990 Sldn oos 1 - kawneer.com• Available as OX, XO, OXO and OXXO configurations, common mullion...
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Laws and building and safety codes governing the design and use of glazed entrance, window, and curtain wall products vary widely. Kawneer does not control the selection of product configurations, operating hardware, or glazing materials, and assumes no responsibility therefor. Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. © Kawneer Company, Inc., 2010 kawneer.com 1 EC 97911-197 990 Sliding Doors ADMB010EN MARCH, 2019 FEATURES Features • System depth of 4-1/2" (114.3) • Available as OX, XO, OXO and OXXO configurations, common mullion allows for additional fixed lites to be stacked (OOX and XOO) • Infill range from 1/4" (6.4) to 1" (25.4) • Heavy duty steel ball-bearing, tandem roller assembly • Stainless steel track insert for sliding panels • Corrosion-resistant stainless steel locks and fasteners • Permanodic TM anodized finishes in seven choices • Painted finishes in standard and custom choices Optional Features • Expansion mullion allows for multiple units to be stacked • Horizontal cross rails available • Optional interior insect screens available Product Applications • The 990 Sliding Door is designed for low to high rise applications for use in condominiums, hotel and apartments
Transcript of 990 Sldn oos 1 - kawneer.com• Available as OX, XO, OXO and OXXO configurations, common mullion...
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© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
1
EC 97911-197
990 Sliding Doors
ADMB010EN
MARCH, 2019FEATURES
Features• System depth of 4-1/2" (114.3)• Available as OX, XO, OXO and OXXO configurations, common mullion allows for additional
fixed lites to be stacked (OOX and XOO)• Infill range from 1/4" (6.4) to 1" (25.4)• Heavy duty steel ball-bearing, tandem roller assembly• Stainless steel track insert for sliding panels• Corrosion-resistant stainless steel locks and fasteners• PermanodicTM anodized finishes in seven choices• Painted finishes in standard and custom choices
Optional Features• Expansion mullion allows for multiple units to be stacked• Horizontal cross rails available• Optional interior insect screens available
Product Applications• The 990 Sliding Door is designed for low to high rise applications for use in condominiums,
hotel and apartments
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© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
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EC 97911-197
990 Sliding Doors
ADMB010EN
MARCH, 2019BLANK PAGE
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© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
3
EC 97911-197
990 Sliding Doors
ADMB010EN
MARCH, 2019
TYPICAL DETAILS .......................................................................... 4, 5SCREEN DETAILS .............................................................................. 6GLAZING OPTIONS ............................................................................ 6HARDWARE OPTIONS ................................................................... 7, 8WIND LOAD CHARTS .................................................................... 9-15
INDEX
Metric (SI) conversion figures are included throughout these details for reference. Numbers in parentheses ( ) are millimeters unless otherwise noted.
The following metric (SI ) units are found in these details: m – meter cm – centimeter mm – millimeter s – second Pa – pascal MPa – megapascal
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© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
4
EC 97911-197
4-1/2"(114.3)
1-7/
16"
(47.
6)1-
3/4"
(44.
5)3-
17/3
2"(8
9.7)
1-1/8"(28.6)
3-1/8"(79.4)
O X
4 1
5 3
6 8 7
O
5 3
1 4
5
1
66 8 10
X OO
2
4 1
5 3 3 5
41
9 8 66 8
XX O
O X O O XO
1012
41 11
13
53 3
86
990 Sliding Doors
ADMB010EN
MARCH, 2019TYPICAL DETAILS
Optional
Note: 1/4" infill shown. See Glazing Options for other infills.
1HEAD
AT SLIDING PANEL
4HEAD
AT FIXED PANEL
2OPTIONAL HORIZONTAL
AT SLIDING PANEL
3SILL
AT SLIDING PANEL
5SILL
AT FIXED PANEL
6JAMB
AT FIXED PANEL
7JAMB
AT SLIDING PANEL
OX UNIT OXO UNIT OXXO UNIT
OXO BESIDE OOX UNIT
Opp. Opp.Opp.
TYPICAL ELEVATIONSELEVATIONS ARE NUMBER KEYED TO DETAILS ON THE FOLLOWING PAGES
Note: Elevations shown with "Sub-Sash" framing in the fixed lite.
Additional information and CAD details are available at www.kawneer.com
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© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
5
EC 97911-197
1-3/4"(44.5)
1-3/4"(44.5)
2-1/2"(63.5)
1-3/4"(44.5)
3-3/4"(95.3)
3-3/4"(95.3)
4-1/2"(114.3)
4-3/4"(121)
5-1/4"(134)
5-1/4"(134)
5-1/2"(139.7)
3-1/
16"
(77.
8)
2-5/8"(66.7)
990 Sliding Doors
ADMB010EN
MARCH, 2019TYPICAL DETAILS
8INTERLOCK STILE
9OXXO
MEETING STILES
10LOCK STILE MULLION
WITH 1848 LOCK
STANDARDRANGE
MID-RANGE
MAXIMUMRANGE
OPTIONAL MEMBERS
11HEAD RECEPTOR
(EXTERIOR INSTALLED)12
EXPANSIONMULLION
13FIXED STILE
MULLION
Additional information and CAD details are available at www.kawneer.com
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© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
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EC 97911-197
990 Sliding Doors
ADMB010EN
MARCH, 2019SCREEN DETAILS / GLAZING OPTIONS
TYPICAL SCREEN DETAILS
INFILL OPTIONS
1/4"(6.4)
3/8"(9.5)
5/8"(15.9)
1"(25.4)
HEAD
SILL INTERLOCK LOCK JAMB
NOTE:Standard Screen includes plated steel hardware.Optional Screen available with stainless steel hardware.
STANDARD CASTER BUMPER
Additional information and CAD details are available at www.kawneer.com
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© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
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EC 97911-197
990 Sliding Doors
ADMB010EN
MARCH, 2019HARDWARE OPTIONS
1-Point Lock Handles Exterior Option Interior Option
Extruded Pulls
Blank (Std) 1 Slide Operator (Std) 3
Blank 1 Thumbturn 4
Basic Cylinder (5/8") 2 Thumbturn 4
Flush PullsBlank 5 Slide Operator 7
Basic Cylinder (5/8") 6 Slide Operator 7
EXTERIOR HANDLES INTERIOR HANDLESExtruded Pulls
Option 1 Option 2 Option 3 Option 4
Blank Pull (Standard) Basic Cylinder (5/8") Pull Slide Operator Pull
(Standard) Thumb Pull
Flush Pulls
Option 5 Option 6 Option 7
Blank Pull Basic Cylinder (5/8") Pull Slide Operator Pull
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© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
8
EC 97911-197
990 Sliding Doors
ADMB010EN
MARCH, 2019HARDWARE OPTIONS
EXTERIOR HANDLES INTERIOR HANDLESExtruded Pulls
Option 1 Option 1
Blank Pull Blank Pull
Flush Pulls
Option 5 Option 8
Blank Pull Blank Pull
EXTERIOR INTERIOR
Option 9 Option 10 Option 9
Mortise Cylinder Thumbturn Mortise Cylinder
MS Hook Bolt Lock Handles Exterior Option Interior Option
Extruded Pulls
Blank 1 Blank 1
Mortise Cylinder 9 Mortise Cylinder 9
Blank 1 Blank 1
Mortise Cylinder 9 Thumbturn 10
Blank 1 Blank 1
--- --- Thumbturn 10
Blank 1 Blank 1
--- --- Mortise Cylinder 9
Flush Pulls
Blank 5 Blank 8
Mortise Cylinder 9 Mortise Cylinder 9
Blank 5 Blank 5
Mortise Cylinder 9 Thumbturn 10
Blank 5 Blank 5
--- --- Thumbturn 10
Blank 5 Blank 5
--- --- Mortise Cylinder 9
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© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
9
EC 97911-197
990 Sliding Doors
ADMB010EN
MARCH, 2019
WIND LOAD CHARTSMullions are designed for deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable wind load stress for ALUMINUM 15,152 psi (104MPa), STEEL 30,000 psi (207MPa). Charted curves, in all cases are for the limiting value. Wind load charts contained herein are based upon nominal wind load utilized in allowable stress design. A conversion from Load Resistance Factor Design (LRFD) is provided. To convert ultimate wind loads to nominal loads, multiply ultimate wind loads by a factor of 0.6 per ASCE/SEI 7. A 4/3 increase in allowable stress has not been used to develop these curves. For special situations not covered by these curves, contact your Kawneer representative for additional information.
WIND LOAD CHARTS
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© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
10
EC 97911-197
1-3/4"(44.5)
1-3/4"(44.5)
2-1/2"(63.5)
4
5
0
4.0
3.0
2.0
1.0
11
10
7
9
8
12
15
14
13
6
1 2 3 4 5 6
ABCDE
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8
C
12
15
14
B
13
6 DE
1 2 3 4 5 6 4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8C
12
15
14
B
13
6
DE
1 2 3 4 5 6
990 Sliding Doors
ADMB010EN
MARCH, 2019
590088 / 590015 STANDARD RANGE
INTERLOCKS590088 I = 0.434 (18.06 x 104) S = 0.430 (7.05 x 103)590015 I = 0.387 (16.11 x 104) S = 0.396 (6.49 x 103)
590090 / 590017 MID-RANGE
INTERLOCKS590090 I = 0.572 (23.81 x 104) S = 0.565 (9.26 x 103)590017 I = 0.552 (22.98 x 104) S = 0.527 (8.64 x 103)
590092 / 590019 MAXIMUM RANGE
INTERLOCKS590092 I = 0.839 (34.92 x 104) S = 0.821 (13.45 x 103)590019 I = 0.835 (34.76 x 104) S = 0.807 (13.22 x 103)
WIND LOAD CHARTS (1/4" INFILL)
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 20 PSF (960) 33 PSF (1580)B = 25 PSF (1200) 42 PSF (2000)C = 30 PSF (1440) 50 PSF (2400)D = 40 PSF (1920) 67 PSF (3200)E = 50 PSF (2400) 83 PSF (4000)
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
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Kaw
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right
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ratio
n w
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r not
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whe
n de
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nece
ssar
y fo
r pro
duct
impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
11
EC 97911-197
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8
C
12
15
14
B
13
6DE
1 2 3 4 5 6
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8
C
12
15
14
B
13
6 DE
1 2 3 4 5 6
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8 C
12
15
14
B
13
6
DE
1 2 3 4 5 6
4-3/4"(121)
5-1/4"(134)
5-1/4"(134)
990 Sliding Doors
ADMB010EN
MARCH, 2019
590021 / 590027 STANDARD RANGE MEETING STILES
590021 I = 0.350 (14.57 x 104) S = 0.467 (7.65 x 103)590027 I = 0.263 (10.95 x 104) S = 0.351 (5.75 x 103)
590023 / 590027 MID-RANGE
MEETING STILES590023 I = 0.510 (21.23 x 104) S = 0.680 (11.14 x 103)590027 I = 0.263 (10.95 x 104) S = 0.351 (5.75 x 103)
590025 / 590029 MAXIMUM RANGE MEETING STILES
590025 I = 1.145 (47.66 x 104) S = 0.796 (13.04 x 103)590029 I = 1.077 (44.83 x 104) S = 0.749 (12.27 x 103)
WIND LOAD CHARTS (1/4" INFILL)
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 20 PSF (960) 33 PSF (1580)B = 25 PSF (1200) 42 PSF (2000)C = 30 PSF (1440) 50 PSF (2400)D = 40 PSF (1920) 67 PSF (3200)E = 50 PSF (2400) 83 PSF (4000)
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
nd u
se o
f gla
zed
entra
nce,
win
dow
, and
cur
tain
wal
l pro
duct
s va
ry w
idel
y. K
awne
er d
oes
not c
ontro
l th
e se
lect
ion
of p
rodu
ct c
onfig
urat
ions
, ope
ratin
g ha
rdw
are,
or g
lazi
ng m
ater
ials
, an
d as
sum
es n
o re
spon
sibi
lity
ther
efor
.
Kaw
neer
rese
rves
the
right
to c
hang
e co
nfigu
ratio
n w
ithou
t prio
r not
ice
whe
n de
emed
nece
ssar
y fo
r pro
duct
impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
12
EC 97911-197
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8
C
12
15
14
B
13
6 DE
1 2 3 4 5 6
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8
C
12
15
14
B
13
6 DE
1 2 3 4 5 6
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8C
12
15
14
B
13
6
DE
1 2 3 4 5 6
3-3/4"(95.3)
3-3/4"(95.3)
4-1/2"(114.3)
990 Sliding Doors
ADMB010EN
MARCH, 2019
590088 / 590043 STANDARD RANGE
LOCK STILE MULLION590088 I = 0.434 (18.06 x 104) S = 0.430 (7.05 x 103)590043 I = 0.414 (17.23 x 104) S = 0.368 (6.03 x 103)
590090 / 590043 MID-RANGE
LOCK STILE MULLION590090 I = 0.572 (23.81 x 104) S = 0.565 (9.26 x 103)590043 I = 0.414 (17.23 x 104) S = 0.368 (6.03 x 103)
590094 MAXIMUM RANGE
LOCK STILE MULLION590094 I = 2.823 (117.50 x 104) S = 1.506 (24.68 x 103)
WIND LOAD CHARTS (1/4" INFILL)
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 20 PSF (960) 33 PSF (1580)B = 25 PSF (1200) 42 PSF (2000)C = 30 PSF (1440) 50 PSF (2400)D = 40 PSF (1920) 67 PSF (3200)E = 50 PSF (2400) 83 PSF (4000)
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
nd u
se o
f gla
zed
entra
nce,
win
dow
, and
cur
tain
wal
l pro
duct
s va
ry w
idel
y. K
awne
er d
oes
not c
ontro
l th
e se
lect
ion
of p
rodu
ct c
onfig
urat
ions
, ope
ratin
g ha
rdw
are,
or g
lazi
ng m
ater
ials
, an
d as
sum
es n
o re
spon
sibi
lity
ther
efor
.
Kaw
neer
rese
rves
the
right
to c
hang
e co
nfigu
ratio
n w
ithou
t prio
r not
ice
whe
n de
emed
nece
ssar
y fo
r pro
duct
impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
13
EC 97911-197
1-3/4"(44.5)
1-3/4"(44.5)
2-1/2"(63.5)
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8
C
12
15
14
B
13
6DE
1 2 3 4 5 6
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8
C
12
15
14
B
13
6 DE
1 2 3 4 5 6 4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8C
12
15
14
B
13
6
DE
1 2 3 4 5 6
990 Sliding Doors
ADMB010EN
MARCH, 2019
590089 / 590016 STANDARD RANGE
INTERLOCKS590089 I = 0.429 (17.86 x 104) S = 0.398 (6.52 x 103)590016 I = 0.377 (15.69 x 104) S = 0.379 (6.21 x 103)
590091 / 590018 MID-RANGE
INTERLOCKS590091 I = 0.550 (22.89 x 104) S = 0.558 (9.14 x 103)590018 I = 0.528 (21.98 x 104) S = 0.514 (8.42 x 103)
590093 / 590020 MAXIMUM RANGE
INTERLOCKS590093 I = 0.818 (34.05 x 104) S = 0.794 (13.01 x 103)590020 I = 0.808 (33.63 x 104) S = 0.792 (12.98 x 103)
WIND LOAD CHARTS (1" INFILL)
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 20 PSF (960) 33 PSF (1580)B = 25 PSF (1200) 42 PSF (2000)C = 30 PSF (1440) 50 PSF (2400)D = 40 PSF (1920) 67 PSF (3200)E = 50 PSF (2400) 83 PSF (4000)
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
nd u
se o
f gla
zed
entra
nce,
win
dow
, and
cur
tain
wal
l pro
duct
s va
ry w
idel
y. K
awne
er d
oes
not c
ontro
l th
e se
lect
ion
of p
rodu
ct c
onfig
urat
ions
, ope
ratin
g ha
rdw
are,
or g
lazi
ng m
ater
ials
, an
d as
sum
es n
o re
spon
sibi
lity
ther
efor
.
Kaw
neer
rese
rves
the
right
to c
hang
e co
nfigu
ratio
n w
ithou
t prio
r not
ice
whe
n de
emed
nece
ssar
y fo
r pro
duct
impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
14
EC 97911-197
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8
C
12
15
14
B
13
6DE
1 2 3 4 5 6
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8
C
12
15
14
B
13
6DE
1 2 3 4 5 6
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8 C
12
15
14
B
13
6
DE
1 2 3 4 5 6
4-3/4"(121)
5-1/4"(134)
5-1/4"(134)
990 Sliding Doors
ADMB010EN
MARCH, 2019
590022 / 590028 STANDARD RANGE MEETING STILES
590022 I = 0.359 (14.94 x 104) S = 0.479 (7.85 x 103)590028 I = 0.264 (10.99 x 104) S = 0.353 (5.78 x 103)
590024 / 590028 MID-RANGE
MEETING STILES590024 I = 0.494 (20.56 x 104) S = 0.658 (10.78 x 103)590028 I = 0.264 (10.99 x 104) S = 0.353 (5.78 x 103)
590026 / 590030 MAXIMUM RANGE MEETING STILES
590026 I = 1.129 (46.99 x 104) S = 0.785 (12.86 x 103)590030 I = 0.264 (10.99 x 104) S = 0.739 (12.11 x 103)
WIND LOAD CHARTS (1" INFILL)
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 20 PSF (960) 33 PSF (1580)B = 25 PSF (1200) 42 PSF (2000)C = 30 PSF (1440) 50 PSF (2400)D = 40 PSF (1920) 67 PSF (3200)E = 50 PSF (2400) 83 PSF (4000)
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
nd u
se o
f gla
zed
entra
nce,
win
dow
, and
cur
tain
wal
l pro
duct
s va
ry w
idel
y. K
awne
er d
oes
not c
ontro
l th
e se
lect
ion
of p
rodu
ct c
onfig
urat
ions
, ope
ratin
g ha
rdw
are,
or g
lazi
ng m
ater
ials
, an
d as
sum
es n
o re
spon
sibi
lity
ther
efor
.
Kaw
neer
rese
rves
the
right
to c
hang
e co
nfigu
ratio
n w
ithou
t prio
r not
ice
whe
n de
emed
nece
ssar
y fo
r pro
duct
impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
15
EC 97911-197
3-3/4"(95.3)
3-3/4"(95.3)
4-1/2"(114.3)
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8
C
12
15
14
B
13
6DE
1 2 3 4 5 6
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8
C
12
15
14
B
13
6 DE
1 2 3 4 5 6
4
5
A
0
4.0
3.0
2.0
1.0
11
10
7
9
8 C
12
15
14
B
13
6
DE
1 2 3 4 5 6
990 Sliding Doors
ADMB010EN
MARCH, 2019
590089 / 590043 STANDARD RANGE
LOCK STILE MULLION590089 I = 0.429 (17.86 x 104) S = 0.398 (6.52 x 103)590043 I = 0.414 (17.23 x 104) S = 0.368 (6.03 x 103)
590091 / 590043 MID-RANGE
LOCK STILE MULLION590091 I = 0.550 (22.89 x 104) S = 0.558 (9.14 x 103)590043 I = 0.414 (17.23 x 104) S = 0.368 (6.03 x 103)
590095 MAXIMUM RANGE
LOCK STILE MULLION590095 I = 2.703 (112.51 x 104) S = 1.479 (24.24 x 103)
WIND LOAD CHARTS (1" INFILL)
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
METERS
PANEL WIDTH IN FEET
ME
TER
S
PAN
EL
HE
IGH
T IN
FE
ET
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 20 PSF (960) 33 PSF (1580)B = 25 PSF (1200) 42 PSF (2000)C = 30 PSF (1440) 50 PSF (2400)D = 40 PSF (1920) 67 PSF (3200)E = 50 PSF (2400) 83 PSF (4000)
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
nd u
se o
f gla
zed
entra
nce,
win
dow
, and
cur
tain
wal
l pro
duct
s va
ry w
idel
y. K
awne
er d
oes
not c
ontro
l th
e se
lect
ion
of p
rodu
ct c
onfig
urat
ions
, ope
ratin
g ha
rdw
are,
or g
lazi
ng m
ater
ials
, an
d as
sum
es n
o re
spon
sibi
lity
ther
efor
.
Kaw
neer
rese
rves
the
right
to c
hang
e co
nfigu
ratio
n w
ithou
t prio
r not
ice
whe
n de
emed
nece
ssar
y fo
r pro
duct
impr
ovem
ent.
© K
awne
er C
ompa
ny, I
nc.,
2010
kawneer.com
16
EC 97911-197
990 Sliding Doors
ADMB010EN
MARCH, 2019BLANK PAGE
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