A wide flange beam or blocking connects to a supporting wide flange beam using a shear plate and high-strength bolts. The connection detail specifies a shear plate identified as plate 'T' with bolt size and spacing per schedule S5.13. Edge distances, center-to-center spacings, and dimensional clearances from the face of the web and end of the beam are detailed for the bolt group. A note indicates a similar condition for single-row seismic connections where indicated on plan.
SHEAR PL 'T', SEE WF BM WF BM OR BLKG NOTE: SIMILAR CONDITION AT SINGLE ROW SEISMIC CONNECTION WHERE INDICATED ON PLAN BY ● 'K' + 1 3/4" MIN 3"CC, TYP A S5.13 FOR NUMBER & SIZE OF HSB PER ROW, SEE A S5.13 'W' AS IN 2" 3" 1 3/4" 1 3/4" A S5.13 END OF BM F.O. WEB 3" 3" 2"
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