Product Description
The Simpson ECCLRQMD3.62G-KT is a hot-dip galvanized, L-shape embedded column cap engineered for raised pier foundations and structural applications where heavy timbers or beams rest on concrete or concrete block columns. The heavy-gauge beam seat and unique SSTB-style anchor bolts deliver the high uplift and lateral resistance required to help resist high-wind events. As the ECCLQMD variation, this cap incorporates an additional seat to support a third member at the corner connection - making it the ideal choice for corner-of-structure connections such as a perimeter deck joist or beam. This kit (right-hand orientation) includes MSTQM straps and screws to complete the connection from the embedded column cap to the wall framing.
Key Features
- L-Shape Corner Connection: Ideal for applications where a member is needed off the corner of the structure, such as a deck joist or beam.
- Right-Hand Orientation: Designed for right-direction installations. Order ECCLLQMD for left direction.
- Heavy-Gauge Construction: Manufactured from 7-gauge steel for superior load-bearing strength and durability.
- Hot-Dip Galvanized (HDG) Finish: Provides enhanced corrosion resistance, making this cap well-suited for exterior and treated-wood applications.
- SSTB-Style Anchor Bolts: Unique anchor bolt design delivers high uplift and lateral resistance to help withstand high-wind events.
- MSTQM Straps Included: Kit includes MSTQM straps to make the connection from the ECCLQMD to the wall framing.
- High Uplift Screw Configuration: Screws are configured to provide high uplift design values.
- Certified Welds: Certified welds for confidence in strength and loading.
- Flush Installation: SSTB offset allows flush installation to the edge of the pier.
- CMU-Friendly Spacing: SSTBs spaced to fit standard CMU cells.
- Made in the USA: Manufactured in the United States.
Specifications
- Model Number (MPN): ECCLRQMD3.62G-KT
- Series: ECCLQMD
- Beam Orientation: Right (Skewed Right)
- Main Channel Width (W1): 3-5/8 in.
- Main Channel Length (L1): 16-1/2 in.
- Gauge: 7 ga. Steel
- Coating / Finish: Hot-Dip Galvanized (HDG)
- Country of Origin: United States
Approved Applications
- Raised pier foundation connections where heavy timbers or beams rest on concrete or concrete block columns.
- Corner structural connections requiring a third member support, such as a perimeter deck joist or beam.
- Exterior construction and treated-wood applications requiring enhanced corrosion resistance.
- High-wind regions requiring elevated uplift and lateral load resistance at column cap connections.
What's Included
- 1x ECCLRQMD3.62G Embedded Column Cap (Right, Hot-Dip Galvanized)
- MSTQM straps to make the connection from the ECCLQMD to the wall framing
- Screws configured to provide high uplift design values
- Contact us for Configurable Options and Special orders
- Available in widths up to nominal 7-1/
Frequently Asked Questions
- What beam size is this column cap designed to fit?
- The ECCLRQMD3.62G-KT is designed for a main channel width of 3-5/8 in., making it compatible with beams of that dimension. The main channel length is 16-1/2 in.
- What is the difference between this product and the ECCLLQMD?
- This kit is designed for right-direction installations. If you need a left-direction orientation, you should order the ECCLLQMD instead.
- What makes this column cap suitable for exterior and treated-wood applications?
- This cap features a hot-dip galvanized (HDG) finish, which provides enhanced corrosion resistance compared to standard coatings, making it well-suited for exterior environments and use with treated wood.
- What is included in this kit, and what application is the ECCLQMD variation intended for?
- This kit includes MSTQM straps and screws to complete the connection from the embedded column cap to the wall framing. The ECCLQMD variation incorporates an additional seat to support a third member at the corner connection, making it ideal for applications where a member is needed off the corner of the structure, such as a deck joist or beam.
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FAQs
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