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CCPC Column Caps

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Material: See table.

Finish: Textured powder-coated flat black paint

Installation: Use all specified fasteners. See General Notes.

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CCPC

top Load Table: See code report listings below
Table
  1. Allowable loads have been increased 33% and 60% for earthquake or wind loading. No further increase allowed; reduce where other loads govern.
  2. Post sides are assumed to lie in the same vertical plane as the beam sides.
  3. Downloads are determined using Fc perpendicular equal to 625 psi on seat area; reduce where end bearing value of post, L/R of post, or other criteria are limiting.
  4. See CC and ECC/ECCU for glulam beam sizes and conditions. Add PC to the model, i.e. CC3 1/4-4PC.
  5. Bolt holes shall be a minimum of 1/32" to a maximum of 1/16" larger than the specified bolt's diameter (2005 NDS, Section 11.1.2).
  6. Column caps for end conditions available to order, add an "E" to the start of the model number. See ECC/ECCU Load Table for load values.
top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
CB88PC No code listing. Please contact us for test data.
CC44PC No code listing. Please contact us for test data.
CC66PC No code listing. Please contact us for test data.
CC68PC No code listing. Please contact us for test data.
CCB46PC No code listing. Please contact us for test data.
CCPCSee specific model numbers for code listings.

   
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