CCQM/CCTQM/ECCLQM/CCCQM/ECCLQMD Column Caps for GFCMU and Concrete Piers

Product Details

The CCQM/CCTQM/CCCQM/ECCLQM embedded column caps are designed for use in raised pier foundations and applications where heavy timbers rest on concrete or concrete block columns. The heavy-gauge beam seats and unique SSTB-style anchor bolts provide the high uplift and lateral resistance needed to help resist high-wind events. The ECCLQMD is a variation that incorporates an additional seat to support a third member at the corner connection. The CCCQM is a variation that incorporates a stirrup on each side for intermediate support beams perpendicular to the main channel.

Framing is fastened with Strong-Drive^® SDS Heavy-Duty Connector screws (included) that install with no predrilling and feature a corrosion-resistant double-barrier coating.

CCQM — intended for use along a floor support beam and non-corner locations

CCTQM — also for use along a floor support beam and non-corner locations with a side stirrup that accommodates intermediate support beams coming at 90°

CCCQM — for use along a floor support beam with a stirrup on each side of the main channel that accommodates intermediate support beams coming at 90°

ECCLQM-KT — intended for use at the corners with MSTQM straps to make the connection from the ECCLQM to the wall framing above

ECCLL/RQMD-KT — ideal for applications where a member is needed off the corner of the structure, such as a deck joist/beam

Material

Column caps — 7 gauge; strap (MSTQM) — 12 gauge

Finish

Column caps — hot-dip galvanized or Simpson Strong-Tie gray paint; strap (MSTQM) — galvanized (ZMAX^®)

Installation

Use all specified fasteners; see General Notes
Reference Options for Column Caps for Concrete-Filled Pilasters, Grout-Filled CMU or Concrete Piers (T-C-CCQM-WS) special order worksheet for ordering assistance

Options

For variable widths on side stirrups specify W₃ or W₄ (3 1/4" to 7 1/8") and add an "X" to the end of the core model name. Example: CCTQM5.50X-SDSG, W₃ = 3 5/8".

Catalog Pages

C-C-2019 (Wood Construction Connectors), pages 255–256

Related Literature

Wood Construction Connectors 2019-2020

C-C-2019

A catalog including new product information as well as any applicable specification and installation instructions for wood-to-wood and wood-to-concrete structural connectors.

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Conectores para la construcción en madera 2017–2018

C-C-2017SP

Información completa de productos, de la aplicación, de las tablas de cargas y de la instalación, para más de 3,000 conectores de madera a madera, madera a concreto y concreto a mampostería.

Catalog

High Wind-Resistant Construction Application Guide

F-C-HWRCAG16

The newly updated High Wind-Resistant Construction Application Guide offers new applications, updated loads, as well as more fastening information that is used to resist high-wind.

Product Guide

Options for Column Caps for Concrete-Filled Pilasters, Grout-Filled CMU or Concrete Piers

T-C-CCQM-WS17

A one-page worksheet for special ordering column caps for concrete-filled pilasters, grout-filled CMU or concrete piers.

Worksheet

Do Your Decks Meet Code?

DIY-DECKPATIO18

A tearpad showing deck connections on one side and patio cover system connections on the other.

Flier

Flood-Resistant Construction Guide for Flood-Prone Regions

F-C-FLOODCON13

This flier is designed to educate Specifiers, Building Officials, and Dealers about how to build code-compliant structures to resist the forces created by flooding and high wind.

Flier

Product Information Tables

Dimensions

The MSTQM strap is a component of the ECCLQM kits. It is 12 ga. (0.101"), 3" wide, and 48" long.

Load Tables

These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.

CCQM/CCTQM/ECCLQM/CCCQM/ECCLQMD Column Caps for GFCMU and Concrete Piers Load Table

Loads have been increased for wind or earthquake loading, with no further increase allowed. Reduce where other loads govern.
Total uplift load and lateral load is based on tested anchor failure in the pier.
Allowable loads are based on either a 16" square grout-filled CMU pier with f'm of 1,500 psi or a 16" square CMU shell filled with 3,000 psi concrete. A minimum of (4) #7 vertical rebars are required. The Designer shall design and detail the GFCMU/concrete pier to resist all forces including uplift, shear and moment.
Pier height per Designer.
Side beam and main beam uplift loads assume DF/SP members and are not additive.
The allowable loads listed for grout-filled CMU apply to solid concrete piers of 2,500 psi concrete a minimum of 16" square.
The allowable loads listed for CMU shell-filled with 3,000 psi concrete apply to solid concrete piers of 3,000 psi concrete a minimum of 14" square.
The ECCLQM-KT is a kit packaged with (2) MSTQM straps and (32) 1/4" x 2 1/2" Strong-Drive® SDS Heavy-Duty Connector screws. One strap may be installed on each face of the ECCLQM, using the SDS Heavy-Duty Connector screws in the beams and (26) 0.162" x 2 1/2" nails (not provided) in the wall framing. The MSTQM strap's allowable tension load is 6,240 lb. If straps are not installed, table uplift applies to beam only.
Any side stirrup not fully supported by grout- or concrete-filled CMU has an allowable download of 7,000 lb.

Code Reports

Part	IAPMO UES ER	State of Florida
CCCQM	No evaluation report listing.
CCCQM3.62-SDSG		FL13904
CCCQM4.62-SDSG		FL13904
CCCQM5.50-SDSG		FL13904
CCQM	No evaluation report listing.
CCQM3.62-SDSHDG		FL13904
CCQM4.62-SDSHDG		FL13904
CCQM5.50-SDSHDG		FL13904
CCTQM	No evaluation report listing.
CCTQM3.62-SDSG		FL13904
CCTQM4.62-SDSG		FL13904
CCTQM5.50-SDSG		FL13904
ECCLLQMD3.62G-KT	No evaluation report listing.
ECCLLQMD5.50G-KT	No evaluation report listing.
ECCLQM3.62G-KT		FL13904
ECCLQM4.62G-KT		FL13904
ECCLQM5.50G-KT		FL13904
ECCLQMDG-KT	No evaluation report listing.
ECCLQMG-KT	No evaluation report listing.
ECCLRQMD3.62G-KT	No evaluation report listing.
ECCLRQMD4.62G-KT	No evaluation report listing.
ECCLRQMD5.50G-KT	No evaluation report listing.

Drawings

Part	Orthographic	Perspective
CCCQM3.62-SDSG	None	High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail D83: Beam to Corner Post/Column - HWRC D83 Beam to Corner PostColumn DWG DXF
CCCQM4.62-SDSG	None	High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail D83: Beam to Corner Post/Column - HWRC D83 Beam to Corner PostColumn DWG DXF
CCCQM5.50-SDSG	None	High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail D83: Beam to Corner Post/Column - HWRC D83 Beam to Corner PostColumn DWG DXF
CCQM3.62-SDS	CCQM3.62-SDS Left View DWG DXF	High Wind Resistant Construction Detail - HWRC D63 Beam to CMU or Concrete Pier Typical CCQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail D71: Beam to CMU or Concrete Pier - HWRC D71 Beam to CMU or Concrete Pier CCCQM 16 Sqr GFCMU (plan view) DWG DXF
CCQM3.62-SDSHDG	CCQM3.62-SDS Left View DWG DXF	High Wind Resistant Construction Detail - HWRC D63 Beam to CMU or Concrete Pier Typical CCQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail D71: Beam to CMU or Concrete Pier - HWRC D71 Beam to CMU or Concrete Pier CCCQM 16 Sqr GFCMU (plan view) DWG DXF
CCQM4.62-SDS	CCQM4.62-SDSHDG Front View DWG DXF CCQM4.62-SDSHDG Right View DWG DXF CCQM4.62-SDSHDG Top View DWG DXF	High Wind Resistant Construction Detail - HWRC D63 Beam to CMU or Concrete Pier Typical CCQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail D71: Beam to CMU or Concrete Pier - HWRC D71 Beam to CMU or Concrete Pier CCCQM 16 Sqr GFCMU (plan view) DWG DXF
CCQM4.62-SDSHDG	CCQM4.62-SDSHDG Front View DWG DXF CCQM4.62-SDSHDG Right View DWG DXF CCQM4.62-SDSHDG Top View DWG DXF	High Wind Resistant Construction Detail - HWRC D63 Beam to CMU or Concrete Pier Typical CCQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail D71: Beam to CMU or Concrete Pier - HWRC D71 Beam to CMU or Concrete Pier CCCQM 16 Sqr GFCMU (plan view) DWG DXF
CCQM5.50-SDS	None	High Wind Resistant Construction Detail - HWRC D63 Beam to CMU or Concrete Pier Typical CCQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail D71: Beam to CMU or Concrete Pier - HWRC D71 Beam to CMU or Concrete Pier CCCQM 16 Sqr GFCMU (plan view) DWG DXF
CCQM5.50-SDSHDG	None	High Wind Resistant Construction Detail - HWRC D63 Beam to CMU or Concrete Pier Typical CCQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail D71: Beam to CMU or Concrete Pier - HWRC D71 Beam to CMU or Concrete Pier CCCQM 16 Sqr GFCMU (plan view) DWG DXF
CCTQM3.62-SDS	CCTQM3.62-SDS Front View DWG DXF CCTQM3.62-SDS Left View DWG DXF CCTQM3.62-SDS Right View DWG DXF CCTQM3.62-SDS Top View DWG DXF	High Wind Resistant Construction Detail D66: Beam to CMU or Concrete Pier - HWRC D66 Beam to CMU or Concrete Pier Typical CCTQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF
CCTQM3.62-SDSG	CCTQM3.62-SDS Front View DWG DXF CCTQM3.62-SDS Left View DWG DXF CCTQM3.62-SDS Right View DWG DXF CCTQM3.62-SDS Top View DWG DXF	High Wind Resistant Construction Detail D66: Beam to CMU or Concrete Pier - HWRC D66 Beam to CMU or Concrete Pier Typical CCTQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF
CCTQM4.62-SDS	None	High Wind Resistant Construction Detail D66: Beam to CMU or Concrete Pier - HWRC D66 Beam to CMU or Concrete Pier Typical CCTQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF
CCTQM4.62-SDSG	None	High Wind Resistant Construction Detail D66: Beam to CMU or Concrete Pier - HWRC D66 Beam to CMU or Concrete Pier Typical CCTQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF
CCTQM5.50-SDS	None	High Wind Resistant Construction Detail D66: Beam to CMU or Concrete Pier - HWRC D66 Beam to CMU or Concrete Pier Typical CCTQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF
CCTQM5.50-SDSG	None	High Wind Resistant Construction Detail D66: Beam to CMU or Concrete Pier - HWRC D66 Beam to CMU or Concrete Pier Typical CCTQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF
ECCLLQMD3.62-KT	None	None
ECCLLQMD3.62G-KT	None	None
ECCLLQMD5.50-KT	None	None
ECCLLQMD5.50G-KT	None	None
ECCLQM3.62-KT	ECCLQM3.62G-KT Front View DWG DXF ECCLQM3.62G-KT Left View DWG DXF ECCLQM3.62G-KT Top View DWG DXF	High Wind Resistant Construction Detail D64: Beam to CMU or Concrete Pier - HWRC D64 Beam to CMU or Concrete Pier Typical ECCLQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF
ECCLQM3.62G-KT	ECCLQM3.62G-KT Front View DWG DXF ECCLQM3.62G-KT Left View DWG DXF ECCLQM3.62G-KT Top View DWG DXF	High Wind Resistant Construction Detail D64: Beam to CMU or Concrete Pier - HWRC D64 Beam to CMU or Concrete Pier Typical ECCLQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF
ECCLQM4.62-KT	ECCLQM3.62G-KT Front View DWG DXF ECCLQM3.62G-KT Left View DWG DXF ECCLQM3.62G-KT Top View DWG DXF	High Wind Resistant Construction Detail D64: Beam to CMU or Concrete Pier - HWRC D64 Beam to CMU or Concrete Pier Typical ECCLQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF
ECCLQM4.62G-KT	ECCLQM3.62G-KT Front View DWG DXF ECCLQM3.62G-KT Left View DWG DXF ECCLQM3.62G-KT Top View DWG DXF	High Wind Resistant Construction Detail D64: Beam to CMU or Concrete Pier - HWRC D64 Beam to CMU or Concrete Pier Typical ECCLQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF
ECCLQM5.50-KT	ECCLQM3.62G-KT Front View DWG DXF ECCLQM3.62G-KT Left View DWG DXF ECCLQM3.62G-KT Top View DWG DXF	High Wind Resistant Construction Detail D64: Beam to CMU or Concrete Pier - HWRC D64 Beam to CMU or Concrete Pier Typical ECCLQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF
ECCLQM5.50G-KT	ECCLQM3.62G-KT Front View DWG DXF ECCLQM3.62G-KT Left View DWG DXF ECCLQM3.62G-KT Top View DWG DXF	High Wind Resistant Construction Detail D64: Beam to CMU or Concrete Pier - HWRC D64 Beam to CMU or Concrete Pier Typical ECCLQM Installation DWG DXF High Wind Resistant Construction Detail - HWRC D67 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D68 16In. Square grout-filled CMU Shell pier DWG DXF High Wind Resistant Construction Detail - HWRC D69 16In. Square CMU Shell Filled with 3000 psi concrete pier DWG DXF High Wind Resistant Construction Detail - HWRC D70 16In. Square grout-filled CMU Shell pier DWG DXF
ECCLRQMD3.62-KT	None	High Wind Resistant Construction Detail D65: Beam to CMU or Concrete Pier - HWRC D65 Beam to CMU or Concrete Pier Typical ECCLRQMD KT Installation DWG DXF
ECCLRQMD3.62G-KT	ECCLRQMD3.62G-KT Front View DWG DXF ECCLRQMD3.62G-KT Right View DWG DXF ECCLRQMD3.62G-KT Top View DWG DXF	High Wind Resistant Construction Detail D65: Beam to CMU or Concrete Pier - HWRC D65 Beam to CMU or Concrete Pier Typical ECCLRQMD KT Installation DWG DXF
ECCLRQMD4.62G-KT	ECCLRQMD4.62G-KT Front View DWG DXF ECCLRQMD4.62G-KT Right View DWG DXF ECCLRQMD4.62G-KT Top View DWG DXF	High Wind Resistant Construction Detail D65: Beam to CMU or Concrete Pier - HWRC D65 Beam to CMU or Concrete Pier Typical ECCLRQMD KT Installation DWG DXF
ECCLRQMD5.50-KT	ECCLRQMD5.50-KT Front View DWG DXF ECCLRQMD5.50-KT Right View DWG DXF ECCLRQMD5.50-KT Top View DWG DXF	High Wind Resistant Construction Detail D65: Beam to CMU or Concrete Pier - HWRC D65 Beam to CMU or Concrete Pier Typical ECCLRQMD KT Installation DWG DXF
ECCLRQMD5.50G-KT	None	High Wind Resistant Construction Detail D65: Beam to CMU or Concrete Pier - HWRC D65 Beam to CMU or Concrete Pier Typical ECCLRQMD KT Installation DWG DXF