Arena_catwalk_spotlight_locations.pdf

98 KB Posted

Attached to
Rigging Services for Ocean Center
Solicitation number
26-B-37JJ
Issued by
Volusia County, Florida

About this file

Written by GovTribe AI ·

This is an AutoCAD technical drawing document related to rigging services for the Ocean Center, a convention center and arena facility operated by the County of Volusia, Florida. The drawing depicts catwalk spotlight locations within the arena, illustrating the permanent rigging infrastructure including beam configurations, load capacities, and spotlight placements. The arena features W14x90 and W14x99 rigging beams with centerline elevation at 48 feet, arranged in approximately 24-by-24-foot grids in the eastern section and 55-by-24-foot spacing in the remainder, with roof trusses spanning 56 feet on-center. The drawing specifies rigging load capacities: W14x90 and W14x99 beams are designed for 4,000-pound loads applied vertically or at a maximum 45-degree angle from vertical, while W12x53 beams support 4,000-pound vertical loads or at a maximum 30-degree angle, with the horizontal truss "H-2" allowing 4,000-pound loads applied vertically at any point along each web member. Green dots on the catwalk indicate current spotlight locations, with multiple 4K and 8K lighting fixtures distributed throughout the rigging structure. Floor elevations are noted at 15, 33, and 36 feet, with a sound and lighting control booth identified on the diagram.

This technical specification document provides essential infrastructure details for the rigging contractor selected through Volusia County's ITB 26-B-37JJ, with responses due April 8, 2026, at 3:00 p.m. EST. The drawing serves as a reference for understanding the arena's permanent rigging grid capacity and spotlight configurations, directly supporting the contractor's ability to design and execute specialized lighting and audio rigging services. The specifications confirm the arena's 45-foot ceiling height and permanent structural capacity noted in the procurement documentation, enabling qualified contractors to accurately assess load requirements and equipment needs for the approximately 60 annual arena events.

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Green dots indicate current locations of spotlights on the catwalk (catwalk shown in purple)

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FLOOR ELEV 15'

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FLOOR ELEV 15'

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FLOOR ELEV 36'

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FLOOR ELEV 36'

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FLOOR ELEV 33'

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W14 X 90 TYPICAL

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W14 X 90 TYPICAL

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W12 X 53 TYPICAL

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ROOF TRUSSES

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BOTT. CHORD ELEV. 48'0"

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TOP CHORD ELEV. 76'0"

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HORIZONTAL TRUSS

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ELEV. 50' 6-1/2"

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RIGGING NOTES:

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1) RIGGING LOADS SHOWN

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ON PLAN INDICATE EXACT

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LOCATION & MAX. CAPACITY

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THAT MAY BE SUSPENDED

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FROM ROOF TRUSS BOTTOM

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2) W14 X 90 & W14 X 99 BEAMS

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W/CL ELEV.@ 48'-0" ARE

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RIGGING BEAMS. THEY ARE

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LOAD APPLIED VERTICALLY,

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OR AT A MAX. 45 DEGREE ANGLE

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FROM VERTICAL.

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RIGGING LOAD MAY OCCUR

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AT ANY POINT ALONG THE BEAM.

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3) W12 X 53 BEAMS W/CL ELEV.

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@ 48'-0" ARE RIGGING BEAMS.

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THESE BEAMS ARE DESIGNED

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VERTICALLY, OR AT A MAX.

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30 DEGREE ANGLE FROM VERTICAL.

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RIGGING LOAD MAY OCCUR

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AT ANY POINT ALONG THE

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BEAM SUCH THAT THE TOTAL

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VERTICAL REACTION

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FROM ADJACENT W12 X 53

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BEAMS TRANSMITTED TO

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A COMMON W14 X 90 BEAM

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4) HORIZ. TRUSS "H-2" IS DESIGNED

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LOAD APPLIED VERTICALLY

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AT ANY POINT ALONG EACH

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WEB MEMBER.

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5) FRAMING SHOWN BTW. ROOF

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TRUSSES IS AT BOTTOM CHORD

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ELEVATION 48'-0".

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6) SEE ELLERBE DWG. S4-1

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FOR ADDITIONAL INFORMATION.

File details come from the government source that posted it. Updated .