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   Willamette  Wood Construction Connectors  

Wood Construction Connectors - Page 31

 

 

®
PB POST BASES
CAPS & 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.

AC—Twin design allows easy installation. LPC—Adjustable design allows greater connection versatility.

MATERIAL: AC, LPC4—18 gauge; LPC6—16 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. LPC—2y2" 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.

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