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 drawing and rigging notes document for the Ocean Center arena facility in Volusia County, Florida, detailing the structural specifications and load capacities for rigging operations. The document provides comprehensive technical specifications for the arena's rigging infrastructure, including permanent beam structures comprising W14x90 and W14x99 beams arranged in approximately 24'x24' grids in the eastern section spanning 80 feet, with the remainder of the arena featuring 55'x24' beam spacing aligned on the east-west orientation. The facility ceiling height is 45 feet with a playing surface of 172'5" by 250'. The rigging notes establish maximum load capacities and operational parameters: W14x90 and W14x99 beams are designed to support 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 maximum 30-degree angles with constraints on combined reactions to common beams. The horizontal truss "H-2" is designed to accommodate 4,000-pound loads applied vertically at any point along each web member, with all framing positioned at bottom chord elevation of 48 feet.

The rigging notes emphasize that load locations shown on the plan indicate exact positioning and maximum suspension capacity from the roof truss bottom chord, measured in thousands of pounds. All rigging loads must comply with the specified angle restrictions and load distributions to prevent exceeding maximum capacities at connection points. The document references Ellerbe drawing S4-1 for additional structural information and serves as the technical foundation for rigging contractor qualifications and operational procedures at the Ocean Center arena facility.

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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 .