISH: Galvanized. Some products
available with Z-MAX; see Corrosion-Resistance, page 6.
INSTALLATION:
- Use all specified fasteners. See General Notes.
Install AC and LPC in pairs. LPC2y2" beams may be used if 10dxl1 1/2"
nails are substituted for 10d commons.
CODES: BOCA, ICBO, SBCCI NER-421, NER-443,
NER-469; Dade County FL 97-0325.03; City of L.A. RR 25076.
| Model
No. |
Dimensions |
Fasteners |
Uplift
Avg Ult |
Allowable
Loads (133 & 160)1 |
| |
W |
L |
Beam |
Post |
Uplift |
Lateral |
| AC4 MIN |
3-9/16 |
6-1/2 |
12-16d |
8-16d |
4467 |
1430 |
715 |
| AC4 MAX |
3-9/16 |
6-1/2 |
14-16d |
14-16d |
10000 |
2500 |
1070 |
| AC4R MIN |
4 |
7 |
12-16d |
8-16d |
4467 |
1430 |
715 |
| AC4R MAX |
4 |
7 |
14-16d |
14-16d |
10000 |
2500 |
1070 |
| ACE4 MIN |
-- |
4-1/2 |
8-16d |
6-16d |
-- |
1070 |
715 |
| ACE4 MAX |
-- |
4-1/2 |
10-16d |
10-16d |
-- |
1785 |
1070 |
| AC6 MIN |
5-1/2 |
8-1/2 |
12-16d |
8-16d |
4467 |
1430 |
715 |
| AC6 MAX |
5-1/2 |
8-1/2 |
14-16d |
14-16d |
10000 |
2500 |
1070 |
| AC6R MIN |
6 |
9 |
12-16d |
8-16d |
4467 |
1430 |
715 |
| AC6R MAX |
6 |
9 |
14-16d |
14-16d |
10000 |
2500 |
1070 |
| ACE6 MIN |
-- |
6-1/2 |
8-16d |
6-16d |
-- |
1070 |
715 |
| ACE6 MAX |
-- |
6-1/2 |
10-16d |
10-16d |
-- |
1785 |
1070 |
| LPC4 |
3-9/16 |
3-1/2 |
8-10d |
8-10d |
2333 |
760 |
325 |
| LPC6 |
5-9/16 |
5-1/2 |
8-10d |
8-10d |
2817 |
915 |
490 |
1. Allowable loads have been increased 33% and 60% for
earthquake or wind loading with no further increase allowed; reduce for other load
durations according to the code.
2. Loads apply only when used in pairs.
3. LPC fastener quantities are for two LPCs.
4. LPC lateral load is in the direction of the beam's axis.
5. MIN nailing quantity and load values - fill all round
holes;
MAX nailing quantities and load values - fill round and
triangle holes. |