Arena-notes.pdf

159 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 architectural floor plan and rigging notes document for the Ocean Center arena, prepared by Volusia County, Florida. The document provides detailed specifications for the arena's permanent rigging infrastructure, including roof truss systems, rigging beam configurations, and load capacity information. The arena features a 172-foot-5-inch by 250-foot playing surface with a 45-foot ceiling height and is served by a permanent rigging grid comprised of W14x90 and W14x99 beams in the eastern section arranged in approximately 24-by-24-foot grids, with W12x53 beams supporting the remainder of the arena in approximately 55-by-24-foot spacing. The document specifies rigging load limits, with W14x90 and W14x99 beams designed for 4,000-pound loads applied vertically or at maximum 45-degree angles, W12x53 beams designed for 4,000-pound loads at maximum 30-degree angles, and a horizontal truss designated "H-2" designed for 4,000-pound vertical loads at any point along each web member. The arena accommodates approximately 60 events per year and serves as one of two Ocean Center facilities for which the County seeks rigging services.

The floor plan and rigging specifications establish the technical infrastructure baseline for the rigging services procurement issued by Volusia County (ITB 26-B-37JJ). Qualified rigging contractors must understand these precise load capacities, beam configurations, and structural limitations when submitting proposals for exclusive rigging services. The contract requires selected contractors to hold certifications from ETCP, USITT, or NCCCO and maintain comprehensive insurance coverage including $1,000,000 commercial general liability per occurrence and $4,000,000 excess liability. The procurement was issued March 6, 2026, with questions due March 25, 2026, and responses due April 8, 2026, at 3:00 p.m. EST via the County's eProcurement Portal. The resulting agreement provides an initial three-year term with two optional one-year renewals contingent upon mutual written agreement and County Council approval. No specific budget amount or award value range is disclosed; pricing will be evaluated across comprehensive equipment rental and labor service categories covering both convention center and arena operations encompassing approximately 110 events annually.

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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 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 .