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Stainless Steel Driven

Concrete Brackets Type 316L SS

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Engineered to secure posts to wet pour concrete footings or foundations, these Type 316L low carbon stainless steel thick material provide solid anchors. The heavy material and premium stainless steel ensures strong, bracing and load requirements. There is a 6" set into the concrete and 8" for post support. Bolt hole diameters are 5/8". Bracket requires two 1/2" stainless steel bolts. The brackets does not provide adequate resistance to prevent members from rotating and therefore are not recommended for non top-supported installations (i.e. fences or cantilever posts).

Availability: In stock

Product Name Part# Box Count Price Qty
4" x 4" Concrete Brackets Type 316L SS SCP44 Ea
$120.00
6" x 6" Concrete Brackets Type 316L SS SCP66 Ea
$135.00
8" x 8" Concrete Brackets Type 316L SS SCP88 Ea
$175.00

Description

Details

Engineered to secure posts to wet pour concrete footings or foundations, these Type 316L low carbon stainless steel thick material provide solid anchors. The heavy material and premium stainless steel ensures strong, bracing and load requirements. There is a 6" set into the concrete and 8" for post support. Bolt hole diameters are 5/8". Bracket requires two 1/2" stainless steel bolts. The brackets does not provide adequate resistance to prevent members from rotating and therefore are not recommended for non top-supported installations (i.e. fences or cantilever posts).

  • Features:
  • Solid Type 316L Stainless Steel alloy meets AISI standards
  • For 4" x 4" & 6" x 6" dimensional lumber
  • 3/16" thick flat bar material for 4" x 4" & 6" x 6" sizes
  • 1/4" thick flat bar material for 8" x 8" size
  • 5/8" diameter bolt holes
  • Each concrete bracket requires two 1/2" stainless steel bolts
  • Virtually imperious to salt, sand and ocean spray
  • Engineered data load capacities adheres to Uniform Building Code

Additional Info

Additional Info

Specification

 

CONCRETE/POST BRACKETS - LOAD CAPACITIES

GENERAL NOTES

  • Load capacity values are reported in pounds.
  • All values reported are determined using Hem-Fir wood. Adjustments must be made for use with other wood species.
  • Brackets are not recommended for use with non-supported top members (i.e., cantilever posts),
  •  All specified fasteners must be used to obtain full load capacity values.
  • All load capacities shown are based on dry moisture content conditions. For moisture contents that are not dry at fabrication or in-service, the user must use the National Design Specification (NDS) to appropriately adjust the load capacities.
  • Uplift capacities are increased for seismic and wind loads by 33% and 60%. When other load conditions exist, no increase is allowed.
  • All nails are stainless steel common nails, unless otherwise specified.
  • All bolts are stainless steel and are specified by diameter.
  • Load capacities for multiple directions cannot be added together. A design load that can be divided into components In the direction of the given load capacity must be evaluated as follows:
    • o Design Uplift/Allowable Uplift + Design Lateral/Allowable Lateral < 1.0
  • Load capacities were determined using the 1991 National Design Specification in accordance with the 1997 Uniform Building Code (UBC).

Concrete / Post Bracket

 

 

 

 

Download

Uplift

Lateral

 

Bolts

1.00

1.00

1.33

1.6

1.00

CP44

2 – 5/8”

8754

2729

3639

4366

1653

CP66

2 – 5/8’

6188

2735

3637

4376

1657

 

CONNECTION SPECIFIC NOTES:

The minimum side cover for the concrete/post bracket connection (CP44 or CP66) is 6 inches.

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