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Information on this page has been updated since the printing of the C-2008 catalog.
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ECCLQ/CCCQ/CCTQ Column Caps

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The ECCLQ, CCCQ and CCTQ column caps provide high capacity, multiple beam to column connector options. The design uses SDS screws to provide faster installation and a lower profile compared to standard through bolts. Screws are configured to provide high uplift design values.

Material: 7 gauge.

Finish: Simpson gray paint, also available in HDG.

Installation:

Options:

Ordering:


top Gallery:
  roll over images below to see larger image
 
ECCLQ
(Left direction shown)
CCCQ CCTQ

top Load Table: See code report listings below
Table
  1. Allowable load is per seat. Side beams must be loaded symetrically for the CCCQ.
  2. The combined uplift loads applied to all beams in the connector must not exceed the total allowable uplift load listed in the table.
  3. Where noted, the ECCLQ side beam may deflect an additional 1/8" beyond the standard 1/8" limit at the maximum uplift.
  4. The combined download for all of the carried beams shall not exceed the allowable download for the unmodified product (CCQ load for CCCQ and CCTQ, or ECCQ load for ECCLQ). The download for each side beam shall not exceed 35% of the allowable download for the unmodified product.
  5. Column width in the direction of the beam width must be the same as the main beam width (W1).

top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
CCCQ No code listing. Please contact us for test data.
CCTQ No code listing. Please contact us for test data.
ECCLQ No code listing. Please contact us for test data.

   
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