INTRODUCTION | SL25
SL25 — All Glass Sliding/Pivot System
The SL25 all glass opening window wall system encloses
a space, such as a balcony, porch, under a deck or part
of a solarium, but easily slides and stacks away to make
the space open to the exterior.
Creating Comfort and Lowered Energy Costs
Versatile and Functional
Structural Protection
The flexibility of the SL25 NanaWall also improves
the overall ambience, providing more temperate interiors
and reduced energy consumption.
When closed, this system allows unobstructed views while
providing wind protection for a balcony, stadium suite,
or other similar application. This system offers the designer
new dimensions in creating large, exterior glass walls that can
be opened.
In apartment settings, for example, the SL25 effectively
increases apartment space, providing high-rise residents
with a more functional and comfortable balcony area in which
to relax, entertain, or set up patio gardens.
Light Commercial Swing Door Option
A swing door with a floor door closer is available for light
commercial applications.
Florida Approval
The SL25XXL with a standard sill and reinforced turn panel
is Florida state wide approved with Product Approval number
FL 16670. This approval includes segmented units.
This information with limitations can be viewed at
www.floridabuilding.org.
Engineered to handle high wind loads for use in many
high rise applications
Achieved DP rating of +40 psf /-45 psf per independent,
ASTM E-330 structural load testing of a unit with a standard
sill, reinforced turn panel, 1/2” glass thickness and panel size
of 2’ 7” x 7’ 8”. The maximum gap between panels is 1/8”.
Noise Resistant
Sound resisting NanaWall Systems can shut out some of the
inevitable noises of the busy urban environment, creating an
oasis of calm when desired. The NanaWall SL25 with
5/16” (8 mm) tempered glass tested to an STC value of 17.
Wind Resistant
When shut, the wind resistant panels of the SL25 offer some
protection against rain and snow. Partially or fully opened,
the SL25 allows users to enjoy sunshine, breezes and the
natural environment.
Building owners will appreciate the many structural benefits
of the SL25. For example, in addition to cutting down energy
costs, by protecting the building structure from the wear and
tear of the elements, the NanaWall reduces deterioration –
hence saving money in costly repair work.
Design Freedom
Custom sizes - heights up to 9’0” (2750 mm) and panel
widths up to 2’7” (800 mm) are possible. Units can be with
a large number of panels stacking to one or both sides of an
opening. Besides straight segments, open corners from 90°
to 180°, as well as segmented angled turns to enclose circular
areas, are possible. Stacking is generally to the inside, but for
ground floor applications, stacking on the outside is possible.
Choice of Finishes
Besides the 50 finishes shown in the NanaWall Powder
Coating Finish Chart in the front part of this binder, the full
range of RAL colors are also available in both a standard
gloss and matte powder coated finishes. A RAL color chart is
available on request. Anodized finishes are also available.
Choice of Glass – Tempered or laminated in different
thickness available.
Secure with Patented Locking Hardware
Two point locking with concealed top and bottom latches
that operates by pull of a spring tensioned cable secures
the turn panel to be opened first (US Patent No. 6,618,994).
Other panels are secured by carriers at each upper corner
and guides at each bottom corner. For door applications,
instead of guides at each bottom corner, a special interlock
between panels is used. A recessed track is also possible
with this application as well as the option of operation
from both sides.
Simplified Installation
With an adjustable head jamb and bottom track, the SL25
System can be installed to fit into many existing openings
that may not be level.
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1
INTRODUCTION | SL25
Continued, Long-Term Satisfactory Operation
Screen
Ease of operation to quickly open or close as the two carrier
suspension system allows each single panel to be easily slid.
State-of-the-art hardware with sealed ball bearing carriers.
Long term ease of operation with adjustable head jamb.
The Screen Classic, a series of collapsible pleated screen
panels riding on a single track is available as an option.
The system can be installed within the opening or, with
extended tracks, be hidden out of view when not in use.
See the Screens section for more details.
Complete Single Sourced System
A complete, precision built system with pre-fitted hardware
is supplied.
Complete Coordinated Glass Wall
The Screen ONE is a non-pleated screening option for single
openings up to 11’1” (3380 mm) wide and double openings up
to 22’2” (6760 mm) wide.
With the SL25, a coordinated glass wall can be provided
with SL45 matching fixed windows, transoms, and tilt-turn
windows. For adjacent walls, matching folding and French
doors can also be provided.
2
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TECHNICAL DESCRIPTION | SL25
General Description
Top Hung Sliding/Turning Hardware
The all glass SL25 is an individual, single panel sliding system
on a single track with no stiles but with aluminum rails and
frame. Any custom panel size within the limitation of the
Panel Size Chart is possible. Weight of a sliding panel for the
SL25 standard version is not to exceed 36 kg (80 lbs) and
for the SL25XXL version it is not to exceed 65 kg (143 lbs).
An end panel, on the side where the panels stack, is a turn
panel; there are many configurations possible, see “Possible
Configurations” for possibilities. Stack must be 90° to the
opening.
For sliding, attached to the upper corners of each panel are
load bearing stainless steel unidirectional carriers with two
rollers each. Each roller has sealed bearings and is coated
with toughened Polyamide to ensure sound free running and
resistance to extreme temperature.
Frames & Panels
The nominal head jamb thickness is 1 3/4” (45 mm), the
nominal bottom track thickness is 2 1/16” (53 mm) and the
nominal side jamb thickness is 1 5/16” (34 mm) of extruded
aluminum. The nominal thickness of the height compensating
profile above the head jamb is 2” (50 mm). All pins and
screws to assemble the frame are provided. The rails of the
sliding panels and swing panels are extruded aluminum with
nominal panel thickness of 1 1/16” (27 mm).
Patented Locking Hardware
Two point locking with concealed top and bottom latches
secures the turn panel that opens first. The mechanism is
operated by the pull of a spring tensioned cable. (US Patent
No. 6,618,994). Other options such as a knob to operate the
cable from the exterior, lever handles, etc. are also available.
Light Commercial Swing Door Option
A swing door with a floor door closer is available for light
commercial applications with the SL25XXL system. The
swing door can be as wide as 3’0” (915 mm). A 10” (250
mm) kickplate, commercial push/pull handles, and dead bolt
engaging into floor are standard.
NOTE: The SL25 is not a secure, burglar resistant system.
Finishes
In addition to the choices from the NanaWall Powder Coating
Finish Chart, the full range of RAL high gloss and matte
powder coatings are also available. Anodized finishes are also
available.
Glazing
Glazing can be either tempered or laminated. Glass thickness
between 1/4” (6 mm) and 1/2” (12 mm) is to be determined
based on height of unit and design wind load requirements.
Bird Safe Glass is also available.
Weatherstripping
As shown in cross-section drawings, all weather stripping
consisting of APTK and brush seals are provided for sealing
between panels and frame.
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3
PERFORMANCE TESTING RESULTS | SL25
Standard Sill
SL25
TYPE OF TEST
REINFORCED LOCKING AT TURN
PANEL and top and bottom latches
STANDARD LOCKING AT TURN
PANEL and top and bottom latches
DESIGN PRESSURE
DESIGN PRESSURE
Structural Load Deflection q
Negative
Positive
ASTM E-330: pass
1/2” (12 mm) glazing
@
See Design Windload Charts for
other sized panels
40 psf
@
(1900 Pa)
Positive
45 psf
@
(2150 Pa)
25 psf
(1190 Pa)
Negative
@
45 psf
(2150 Pa)
Note that the structural test pressures were
50% higher than the design pressures.
DESIGN PRESSURE
DESIGN PRESSURE
Positive
Structural Load Deflection
__
__
@
ASTM E-330: pass
5/16” (8 mm) glazing
20 psf
(950 Pa)
Negative
@
20 psf
(950 Pa)
NOTES
q Excerpts of results of a 10’6” W x 8’2” H four panel unit with standard sill and 1/2” (12 mm) tempered glazing tested by
Architectural Testing Inc., Fresno, CA, an independent testing laboratory, in April 2010.
***Excerpts of results of a 10’ 7 1/2” W x 6’6” four panel unit with standard sill and 5/16” (8 mm) glass tested by
Architectural Testing, Inc., Fresno, CA, an independent testing laboratory, in July 2005.
SPECIAL WATER TEST
Special Water Test with 2” W x 1 3/16” H aluminum tube under standard sill with L bracket that extends 1” W on inside and 2 3/8” H.
(See drawing below). Total Sq. footage of unit = 58/08 ft2; total water sprayed on unit during 15 min. of testing
= 58.08 ft2 x 5 gal./ft2/hr x .25 hr. = 72.6 gallons (9293 fl.oz.)
Did not follow the standard test procedure of test failure upon water penetration as defined by test standards.
In this case water penetration was allowed and instead the amount of water penetration was measured.
TYPE OF TEST
DESIGN PRESSURE
0
@ psf
(0 Pa)
Water Penetration q
ASTM E-331
(water spray for 15 minutes
at the rate of 5 gal./f2/h
(3.4 L/m2/min.)
@
3.1 fluid oz.
.091 L
0.03% of total water sprayed
1.57 psf
14.6 fluid oz.
.43 L
0.16% of total water sprayed
6.24
144 fluid oz.
4.26 L
1.55% of total water sprayed
(75 Pa)
@
AMOUNT OF WATER PENETRATION MEASURED
psf
(300 Pa)
NOTES
w Excerpts of results of a 3 panel unit width 7’ 4 1/2” (2250 mm) tested by Architectural Testing, Inc., Fresno, CA,
SPECIFICATIONS
DETAILS SUBJECT
an independent testing
laboratory, AND
in October
2010. TO CHANGE WITHOUT NOTICE
©2016 Nana Wall Systems, Inc.
www.nanawall.com
SPECIAL WATER
4
NOTES
q Excerpts of results of a 10’6” W x 8’2” H four panel unit with standard sill and 1/2” (12 mm) tempered glazing tested by
Architectural Testing
Inc., Fresno, CA, an independent testing laboratory, in April 2010.
PERFORMANCE TESTING RESULTS
| SL25
***Excerpts of results of a 10’ 7 1/2” W x 6’6” four panel unit with standard sill and 5/16” (8 mm) glass tested by
Architectural Testing, Inc., Fresno, CA, an independent testing laboratory, in July 2005.
SPECIAL WATER TEST
Special Water Test with 2” W x 1 3/16” H aluminum tube under standard sill with L bracket that extends 1” W on inside and 2 3/8” H.
(See drawing below). Total Sq. footage of unit = 58/08 ft2; total water sprayed on unit during 15 min. of testing
= 58.08 ft2 x 5 gal./ft2/hr x .25 hr. = 72.6 gallons (9293 fl.oz.)
Did not follow the standard test procedure of test failure upon water penetration as defined by test standards.
In this case water penetration was allowed and instead the amount of water penetration was measured.
TYPE OF TEST
DESIGN PRESSURE
0
@ psf
(0 Pa)
Water Penetration q
ASTM E-331
(water spray for 15 minutes
at the rate of 5 gal./f2/h
(3.4 L/m2/min.)
@
3.1 fluid oz.
.091 L
0.03% of total water sprayed
1.57 psf
14.6 fluid oz.
.43 L
0.16% of total water sprayed
6.24
144 fluid oz.
4.26 L
1.55% of total water sprayed
(75 Pa)
@
AMOUNT OF WATER PENETRATION MEASURED
psf
(300 Pa)
NOTES
w Excerpts of results of a 3 panel unit width 7’ 4 1/2” (2250 mm) tested by Architectural Testing, Inc., Fresno, CA,
an independent testing laboratory, in October 2010.
SPECIAL WATER
TEST DETAIL
Note addition of a 1” x 2 3/8” tube
with weep hole drains.
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5
MAXIMUM SIZE CHART | SL25
Balcony Application
Closed
4 Panel Unit Example
Unit in Closed Position
Unit in Open Position
6
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DETAILS OF COMPONENTS | SL25
Top of Stacked Panels
Turn Panel
Turn Panel Opening
Top Exit Slot
at side of Head
Track
Plan View
of Panels
Stacked Open
Meeting of
Side Jamb, Sill
& Turn Panel
Meeting of Head Track with Head
Compensating profile, side jamb
& sliding panel
Turn Panel
ls
e
Pan
ing
Slid
Bottom Exit Slot
at side of sill
Meeting of Side
Jamb Sill &
Sliding Panel
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7
MAXIMUM SIZE CHART | SL25
NOTE: English dimensions are approximate.
Dimensions in parenthesis are in millimeters.
Any custom size is possible
up to the maximum size shown.
9’2” (2800)
Solid dark line on chart indicates
maximum frame height possible for a given
maximum panel width for SL25 standard
version with either 1/4” (6 mm) or 5/16” (8 mm)
glass.
8’10” (2700)
FRAME HEIGHT OF UNIT
8’6” (2600)
Broken line on chart indicates
maximum frame height possible for a given
maximum panel width for a SL25XXL version
with either 3/8” (10 mm) or 1/2” (12 mm) glass.
8’2” (2500)
7’10” (2400)
Dotted line on chart indicates maximum
height and width of a light commercial swing
door on an SL25XXL unit.
7’6” (2300)
7’2” (2200)
Depending on panel width, 8 - 12 panels can
be stacked to each side. Depending on size
of panels, stacking of more panels may be
possible. Please consult NanaWall.
6’10” (2100)
The unit width is the panel width multiplied by
the number of panels.
6'6" (2000)
6'2" (1900)
Indicates height decrease
3'3" (1000)
3'0" (915 mm)
1'7"
1’11”
2’3”
2’7”
2'11'
(500 mm) (600 mm) (700 mm) (800 mm) (900 mm)
PANEL WIDTH
Maximum Number of Panels that can be
stacked to each side with given individual
panel width:
PA N E L W I DTH B E T W E E N :
Under 1'7" (500 mm)
1'7" - 1'11" (501 - 600 mm)
1'11" - 2'3" (601 - 700 mm)
2'3" - 2'7" (701 - 800 mm)
6
8
10
12
8
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TESTING RESULTS - PERFORMANCE OF THE SL25 NANAWALL | SL25
STANDARD SILL
TYPE OF TEST
*Structural Load Deflection
ASTM E-330: pass
1/2” (12 mm) glazing
See design windload charts
for other sized panels
REINFORCED LOCKING AT TURN PANEL
and top and bottom latches
STANDARD LOCKING AT TURN PANEL
and top and bottom latches
Design Pressure Positive @40 psf (1900 Pa)
Design Pressure Negative @45 psf (2150 Pa)
Design Pressure Positive @25 psf (1190 Pa)
Design Pressure Negative @45 psf (2150 Pa)
--
Design Pressure Positive @ 20 psf (950 pa)
Design Pressure Negative @ 20 psf (950 Pa)
Note that the structural test pressures were
50% higher than the design pressures
***Structural Load Deflection
ASTM E-330: pass
5/16” (8 mm) glazing
NOTES
*Excerpts of results of a 10’6” W x 8’2” H four panel unit with standard sill and 1/2” (12 mm) tempered glazing tested by
Architectural Testing Inc., Fresno, CA, an independent testing laboratory, in April 2010.
***Excerpts of results of a 10’ 7 1/2” W x 6’6” four panel unit with standard sill and 5/16” (8 mm) glass tested by
Architectural Testing, Inc., Fresno, CA, an independent testing laboratory, in July 2005.
NOTES
***Excerpts of results of a 10’ 7 1/2” W x 6’6” four panel unit with standard sill and 5/16” (8 mm) glass tested by
Architectural Testing, Inc., Fresno, CA, an independent testing laboratory, in July 2005.
SPECIAL WATER TEST*
* Special Water Test with 2” W x 1 3/16” H aluminum tube under standard sill with L bracket that extends 1” W on inside and 2 3/8” H. (See drawing below).
Total Sq. footage of unit = 58/08 ft2; total water sprayed on unit during 15 min. of testing = 58.08 ft2 x 5 gal./ft2/hr x .25 hr. = 72.6 gallons (9293 fl.oz.)
Did not follow the standard test procedure of test failure upon water penetration as defined by test standards.
In this case water penetration was allowed and instead the amount of water penetration was measured.
AMOUNT OF WATER
PENETRATION MEASURED
TYPE OF TEST
**Water Penetration: ASTM E 331
(water spray for 15 minutes at the
rate of 5 gal./f2/h (3.4 L/m2/min.)
@ 0 psf (0 Pa)
@ 1.57 psf (75 Pa)
@ 6.24 psf (300 Pa)
3.1 fluid oz.
14.6 fluid oz.
144 fluid oz.
(.091 L)
(.43 L)
(4.26 L)
(.03% of total water sprayed)
(.16% of total water sprayed)
(1.55% of total water sprayed)
**Excerpts of results of a 3 panel unit width 7’ 4 1/2” (2250 mm) tested by Architectural Testing, Inc., Fresno, CA,
an independent testing laboratory, in October 2010.
Special Water
Test Detail
Note addition of a 1" x 2 3/8"
tube with weep hole drains.
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9
SOME POSSIBLE CONFIGURATIONS | SL25
As there can be many other possibilities, please submit your ideas and sketches
to NanaWall Systems, Inc. for evaluation.
Shown are inward opening possibilities. Outward opening is also possible
UNIT IN CLOSED POSITION
UNIT IN OPEN POSITION
1.
2.
3.
4.
5.
6.
Maximum Number of Panels that
can be stacked to each side with
given individual panel width:
PA N E L W I DTH B E T W E E N :
Under 1'7" (500 mm)
1'7" - 1'11" (501 - 600 mm)
1'11" - 2'3" (601 - 700 mm)
2'3" - 2'7" (701 - 800 mm)
6
8
10
12
Note - when panels move around corners,
there should be sufficient clearance from
adjacent post, etc.
10
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BASIC ELEVATIONS WITH REFERENCE TO CROSS-SECTION DETAILS | SL25
Some Typical Basic Elevations
(Looking from the inside)
1.0
I-3H1R
3.0
1.0
A - 3H1R
11.0
11.0
11.0
3.1
11.4
Inside
Stacking
11.4
11.0
Outside
Stacking
3.0
3.1
2.2
2.2
2.4
2.4
1.0
I-1L2H 3H1R
11.0
11.2
11.0
11.0
11.0
11.2
11.4
2.2
11.4
3.0
3.0
2.4
1.0
11.2
11.0
11.2
11.0
11.0
11.0
11.0
I-1L4H 4H1R
11.4
11.4
2.2
3.0
3.0
2.4
Light Commercial Swing Door Option - only with SL25XXL.
1.0
3.0
11.4
*
11.0
11.4
3.0
*
Maximum Number of Panels that
can be stacked to each side with
given individual panel width:
PA N E L W I DTH B E T W E E N :
Under 1'7" (500 mm)
1'7" - 1'11" (501 - 600 mm)
1'11" - 2'3" (601 - 700 mm)
2'3" - 2'7" (701 - 800 mm)
6
8
10
12
*Shown is a commercial swing door on the left. Swing door can be either inswing or outswing.
Other panels have to stack on the opposite side
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11
XXL SECTION DETAILS | SL25
All Cross Sectional Views Are Half Size
Detail 1.0 Head Jamb (with head compensating profile)
Available with 3/8" (10 mm)
3/4” +/- 5/16”
[20 +/-8]
or 1/2" (12 mm) glass.
3 5/16” [84]
Detail 2.6 Light Commercial
Swing Door (bottom rail)
FRAME HEIGHT
EXTERIOR
INTERIOR
Detail 2.4 Recessed Sill
1 1/4”
Detail 2.2
Standard Sill
EXTERIOR
INTERIOR
12
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XXL SECTION DETAILS | SL25
All Cross Sectional Views Are Half Size
Detail 3.0
Side Jamb - Inswing
Detail 3.1
Side Jamb - Outswing
1 3/16” [21]
2 1/4” [57]
2 1/4” [57]
1 7/16” [36]
9/16” [15]
Side jamb
adjusting
range
1 7/16” [36]
9/16” [15]
Side jamb
adjusting
range
1 3/16” [21]
Detail 11.2
Variable angle between two panels.
Any angle from 90° to 180° is possible.
90° - 180°
Detail 11.0
Two Sliding Panel Meeting
Detail 11.4
Sliding Panel Meeting Turn Panel
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13
STANDARD SECTION DETAILS | SL25
All Cross Sectional Views Are Half Size
Available with 1/4” (6 mm)
Detail 1.0
(with head compensating
profile)
2 5/8” [68]
3/4” +/- 5/16”
[20 +/- 8]
or 5/16” (8 mm) glass.
Detail 2.4 Recessed Sill
INTERIOR
FRAME HEIGHT
EXTERIOR
FFH
Detail 2.2 Standard Sill
14
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STANDARD SECTION DETAILS | SL25
Detail 3.0
Side Jamb at Turn Panel - Inswing
All Cross Sectional Views Are Half Size
Detail 3.1
Side Jamb at Turn Panel - Outswing
5/8” [16]
1 7/16” [36]
Side jamb
adjusting range
2 3/16 [56]
1 3/16” [21]
1 3/16” [21]
Side jamb adjusting range
Detail 11.0 & 11.4
Two Panels Meeting
Detail 11.2
Variable angle between two panels.
Any angle from 90° to 180° is possible.
90° - 180°
SPECIFICATIONS AND DETAILS SUBJECT TO CHANGE WITHOUT NOTICE
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15
SUGGESTED TYPICAL INSTALLATION ON INWARD OPENING | SL25
All Cross Sectional Views Are Half Size
INSTALLATION NOTES
Head Jamb
(with head compensating profile)
Suggested Typical Installation drawings shown are very general
and may not be suitable for any particular installation. Product
placement, fasteners, flashing, waterproofing, sealant, trim and
other details for specific surrounding conditions must be properly
designed and provided by others.
INSTALLATION CONSIDERATIONS
The approximate weight of a panel with 1/4”–5/16” (6-8 mm) glass
is 4-5 lbs/sq. ft. (21-27 kg/m2) and with 3/8”–1/2” (10-12 mm) glass
is 5.5-6.5 lbs/sq. ft (27-35 kg/m2). The maximum vertical structural
deflection of the header should be the lesser of L/720 of the span and
1/4” (6 mm) under full loads. Structural support for lateral loads (both
windload and when the panels are stacked open) must be provided.
See “Pre-Installation Preparation and Installation Guidelines” in the
General Introduction Section. An owner’s manual with installation
instructions is available upon request.
FRAME HEIGHT
Note: Side of
Head Jamb
needs to be
exposed where
top exit slot is at
the turn panel.
EXTERIOR
It is recommended that all building dead loads be applied to the
header prior to installing the NanaWall. If so and if a reasonable
amount of time has been allowed for the effect of this dead load on
the header, then only the building’s live load can be used to meet the
above requirements of L/720 or 1/4” (6 mm). If not, both the dead and
live loads need to be considered.
INTERIOR
Recessed Sill Detail
Standard Sill Detail
Note: Side of
standard sill at
stacking area
needs to be
exposed where
bottom exit slot is
at the turn panel
16
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XXL SECTION DETAILS | SL25
All Cross Sectional Views Are Half Size
Positive
Reinforced Unit
Standard
Unit
SL25 Standard
Positive
SL25 Reinforced
100
160
155
95
150
90
145
140
85
135
130
80
125
115
110
105
100
95
90
85
80
75
70
1’3”
65
60
55
1’7”
45
Inswing Unit:
Positive Pressure
1’11”
40
2’3”
35
Outswing Unit:
Negative Pressure
2’7”
30
2’11”
25
4’0” 4’6”
5’0”
5’6”
6’0”
6’6”
7’0”
7’6”
8’0”
8’6”
9’0”
PanelWIDTH
Width
PANEL
50
75
70
65
60
55
50
45
1’3”
40
35
1’7”
30
1’11”
Inswing Unit: 25
Positive Pressure
2’3”
20
2’7”
2’11”
Outswing Unit:
15
Negative Pressure
4’0” 4’6”
9’6”
5’0”
5’6” 6’0”
Panel Height
PANEL
HEIGHT
6’6” 7’0”
7’6” 8’0”
8’6”
9’0”
PANEL
WIDTH
Panel
Width
Allowable Design
Wind
Loading
- PSF - PSF
Allowable
Design
Wind
Loading
120
Allowable Design
Design Wind
- PSF
Allowable
WindLoading
Loading
- PSF
(Derived from
Comparative
Analysis) Test Unit
Size:
10'6" W x 8'2"
H - 6 panels with
standard sill and
12 mm glass (only
applicable to
standard sill)
9’6”
PANEL HEIGHT
Panel Height
See maximum frame size chart for other possible sizes
Glass Design in Conformance
Glass Design
SL25
with ASTM
E 1300
Both Reinforced and Standard Unit
Negative SL25 Reinforced and Standard
190
175
185
170
180
165
175
160
170
155
165
160
150
155
145
150
140
145
140
135
135
130
130
125
125
120
120
115
105
100
95
90
85
80
1’3”
75
70
65
60
1’7”
50
1’11”
45
2’3”
40
Outswing Unit:
Negative Pressure
2’7”
35
2’11”
30
4’0” 4’6”
5’0”
5’6”
6’0”
6’6”
7’0”
7’6”
8’0”
PANEL HEIGHT
Panel Height
8’6”
9’0”
9’6”
Panel Width
55
PANEL WIDTH
Allowable
Design
Wind
PSF
Allowable
Design
WindLoading
Loading --PSF
110
110
105
100
95
90
85
80
75
70
65
60
55
50
45
40
35
15/32" (12 mm) tempered
30
.472” (12 mm) tempered
25
20
3/8" (10 mm) tempered
5/16" (8 mm) tempered
3/8” (10 mm) tempered
15
5/16” (8 mm) tempered
10
5
Glass Thickness
Allowable
Design
Loading
Allowable
Design
WindWind
Loading
- PSF- PSF
115
Inswing Unit:
Positive Pressure
Note: the allowable
design loading for a unit
will be the lower of the
numbers shown in the
applicable Comparative
Analysis charts and the
Glass Design Chart.
Both charts will need
to be checked to
determine the allowable
design loading.
195
180
GLASS THICKNESS
Please note that some
jurisdictions may limit
the use of these charts
or may not accept
them at all. Design
pressures and/or sizes
may be restricted to
what was tested. For
Florida approved
products, please see
detailed FL Evaluation
Report for restrictions.
1/4” (6 mm) tempered
.498” (6/5 mm) tempered
4’0” 4’6” 5’0” 5’6” 6’0” 6’6” 7’0”
7’6”
8’0”
8’6” 9’0” 9’6”
Panel Height
PANEL
HEIGHT
SPECIFICATIONS AND DETAILS SUBJECT TO CHANGE WITHOUT NOTICE
©2015 Nana Wall Systems, Inc.
www.nanawall.com
1/4" (6 mm) tempered
1/2" (6/5 mm) laminated
17