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// CODE SNIPPET

2304.11.1.1 Column Connections

Building Code 2015 of New Jersey > 23 Wood > 2304 General Construction Requirements > 2304.11 Heavy Timber Construction > 2304.11.1 Columns > 2304.11.1.1 Column Connections
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Girders and beams shall be closely fitted around columns and adjoining ends shall be cross tied to each other, or intertied by caps or ties, to transfer horizontal loads across joints. Wood bolsters shall not be placed on tops of columns unless the columns support roof loads only.

Related Code Sections


2304.11.1.1 Wood, Column Connections
Girders and beams shall be closely fitted around columns and adjoining ends shall be cross tied to each other, or intertied by caps or ties ...
Building Code 2015 of New Jersey > 23 Wood > 2304 General Construction Requirements > 2304.11 Heavy Timber Construction > 2304.11.1 Columns > 2304.11.1.1 Column Connections
2304.11.1.1 Wood, Columns
and connected in an approved manner. Girders and beams at column connections shall be closely fitted around columns and adjoining ends shall be cross tied ...
Building Code 2018 of New Jersey > 23 Wood > 2304 General Construction Requirements > 2304.11 Heavy Timber Construction > 2304.11.1 Details of Heavy Timber Structural Members > 2304.11.1.1 Columns
R606.12.2.3.2 Wall Construction, Connections to Masonry Columns
of TMS 402/ACI 530/ASCE 5. Where anchor bolts are used to connect horizontal elements to the tops of columns, the bolts shall be placed within lateral ...
Residential Code 2015 of New Jersey > 6 Wall Construction > R606 General Masonry Construction > R606.12 Seismic Requirements > R606.12.2 Seismic Design Category C > R606.12.2.3 Design of Elements Part of the Lateral Force-Resisting System > R606.12.2.3.2 Connections to Masonry Columns
R606.12.2.3.2 Wall Construction, Connections to Masonry Columns
of TMS 402. Where anchor bolts are used to connect horizontal elements to the tops of columns, the bolts shall be placed within lateral ties. Lateral ...
Residential Code 2018 of New Jersey > 6 Wall Construction > R606 General Masonry Construction > R606.12 Seismic Requirements > R606.12.2 Seismic Design Category C > R606.12.2.3 Design of Elements Part of the Lateral Force-Resisting System > R606.12.2.3.2 Connections to Masonry Columns
704.2 Fire and Smoke Protection Features, Column Protection
protection by protecting it on all sides for the full column height, including connections to other structural members, with materials having the required ...
Building Code 2015 of New Jersey > 7 Fire and Smoke Protection Features > 704 Fire-Resistance Rating of Structural Members > 704.2 Column Protection
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