|
GLASS VIEWING PANEL SPECIFICATIONS
All materials supplied by ADVANCED ACRYLIC DISPLAY & SUPPLY, INC.,
are of the highest quality available. However uniform, consistent measures to
determine the degree of that quality are required. The goal of these specifications is to add clarity to those areas which are subjective, ambiguous,
and/or not defined elsewhere. GENERAL GUIDELINES:
-
All glass viewing panels produced by ADVANCED ACRYLIC DISPLAY &
SUPPLY, INC., are fabricated from laminated sheets of either heat
treated, or fully tempered, soda-lime float glass or low iron content
soda-lime float glass. Laminated glass viewing panels consist of two or more
plies of glass interleaved with clear polyvinyl butyl (PVB). The layers are
bonded into a single unit by the application of heat and pressure.
-
Due to the potential of spontaneous breakage inherent with heat treated
and tempered glass, single ply panels should never be used for public
exhibits. All glass viewing panels produced by ADVANCED ACRYLIC DISPLAY
& SUPPLY, INC., shall be engineered so that in the event of a single
ply failure, the remaining plies will withstand the load with a breakage
probability less than 0.07%.
-
All viewing panels shall be engineered and fabricated to withstand the
designed water loads, thermal movement, and deflection criteria specified
without failure of the viewing panel to perform it’s designed function.
-
All viewing panel edges will be relieved to prevent residual stress risers
and possible damage during shipping and/or installation.
-
All glass viewing panels fabricated by ADVANCED ACRYLIC DISPLAY &
SUPPLY, INC., shall meet, or exceed, all of the minimum physical values
detailed in the FGMA Glazing Manual, Laminators Safety Glass Association
Standard Manual, and the corresponding ANSI/ASTM specification(s).
DESIGN CRITERIA:
-
All glass viewing panels fabricated and installed by ADVANCED ACRYLIC
DISPLAY & SUPPLY, INC., shall be engineered to ensure a minimum
safety factor of 12, based on the following:
1. Modulus of Rupture in flexure for a 60 second load duration: mean 24,000 psi.
2. Maximum allowable long term stress of 2,000 psi.
3. Spontaneous breakage probability of less than 0.02%.
1. Maximum initial deflection of no more than 1/200 of the panels short
dimension, for panels supported on all four edges.
2. Maximum initial deflection of no more than 1/300 of the panels long
dimension,
for panels supported on three edges only (top edge unsupported).
3. Maximum initial deflection of no more than 1/400 of the panels short
dimension,
for panels supported at the top and bottom only.
OPTICAL SPECIFICATIONS:
-
Glass viewing panels shall be virtually free of haze, bubbles,
distortions, or inclusions, which significantly diminish the viewing quality
of the window. In inspecting glass panels, the central portion (a
circular area equal to 66% of the total panels viewing area, centered on the
panel) of the panel and the remaining outer portion of the panel have
different dimensional acceptance criteria.
1. Haze may be some form of contamination trapped within the glass or PVB
interlayer.
Either condition, if visible from a distance of more than 48” from, and
perpendicular
to the panels face is unacceptable and is cause for rejection of the panel.
2. Distortions are surface irregularities in the form of bumps, dimples, ridges,
or waviness.
A performance inspection utilizing a grid board and lights will be conducted to
determine viewing panel acceptability. The procedure for this inspection is
detailed
in ADVANCED ACRYLIC DISPLAY & SUPPLY, INC., “Optical performance
inspection”
procedures.
3. Inclusions may be a piece of dirt, a stone, a grain of sand, a bubble or any
foreign material
trapped within the panel itself.
a. Inclusions in the central portion of the panel are limited to one inclusion
for each four
square feet of viewing area, with no more than one inclusion in any two adjacent
one
square foot areas.
(1) Inclusions whose diameter, or length, is less than .060” and do not exceed
.125” in two dimensions are not considered.
(2) Inclusions whose diameter, or length, is greater than .125” and that
exceed
.250” in two dimensions shall be counted.
(3) Inclusions that penetrate the panel surface, or any whose diameter is
greater than .250” and that exceed .500” in two dimensions are considered
unacceptable and are cause for rejection of the viewing panel.
b. Inclusions in the outer portion of the panel are limited to one inclusion for
each
square foot of viewing area, with no more than two inclusions in any two
adjacent one
square foot areas.
(1) Inclusions whose diameter, or length, is less than .250” and do not exceed
.500” in two dimensions are not considered.
(2) Inclusions whose diameter, or length, is greater than .250” and that
exceed
.500” in two dimensions shall be counted.
(3) Inclusions that penetrate the panel surface, or any whose diameter is
greater than .500” and that exceed 1.000” in two dimensions are considered
unacceptable and are cause for rejection of the viewing panel.
c. The total number of counted inclusions allowable per panel is limited to the
panel
viewing area in square inches divided by 500.
DIMENSIONAL REQUIREMENTS:
1. Panel
thickness as measure at any location on the panel shall be within +15%/-5% of
the
calculated minimum thickness.
2. Panel
length and width/height shall be within +/-.250” of the specified nominal
dimension.
3. Panel
flatness shall be within 1% of the length of the panel, as measured from
corner-to-corner of the unrestrained panel, laying on a flat surface.
4. Panel
warp and twist when measured three corners relative to the fourth of the
unrestrained
panel, laying on a flat supporting surface shall be square and/or perpendicular
to, within
0.5% of the specified dimension.
|