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Euroview 70 Technical Manual - West Coast Vinyl Windows

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EUROVIEW <strong>70</strong> STRUCTURAL LOAD CHARTS<br />

For Couplers<br />

Page 1 of 8<br />

I. HOW TO USE THE CHARTS FOR THE EUROVIEW <strong>70</strong> COUPLERS:<br />

A. Select the desired Design Pressure (DP20 [960Pa] on up, in increments of 10psf [480Pa]).<br />

B. Locate the unit’s Modular Size (width or height) along the bottom of the Charts. The Modular Size<br />

should be the largest distance between adjacent couplers, center to center.<br />

C. Moving straight up from where you marked the Modular Size, note whether the Coupler Span L is<br />

below or above the curve representing the limit of the desired DP.<br />

1. If L is above the curve, the coupler option is unacceptable for the DP required.<br />

2. If L is on or below the curve, the coupler option is acceptable for the DP required. However,<br />

below the curve is preferred, since on the curve are borderline cases.<br />

3. Example: Suppose there is a 107 ¾” x 72” [273.7 x 182.9cm.] mulled assembly of three equal<br />

units having two vertical couplers. The Modular Width may be approximated by<br />

107.75/3=35.917 in. [273.7/3=91.23cm.]. Since 35.917 [91.23cm.] is much closer to the 36”<br />

[91.4cm.] line than to the 30” [76.2cm.] hatch mark immediately preceding it, go straight up<br />

the 36” [91.4cm.] line until you reach the 72” [182.9cm.] horizontal line.<br />

Suppose Coupler #113.348 is being used (this is the 49 x 25 x 1.5mm. steel “U” with “ears).<br />

This is acceptable for DP20 [960Pa] since 72” [182.9cm.] is below the curve, but<br />

unacceptable for DP30 [1440Pa] or greater.<br />

II. REMARKS CONCERNING THE CHARTS:<br />

A. The Charts furnish only guidelines for the initial selections – i.e., that the couplers could handle a<br />

Structural Test Pressure (STP) of 1.5 X the specified DP:<br />

1. For example, the DP40 [1920Pa] curve represents L/175 being exactly met at 60psf [2880Pa].<br />

2. Local building codes may adhere to different standards or require a review by a certified P.E.<br />

B. The Charts represent the structural performance of coupler combinations only:<br />

1. The strengths of the coupler’s PVC accessories, whether PVC profiles or hardware, are not<br />

factored in.<br />

2. The strengths of interfacing window or door systems are not included, in order to simplify the<br />

combinations to be covered by the Charts. This in effect adds an extra factor of safety.<br />

However, the DP rating of the systems should never be less than the couplers intended for<br />

them, nor less than the DP required for the job site.<br />

3. The curves do not factor in the strength of anchoring devices or schemes.<br />

4. The curves do not take into account the materials of rough openings or other adjacent<br />

structures into which the <strong>Euroview</strong> assemblies are anchored.<br />

C. The <strong>Euroview</strong> <strong>70</strong> fenestration in the Charts is treated as fully exposed to the wind, such that:<br />

1. The span L is equal to the assembly width or height, as the case may be.<br />

2. The Modular Size – width or height – is perpendicular to L:<br />

a. The <strong>Euroview</strong> units in an assembly are equal, so that typical modular sizes are equal. If<br />

the sizes are unequal, the largest size should be used.<br />

b. The Modular Size may also be construed as the sum of both windload area perpendicular<br />

distances attending the same coupler investigated. Each such distance is half the distance<br />

on-center between an adjacent pair of couplers – i.e., half the Modular Size in that region<br />

– or half the distance between the edge of the frame at the rough opening and the nearest<br />

coupler on-center, as the case may be.<br />

D. The Charts, among the eight different coupler combinations that they cover, are ranked 8 th to 1 st in<br />

terms of strength, as clearly shown on the Charts.<br />

1<br />

Rev. 25-Feb-11

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