CRANES & DERRICKS: CODES & REGULATIONS
BUILDING CODE: TOWER CRANES SITE SPECIFIC WIND ANALYSIS 48 1 RCNY §3319-01 (continued) G. Proposed tie-in spacing H. Elevations and sections I. Action plan in case reduction factor is applied J. Wind load conditions, exposure category, wind distribution: •In-service of at least 45 mph •Out-of-service in accordance with NYCBC Chapter 16
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