Architectural Precast Concrete
and Steel Stud Building Panels

Architectural Precast Concrete Panel TestArchitectural Precast Concrete Panel Test

concrete panel building Test Results
Title of Test Measured Allowed
Preload at +50% Design Pressure (15.0 psf) _ _
Static Pressure Air Infiltration @ 6.24 psf <0.01 cfm/ft2 0.06 cfm/ft2 max
Static Pressure Water Resistance @ 10.0 psf No leakage No leakage
Dynamic Pressure Water Resistance @ 10.0 psf No leakage No leakage
Uniform Load Deflection @ Design Loads (±60.0 psf) See Table 1 & Sketch 1 See Table 1
Repeat Static Pressure Air Infiltration @ 6.24 psf <0.01 cfm/ft2 0.06 cfm/ft2 max
Repeat Static Pressure Water Infiltration @ 10.0 psf No leakage No leakage
Repeat Dynamic Pressure Water Resistance @ 10.0 psf No leakage No leakage
Thermal Cycling (0F to 160F) See Note below, Table 2, Sketch 2 See Note below, Table 2, Sketch 2
Note: The thermal cycling was conducted according to the attached test procedure. At the conclusion of the cycling, there were no visible detrimental effects to the wall. Reference Table 2 and Sketch 2 for Temperatures and Deflection recorded during the cycling.
Repeat Static Pressure Air Infiltration @ 6.24 psf <0.01 cfm/ft2 0.06 cfm/ft2 max
Repeat Static Pressure Water Resistance @ 10.0 psf No leakage No leakage
Repeat Dynamic Pressure Water Resistance @ 10.0 psf No leakage No leakage
Uniform Structural Overloads @ 150% Design Loads (±90.0 psf) See Table 3, Sketch 1 See Table 3
Seismic Test (Lateral Cycling to ±1.62") There was visible distortion occuring to metal framing and anchoring system, however there was no failure. Refer to the photo section for additional information.
LEED certification Multiple panels test