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 Arena Catwalk Spotlight Locations technical drawing for the Ocean Center in Volusia County, Florida, detailing the permanent rigging infrastructure and lighting system specifications for the arena facility. The drawing illustrates the catwalk configuration (shown in purple) with current spotlight locations marked by green dots, and identifies the Sound and Lighting Control Booth location. The arena's rigging system comprises multiple floor elevations at 15 feet, 33 feet, and 36 feet, with a permanent structural grid of W14x90, W14x99, and W12x53 steel beams supporting the rigging loads. The drawing specifies numerous 4K and 8K load capacity points distributed across the catwalk structure, with rigging loads indicated at specific grid intersections (columns labeled A through R and rows numbered 1 through 14) to guide rigging contractor installation and equipment placement.

The technical specifications establish maximum suspended load capacities for the permanent rigging infrastructure, with W14x90 and W14x99 beams designed for 4,000-pound loads applied vertically or at angles up to 45 degrees from vertical, while W12x53 beams accommodate 4,000-pound loads at angles not exceeding 30 degrees from vertical. The horizontal truss designation "H-2" at elevation 50 feet 6.5 inches is designed to support 4,000-pound vertical loads at any point along each web member. All rigging loads may occur at any point along the beams within these capacity parameters, and the drawing references additional detailed structural information in Ellerbe drawing S4-1 for comprehensive rigging and installation guidelines.

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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 .