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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.,
2014
kawneer.com
1
EC 97911-182
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018
For specific product applications,Consult your Kawneer representative.
Features• Easily integrates with 1600 Wall Systems• Flush grid exterior has a 2-1/2" (63.5) sightline • Rafter are available in 3-1/8" (79.4), 4-3/4" (120.7) and 6" (152.4) depths• Accepts 3/16" (4.8) to 1-5/16" (33.3) thick glazing material• Silicone Glazed option for purlins is standard• Stick system is fully factory fabricated for quality control• Corner and Splayed application available• Two color option• PermandonicTM anodized finishes in seven choices• Painted finishes in standard and custom choices
Optional Features• Heavyweight purlins available• 8-5/8" (219.1) rafter available for long spans
Product Applications• Slope Glazing integrated with vertical Curtain Wall• Slopes terminating on a parapet wall or curb• Slopes applied to a grid subframe
FEATURES
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.,
2014
kawneer.com
2
EC 97911-182
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018BLANK PAGE
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.,
2014
kawneer.com
3
EC 97911-182
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018INDEX
PICTORIAL VIEW/GENERAL INFORMATION ...................................4CONSTRUCTION DETAILS ............................................................5, 6SLOPE APPLIED TO STEEL GRID ....................................................7SLOPE APPLIED TO CORNERS ........................................................8STRUCTURAL CHARTS ............................................................... 9-14THERMAL CHARTS .................................................................... 15-22
Architects - Most extrusion and window types illustrated in this catalog are standard products for Kawneer. These concepts have been expanded and modified to afford you design freedom. Some miscellaneous details are non-standard and are intended to demonstrate how the system can be modified to expand design flexibility. Please contact your Kawneer representative for further assistance.
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.
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
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.,
2014
kawneer.com
4
EC 97911-182
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018
APPLICATION1600 S.G. is designed to accommodate three primary configurations. 1) Slopes integrated with vertical 1600 Wall. 2) Slopes terminating on a curb or parapet wall, 3) Slopes applied to steel grid or part of a sloped roof. Outside or Inside corners may be adapted to the first two configurations. Standard members are shown in this section. Their use will result in the most economic application of the system. Deviations from the standard are possible but should be reviewed with your Kawneer representative.
DEGREE OF SLOPEDegree of slope is figured from the horizontal plane. Permitted slope angles are 15° to 60° inclusive.
GLAZINGThe system is designed to accept infills of 3/16" to 1-5/16", made of either glass or polycarbonate materials. When plexiglass or lexan type glazing is used, manufacturers guidelines for glazing material, and maximum size must be consulted. Other infill thicknesses are possible but must be reviewed with your Kawneer representative.
PICTORIAL VIEW / GENERAL INFORMATION
PVC THERMALBREAK
COVER
PURLIN
PRESSUREPLATE
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.,
2014
kawneer.com
5
EC 97911-182
420079
420002
420094
2
3A
43B
3C
2
3C
1
3A 3B
2
3C
4
5 6
420002
3A 3B
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018CONSTRUCTION DETAILS
ELEVATION SECTION
ADJUSTABLE EAVE15° TO 60° INCLUSIVE
ELEVATION SECTION
OPTIONAL CAPTUREDPURLIN
STRUCTURAL SILICONE GLAZED PURLIN
OPTIONAL HEAVYWEIGHT
PURLIN
1" GLAZING SHOWN, 3/16" TO 1-5/16" GLAZING AVAILABLE. 4-3/4" SYSTEM SHOWN, 3-1/8" AND 6" SYSTEMS AVAILABLE.
SEE "1600 WALL" FOR DETAILS OF VERTICAL WALL
ADJUSTABLE HEAD
on page 6
Additional information and CAD details are available at www.kawneer.com
Structural Silicone Sealant(by Others)*
* INSTALLER NOTE: Installer is responsible for all required compatibility review and approvals with the Structural Silicone Manufacturer and the Insulated Glass Unit Manufacturers.
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.,
2014
kawneer.com
6
EC 97911-1824-
3/4"
(120
.7)
6"(1
52.4
)
2-1/2"(63.5)
2-1/2"
(63.5)
11
1/4" 1"
1/4" 1" 1/4" 1"
420005
420091
420030
420090
1/4" 1"
420005
420091
420030
420090
5 5 6 5
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018CONSTRUCTION DETAILS
NOTE: Optional 8-5/8" rafter is also available. See structural charts for capabilities.
BRAKE CLOSURE
RAFTERS
PURLINSSTRUCTURAL SILICONE GLAZED PURLINS
NOTE: Optional heavyweight purlin for 1" infill (420094) is also available. See structural charts for capabilities.
SILL GUTTER
1" GLAZING SHOWN3/16" TO 1-5/16" AVAILABLE
ADJUSTABLE EAVE15° TO 60° INCLUSIVE (FOR 4-3/4 RAFTER)
ADJUSTABLE EAVE15° TO 60° INCLUSIVE
(FOR 6" RAFTER)
Additional information and CAD details are available at www.kawneer.com
* INSTALLER NOTE: Installer is responsible for all required compatibility review and approvals with the Structural Silicone Manufacturer and the Insulated Glass Unit Manufacturers.
Structural Silicone Sealant(by Others)*
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.,
2014
kawneer.com
7
EC 97911-182
420027 420027STEEL AT LONGSPAN OPENING
420028 420028
420077
420079
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018
1/4" (6.4) GLAZING
1" (25.4) GLAZING
LONG SPAN APPLIED TO STRUCTURAL GRID
SLOPE APPLIED TO STEEL GRID
INTERIOR
INTERIOR
Additional information and CAD details are available at www.kawneer.com
* INSTALLER NOTE: Installer is responsible for all required compatibility review and approvals with the Structural Silicone Manufacturer and the Insulated Glass Unit Manufacturers.
Structural Silicone Sealant(by Others)*
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.,
2014
kawneer.com
8
EC 97911-182
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018SLOPE APPLIED TO CORNERS
ELEVATION
PLAN
HIP RAFTER
NOTE: ANGLES ARE VARIABLE AND ARE ACCOMPLISHED BY USE OF BRAKE FILLER INSERTS.
ELEVATION
PLAN
NOTE: FOR CONDITIONS NOT SHOWN CONSULT YOUR KAWNEER REPRESENTATIVE.
INSIDE CORNER
OUTSIDE CORNER
VALLEY RAFTER
1" INFILL
1/4" INFILL
1" INFILL 1/4" INFILL
Additional information and CAD details are available at www.kawneer.com
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.,
2014
kawneer.com
9
EC 97911-182
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018
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 (104 MPa), STEEL 30,000 psi (207 MPa). 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 / DEAD LOAD CHARTS
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.,
2014
kawneer.com
10
EC 97911-182
.5 1 1.5 2
7.5
7
6.5
6
5.5
5
4.5
4
3.5
25
24
23
22
21
20
19
18
17
16
15
2 3 4 5 6 7 8
14
13
12
111
.5 1 1.5 2
6
5.5
5
4.5
4
3.5
3
2.5
2
20
19
18
17
16
15
14
13
12
11
10
9
8
7
61 2 3 4 5 6 7 8
.5 1 1.5 2
6
5.5
5
4.5
4
3.5
3
2.5
21
20
19
18
17
16
15
14
13
12
11
10
9
8
71 2 3 4 5 6 7 8
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018STRUCTURAL CHARTS
CHARTS ARE FOR RAFTERS WITH S.S.G. PURLINS 1" INFILL
THE INTERSECTION OF RAFTER LENGTH AND RAFTER CENTERS REPRESENTS THE MAXIMUM COMBINED LOAD FOR THE SECTIONS SHOWN ADJACENT TO THE CHARTS. CONSULT A KAWNEER REPRESENTATIVE.
420079
I= 0.232 (9.66 x 104)S= 0.343 (5.62 x 103)
420030
I= 5.811 (241.87 x 104)S= 2.114 (34.64 x 103)
420079
I= 0.232 (9.66 x 104)S= 0.343 (5.62 x 103)
420090
I= 12.619 (525.24 x 104)S= 3.723 (61.01 x 103)
420092
I= 33.319 (1386.83 x 104)S= 7.086 (116.12 x 103)
420079
I= 0.232 (9.66 x 104)S= 0.343 (5.62 x 103)
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
A
B
C
D
E
F
AB
C
D
E
F
A
B
C
D
E
F
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 20 PSF (960) 33 PSF (1580)B = 30 PSF (1440) 50 PSF (2400)C = 40 PSF (1920) 67 PSF (3200)D = 50 PSF (2400) 83 PSF (4000)E = 70 PSF (3360) 117 PSF (5600)F = 90 PSF (4310) 150 PSF (7200)
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.,
2014
kawneer.com
11
EC 97911-182
.5 1 1.5 2
5
4.5
4
3.5
3
2.5
2
19
18
17
16
15
14
13
12
11
10
9
8
7
6
51 2 3 4 5 6 7 8
.5 1 1.5 2
6
5.5
5
4.5
4
3.5
3
2.5
20
19
18
17
16
15
14
13
12
11
10
9
8
7
61 2 3 4 5 6 7 8
.5 1 1.5 2
7
5.5
5
4.5
4
3.5
24
23
22
21
20
19
18
17
16
15
14
1 2 3 4 5 6 7 8
13
12
11
10
6
6.5
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018STRUCTURAL CHARTS
420094
I= 1.040 (43.29 x 104)S= 0.817 (13.39 x 103)
420030
I= 5.811 (241.87 x 104)S= 2.114 (34.64 X 103)
420090
I= 12.619 (525.24 x 104)S= 3.723 (61.01 x 103)
420094
I= 1.040 (43.29 x 104)S= 0.817 (13.39 x 103)
420092
I= 33.319 (1386.83 x 104)S= 7.086 (116.12 x 103)
420094
I= 1.040 (43.29 x 104)S= 0.817 (13.39 x 103)
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
A
B
C
D
EF
A
B
C
D
E
F
AB
C
D
E
F
CHARTS ARE FOR RAFTERS WITH S.S.G. PURLINS 1" INFILL
THE INTERSECTION OF RAFTER LENGTH AND RAFTER CENTERS REPRESENTS THE MAXIMUM COMBINED LOAD FOR THE SEC-TIONS SHOWN ADJACENT TO THE CHARTS. CONSULT A KAWNEER REPRESENTATIVE.
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 20 PSF (960) 33 PSF (1580)B = 30 PSF (1440) 50 PSF (2400)C = 40 PSF (1920) 67 PSF (3200)D = 50 PSF (2400) 83 PSF (4000)E = 70 PSF (3360) 117 PSF (5600)F = 90 PSF (4310) 150 PSF (7200)
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.,
2014
kawneer.com
12
EC 97911-182
.5 1 1.5 2
6
5.5
5
4.5
4
3.5
3
2.5
2
20
19
18
17
16
15
14
13
12
11
10
9
8
7
61 2 3 4 5 6 7 8
.5 1 1.5 2
6
5.5
5
4.5
4
3.5
3
2.5
21
20
19
18
17
16
15
14
13
12
11
1 2 3 4 5 6 7 8
10
9
8
7
.5 1 1.5 2
7
6.5
6
5.5
5
4.5
4
25
24
23
22
21
20
19
18
17
16
15
14
13
12
111 2 3 4 5 6 7 8
3.5
7.5
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018STRUCTURAL CHARTS
420002
I= 1.090 (45.37 x 104)S= 0.668 (10.95 x 103)
420030
I= 5.811 (241.87 x 104)S= 2.114 (34.64 x 103)
420090
I= 12.619 (525.24 x 104)S= 3.723 (61.01 x 103)
420092
I= 33.319 (1386.83 x 104)S= 7.086 (116.12 x 103)
420002
I= 1.090 (45.37 x 104)S= 0.668 (10.95 x 103)
420002
I= 1.090 (45.37 x 104)S= 0.668 (10.95 x 103)
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
A
B
C
D
EF
A
B
C
D
E
F
AB
C
D
E
F
CHARTS ARE FOR RAFTERS WITH CAPTURED PURLINS 1" INFILL
THE INTERSECTION OF RAFTER LENGTH AND RAFTER CENTERS REPRESENTS THE MAXIMUM COMBINED LOAD FOR THE SECTIONS SHOWN ADJACENT TO THE CHARTS. CONSULT A KAWNEER REPRESENTATIVE.
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 20 PSF (960) 33 PSF (1580)B = 30 PSF (1440) 50 PSF (2400)C = 40 PSF (1920) 67 PSF (3200)D = 50 PSF (2400) 83 PSF (4000)E = 70 PSF (3360) 117 PSF (5600)F = 90 PSF (4310) 150 PSF (7200)
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.,
2014
kawneer.com
13
EC 97911-182
.5 1 1.5 2
6
5.5
5
4.5
4
3.5
3
2.5
2
20
19
18
17
16
15
14
13
12
11
10
9
8
7
61 2 3 4 5 6 7 8
.5 1 1.5 2
6
5.5
5
4.5
4
3.5
3
2.5
21
20
19
18
17
16
15
14
13
12
11
10
9
8
71 2 3 4 5 6 7 8
.5 1 1.5 2
7.5
6.5
6
5.5
5
4.5
4
25
24
23
22
21
20
19
18
17
16
15
14
13
12
111 2 3 4 5 6 7 8
3.5
7
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018STRUCTURAL CHARTS
420077
I= 0.729 (30.34 x 104)S= 0.701 (11.49 x 103)
420005
I= 6.550 (272.63 x 104)S= 2.458 (40.28 x 103)
420091
I= 13.231 (550.71 x 104)S= 3.899 (63.89 x 103)
420077
I= 0.729 (30.34 x 104)S= 0.701 (11.49 x 103)
420077
I= 0.729 (30.34 x 104)S= 0.701 (11.49 x 103)
420093
I= 35.851 (1492.23 x 104)S= 7.791 (127.67 x 103)
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
A
B
C
D
E
F
A
B
C
D
E
F
AB
C
D
E
F
CHARTS ARE FOR RAFTERS WITH S.S.G. PURLINS 1/4" INFILL
THE INTERSECTION OF RAFTER LENGTH AND RAFTER CENTERS REPRESENTS THE MAXIMUM COMBINED LOAD FOR THE SECTIONS SHOWN ADJACENT TO THE CHARTS. CONSULT A KAWNEER REPRESENTATIVE.
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 20 PSF (960) 33 PSF (1580)B = 30 PSF (1440) 50 PSF (2400)C = 40 PSF (1920) 67 PSF (3200)D = 50 PSF (2400) 83 PSF (4000)E = 70 PSF (3360) 117 PSF (5600)F = 90 PSF (4310) 150 PSF (7200)
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.,
2014
kawneer.com
14
EC 97911-182
.5 1 1.5 2
6
5.5
5
4.5
4
3.5
3
2.5
2
20
19
18
17
16
15
14
13
12
11
10
9
8
7
61 2 3 4 5 6 7 8
.5 1 1.5 2
6
5.5
5
4.5
4
3.5
3
2.5
21
20
19
18
17
16
15
14
13
12
11
10
9
8
71 2 3 4 5 6 7 8
.5 1 1.5 2
7.5
6.5
6
5.5
5
4.5
4
25
24
23
22
21
20
19
18
17
16
15
14
13
12
111 2 3 4 5 6 7 8
3.5
7
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018STRUCTURAL CHARTS
420004
I= 1.087 (45.24 x 104)S= 0.792 (12.98 x 103)
420005
I= 6.550 (272.63 x 104)S= 2.458 (40.28 x 103)
420004
I= 1.087 (45.24 x 104)S= 0.792 (12.98 x 103)
420091
I= 13.231 (550.71 x 104)S= 3.899 (63.89 x 103)
420004
I= 1.087 (45.24 x 104)S= 0.792 (12.98 x 103)
420093
I= 35.851 (1492.23 x 104)S= 7.791 (127.67 x 103)
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
RAFTER CENTERS (IN METERS)
RA
FTE
R L
EN
GTH
(IN
ME
TER
S)
RA
FTE
R L
EN
GTH
(IN
FE
ET)
RAFTER CENTERS (IN FEET)
A
B
C
D
E
F
AB
C
D
E
F
A
B
C
D
EF
CHARTS ARE FOR RAFTERS WITH CAPTURED PURLINS 1" INFILL
THE INTERSECTION OF RAFTER LENGTH AND RAFTER CENTERS REPRESENTS THE MAXIMUM COMBINED LOAD FOR THE SECTIONS SHOWN ADJACENT TO THE CHARTS. CONSULT A KAWNEER REPRESENTATIVE.
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 20 PSF (960) 33 PSF (1580)B = 30 PSF (1440) 50 PSF (2400)C = 40 PSF (1920) 67 PSF (3200)D = 50 PSF (2400) 83 PSF (4000)E = 70 PSF (3360) 117 PSF (5600)F = 90 PSF (4310) 150 PSF (7200)
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.,
2014
kawneer.com
15
EC 97911-182
7'-0
"
9'-6
"
15'-8"
5'-0"
2'-0
"
0.49
91%
0.480.460.440.420.400.380.360.340.320.300.280.260.240.220.20
75 7085 8095 90
0.80
0.75
0.70
0.65
0.60
0.55
0.50
0.45
0.40
0.35
0.30
0.25
0.20
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018
Generic Project Specific U-factor Example Calculation(Percent of Glass will Vary on specific products depending on sitelines)
Example Glass Ufactor = 0.42 Btu/hr·ft2·oF
Total Daylight Opening = 3(5' x 7') + 3(5' x 2') = 135ft2
Total Projected Area = (Total Daylight Opening + Total Area of Framing System) = 15'8" x 9'6" = 148.83ft2
Percent of Glass = (Total Daylight Opening ÷ Total Projected Area) = (135 ÷ 148.83)100 = 91%
System Ufactor vs Percent of Glass Area
Syst
em U
fact
or (B
TU/h
r·ft2 ·o F)
Percent of GlassBased on 91% glass and Center of Glass (COG) Ufactor of 0.42System Ufactor is equal to 0.49 Btu/hr·ft2·oF
THERMAL CHARTS
EXAMPLE
(NOT FOR DESIGN)
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.,
2014
kawneer.com
16
EC 97911-182
0.48 (2.73)0.46 (2.61)0.44 (2.50)0.42 (2.39)0.40 (2.27)0.38 (2.16)0.36 (2.05)0.34 (1.93)0.32 (1.82)0.30 (1.71)0.28 (1.59)0.26 (1.48)0.24 (1.37)0.22 (1.25)0.20 (1.14)0.18 (1.02)0.16 (0.91)0.14 (0.79)0.12 (0.68)0.10 (0.57)
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018
CAPTURED GLAZING
System Ufactor vs Percent of Glass Area
Syst
em U
fact
or (B
TU/h
r·ft2 ·o F)
Percent of Glass = Vision Area/Total Area(Total Daylight Opening / Projected Area)
Notes for System UFactor, SHGC and VT charts: For glass values that are not listed, linear interpolation is permitted. Glass properties are based on center of glass values and are obtained from your glass supplier.
THERMAL CHARTS
Note:Values in parentheses are metric. COG=Center of Glass. Charts are generated per AAMA 507.
COG Ufactor
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.,
2014
kawneer.com
17
EC 97911-182
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018
System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision Area
Syst
em S
HG
C
Vision Area / Total Area (%)
COGSHGC
System Visible Transmittance (VT) vs Percent of Vision Area
Syst
em V
T
Vision Area / Total Area (%)
COGVT
THERMAL CHARTS
CAPTURED GLAZING
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.,
2014
kawneer.com
18
EC 97911-182
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018THERMAL PERFORMANCE MATRIX
Thermal Transmittance 1 (BTU/hr • ft 2 • °F)Glass U-Factor 3 Overall U-Factor 4
0.48 0.640.46 0.620.44 0.600.42 0.590.40 0.570.38 0.550.36 0.540.34 0.520.32 0.500.30 0.480.28 0.470.26 0.450.24 0.430.22 0.410.20 0.390.18 0.380.16 0.360.14 0.340.12 0.320.10 0.31
SHGC Matrix 2
Glass SHGC 3 Overall SHGC 4
0.75 0.690.70 0.640.65 0.600.60 0.550.55 0.510.50 0.470.45 0.420.40 0.380.35 0.330.30 0.290.25 0.240.20 0.200.15 0.150.10 0.110.05 0.06
SHGC Matrix 2
Glass SHGC 3 Overall SHGC 4
0.75 0.670.70 0.630.65 0.580.60 0.540.55 0.490.50 0.450.45 0.400.40 0.360.35 0.310.30 0.270.25 0.220.20 0.180.15 0.130.10 0.090.05 0.04
NOTE: For glass values that are not listed, linear interpolation is permitted.
1. U-Factors are determined in accordance with NFRC 100.2. SHGC and VT values are determined in accordance with NFRC 200.3. Glass properties are based on center of glass values and are obtained from your glass supplier.4. Overall U-Factor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 2,000 mm wide by 2,000 mm high (78-3/4" by 78-3/4").
CAPTURED GLAZING
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.,
2014
kawneer.com
19
EC 97911-182
0.48 (2.73)0.46 (2.61)0.44 (2.50)0.42 (2.39)0.40 (2.27)0.38 (2.16)0.36 (2.05)0.34 (1.93)0.32 (1.82)0.30 (1.71)0.28 (1.59)0.26 (1.48)0.24 (1.37)0.22 (1.25)0.20 (1.14)0.18 (1.02)0.16 (0.91)0.14 (0.79)0.12 (0.68)0.10 (0.57)
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018
System Ufactor vs Percent of Glass Area
Syst
em U
fact
or (B
TU/h
r·ft2 ·o F)
Percent of Glass = Vision Area/Total Area(Total Daylight Opening / Projected Area)
Notes for System UFactor, SHGC and VT charts: For glass values that are not listed, linear interpolation is permitted. Glass properties are based on center of glass values and are obtained from your glass supplier.
THERMAL CHARTS
Note:Values in parentheses are metric. COG=Center of Glass. Charts are generated per AAMA 507.
COG Ufactor
SSG GLAZING
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.,
2014
kawneer.com
20
EC 97911-182
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018
System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision Area
Syst
em S
HG
C
Vision Area / Total Area (%)
COGSHGC
System Visible Transmittance (VT) vs Percent of Vision Area
Syst
em V
T
Vision Area / Total Area (%)
COGVT
THERMAL CHARTS
SSG GLAZING
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.,
2014
kawneer.com
21
EC 97911-182
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018THERMAL PERFORMANCE MATRIX
Thermal Transmittance 1 (BTU/hr • ft 2 • °F)Glass U-Factor 3 Overall U-Factor 4
0.48 0.630.46 0.620.44 0.600.42 0.580.40 0.560.38 0.550.36 0.530.34 0.510.32 0.490.30 0.480.28 0.460.26 0.440.24 0.420.22 0.400.20 0.390.18 0.370.16 0.350.14 0.330.12 0.320.10 0.30
SHGC Matrix 2
Glass SHGC 3 Overall SHGC 4
0.75 0.690.70 0.650.65 0.600.60 0.560.55 0.510.50 0.470.45 0.420.40 0.380.35 0.330.30 0.290.25 0.240.20 0.200.15 0.150.10 0.110.05 0.06
SHGC Matrix 2
Glass SHGC 3 Overall SHGC 4
0.75 0.680.70 0.630.65 0.590.60 0.540.55 0.500.50 0.450.45 0.410.40 0.360.35 0.320.30 0.270.25 0.230.20 0.180.15 0.140.10 0.090.05 0.05
NOTE: For glass values that are not listed, linear interpolation is permitted.
1. U-Factors are determined in accordance with NFRC 100.2. SHGC and VT values are determined in accordance with NFRC 200.3. Glass properties are based on center of glass values and are obtained from your glass supplier.4. Overall U-Factor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 2,000 mm wide by 2,000 mm high (78-3/4" by 78-3/4").
SSG GLAZING
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.,
2014
kawneer.com
22
EC 97911-182
1600 Sloped Glazing
ADMF010EN
NOVEMBER, 2018BLANK PAGE