Titan commercial ramp & step system – EZ-ACCESS TITA MODULAR ACCESS SYSTEM User Manual

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IBC Code Compliant Architectural Specifications

TITAN COMMERCIAL RAMP & STEP SYSTEM

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12805 REV 10-22-14

3.2 LANDINGS

3.2.1 Engineering

3.2.1.1 Landings shall be designed for a minimum uniform live load of 100

pounds per square foot and a concentrated static vertical load of 500
pounds distributed uniformly over an area of 1 square foot.

3.2.2 Materials

3.2.2.1 Landings shall be constructed of 6000 series aluminum alloy with 6061-

T6 or 6005-T5 for primary structural components.

3.2.3 Design

3.2.3.1 Landings shall be prefabricated in typical 64-5/16” square, 72-3/8” square

or 64-5/16” x 88-9/16” rectangular sections.

3.2.3.2 Landings shall be designed for variable heights.
3.2.3.3 The walking surface of the landing shall be continuous, without gaps, and

shall be comprised of approximately 1-1/4” x 6” high self-mating
aluminum deck with extruded slip resistant surface.

3.3 STEPS

3.3.1 Engineering

3.3.1.1 Step Systems shall be designed for a minimum uniform live load of 100

pounds per square foot and a concentrated vertical load of 300 pounds
distributed uniformly over an area of 4 square inches.

3.3.2 Materials

3.3.2.1 Step Systems shall be constructed using 6000 series aluminum alloy with

6061-T6 or 6005-T5 being used for primary structural components.

3.3.3 Design

3.3.3.1 Step risers shall be between 7” maximum and 4” minimum (6” typical)

high and shall be closed.

3.3.3.2 Step treads shall be 11” minimum deep (12-1/2” typical) x 44” minimum

wide (50-1/2” typical).

3.3.3.3 The walking surface of the step shall be without gaps and shall be

composed of self-mating aluminum treads and riser closures with an
extruded slip resistant surface.

3.4 LEGS

3.4.1 Engineering

3.4.1.1 The legs shall be designed to support the ramp and landing sections.

(See sections 3.1.1.1 & 3.2.1.1.)

3.4.2 Materials

3.4.2.1 Legs shall be all aluminum construction alloy 6061-T6 or 6005-T5.
3.4.2.2 All fasteners shall be corrosion resistant.

3.4.3 Design

3.4.3.1 The legs shall telescope and allow for height and slope adjustments. Legs

shall be designed so that they will be perpendicular to the ground and
vertical loads are transmitted axially through them, regardless of slope.

3.4.3.2 All legs shall have through bolted polymer 7-3/8” x 7-3/8” footpads to

ensure maximum load distribution.

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