TEST PRESSURES VERSUS CLASS (AAMA/WDMA/CSA 101/I.S.2/A440).


CLASS

PRELOAD (H20)

STP (H20)

WTP (H20)

"R"

15

11.25 (2.16)

22.50 (4.32)

2.86 (.55)

20

15.00 (2.88)

30.00 (5.76)

3.00 (.58)

"LC"

25

18.75 (3.60)

37.50 (7.20)

3.75 (.72)

"C"

30

22.50 (4.32)

45.00 (8.64)

4.50 (.86)

35

26.25 (5.04)

52.50 (10.08)

5.25 (1.01)

"HC"

40

30.00 (5.76)

60.00 (11.52)

6.00 (1.15)

45

33.75 (6.48)

67.50 (12.96)

6.75 (1.30)

50

37.50 (7.20)

75.00 (14.40)

7.50 (1.44)

55

41.25 (7.92)

82.50 (15.84)

8.25 (1.58)

60

45.00 (8.64)

90.00 (17.28)

9.00 (1.73)

65

48.75 (9.36)

97.50 (18.72)

9.75 (1.87)

70

52.50 (10.08)

105.00 (20.16)

10.50 (2.02)



Mobile Home: +25.0 psf = 4.80" (H20) -12.5 psf = 2.40" (H20)

Inches of Water = psf / 5.208

NOTES:

"R" = Residential

"LC" = Light Commercial

"C" = Commercial

"HC" = Heavy Commercial

Residential Ratings begin at Class 15, Light Commercial Ratings begin at Class 25, Commercial Ratings begin at Class 30 and Heavy Commercial ratings begin at Class 40. These ratings are dependent upon the size of the product. Should you want a Commercial rating, but the size of the test sample only meets the size requirements for a Light Commercial Rating, then it would have to be rated as an LC. In other words, if your product doesn't meet the size requirements for a C Rating, but it passes the Water and Structural testing at the 30 or 35 level, then it can be labeled as an LC30, or LC35, etc.

Structural Test Pressure (STP) = 1.5 X Class (Design Pressure).

Water Test Pressure (WTP) = 15% of Class (Design  Pressure).  

Preload = 1/2 of the Structural Test Pressure. Preloading is only required when Permanent Set Measurements are being taken. Normally Permanent Set Measurements are only required when there is an intermediate member such as a meeting rail or interlock on a Horizontal Slider, Single Hung Or Sliding Glass Door or XO configuration of any type or a horizontal or vertical mullion of any type in a Fixed product.

The preload is applied for 10 seconds and then released. The gages are then set to zero and the Structural Test Pressure is applied. The purpose of the preload is to remove mechanical slack and permanent set that may have been introduced from previous testing.

 

 

TABLE OF EQUIVALENT WIND VELOCITIES


CLASS

STRUCTURALTEST PRESSURE IN PSF

EQUIVALENT WIND VELOCITY IN MPH

WATER TEST PRESSURE IN PSF

EQUIVALENT WIND VELOCITY IN MPH

15

22.50

95

2.86

34

20

30.00

110

3.00

35

25

37.50

123

3.75

39

30

45.00

134

4.50

42

35

52.50

145

5.25

46

40

60.00

155

6.00

49

45

67.50

164.

6.75

52

50

75.00

173

7.50

55

55

82.50

182

8.25

57

60

90.00

190

9.00

60

65

97.50

198

9.75

63

70

105.00

205

10.50

65


NOTE:  Wind velocity has been rounded to the nearest 1 mph

AIR INFILTRATION PRESSURES IN PSF

EQUIVALENT WIND VELOCITY IN MPH

1.57

25

6.24

50



These values are calculated from the Ensewiler formula, P = .002496 V2, where V = Wind Velocity in MPH and P = the Differential Pressure across the window in Pounds per Square Foot. The equation assumes the direction of the wind is perpendicular to the window and there are no effects from surrounding terrain or the shape of the building in which it is installed. Positive (+) pressures act inward and Negative (-) pressures act outward on the window.

This information provided Courtesy of Quality Testing Incorporated. For any additional information or questions, contact us at:

Quality Testing Inc. 3310 Hill Avenue Everett, WA. 98201 Phone: 425-259-6799 Fax: 425-259-4936

email: qualtest@premier1.net