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 file is an architectural drawing (Arena-notes.pdf) prepared for the County of Volusia, Florida, Ocean Center, detailing the structural rigging specifications and load-bearing capacities of the arena facility. The drawing provides comprehensive technical specifications for the arena's permanent rigging infrastructure, including roof truss configurations, beam sizes, and maximum allowable suspended loads. The arena features a permanent rigging grid with W14x90 and W14x99 beams arranged in approximately 24-by-24-foot grids in the eastern section and 55-by-24-foot spacing in the remainder of the facility, with a bottom chord elevation of 48 feet and top chord elevation of 76 feet. Rigging notes indicate that W14x90 and W14x99 beams are designed for 4,000-pound loads applied vertically or at a maximum 45-degree angle from vertical, W12x53 beams support 4,000-pound loads at up to 30 degrees from vertical with coordinated loading restrictions between adjacent beams, and the horizontal truss "H-2" accommodates 4,000-pound loads applied vertically at any point along each web member. The drawing cross-references additional structural information available in Ellerbe drawing S4-1.

This technical drawing serves as supporting documentation for the County of Volusia's Invitation for Bid 26-B-37JJ for rigging services, establishing the structural parameters and load limitations that qualified rigging contractors must understand and comply with when providing services at the Ocean Center's arena facility. The specifications detailed in this drawing directly inform pricing, equipment selection, and operational procedures for the exclusive rigging services contract, which encompasses approximately 60 arena events annually with specific attention to rigging supervisor qualifications, certified personnel requirements, and adherence to load-bearing restrictions outlined in the structural documentation.

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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 .