1600 SS 1 - Sheridan Collegetrantor.sheridanc.on.ca/webct/.../Arch_1600SS_Unitwall(Eng)--A.pdf ·...
Transcript of 1600 SS 1 - Sheridan Collegetrantor.sheridanc.on.ca/webct/.../Arch_1600SS_Unitwall(Eng)--A.pdf ·...
Law
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ion
of p
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© K
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er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
11600 SSTMFEBRUARY, 2012
FEATURES
For specific product applications,Consult your Kawneer representative.
Features
• 1600SSTM isanoutsideglazedcapturedorSSGcurtainwallsystem
• 1600SSTMhas2-1/2"(63.5)sightlines
• Standard6"(152.4)or7-1/2"(190.5)depthsystems
• Infilloptionsupto1-1/8"(28.6)
• Apre-glazedoption,1600SSUnitwallTM, is also available
• Perimetersealcanbeinstalledatthepressureplateormullionshoulder
• 1600SSTM can be supplied fabricated and KD or in stock lengths
• Interlockingmulliondesigneliminatesneedforanti-bucklingclips
• Concealedfastenerjoinerycreatessmooth,monolithicappearance
• EPDMgasketsandthermalbreak
• Screwsplinejoinerymethodallowsshopassemblyofladdersections,reducingfieldlabor
• Cornersavailablewithshearblockfabricationmethod
• Offersintegratedentranceframingsystems
• Siliconecompatibleglazingmaterialsforlong-lastingseals
• Twocoloroption
• Permanodic®anodizedfinishesin7choices
• Paintedfinishesinstandardandcustomchoices
Optional Features
• Capturedsystemthermalseparatorcanbepre-installedintopressureplate
• CapturedandSSGsystemsintegratewithconcealedGLASSvent®
• CapturedsystemIntegrateswithstandardKawneerwindows
• Deepandbullnosecoversavailable
• Profit$maker®Plusdiesetsavailable
Product Applications
• Idealforlowtomid-riseapplicationswherehighperformanceisdesired
• Mostoftheproductassemblycanbedoneintheshopratherthanthefield.
This allows for better quality control and reduces expensive field labor.
Law
s an
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ing
and
saf
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cod
es g
over
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the
des
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and
use
of g
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entr
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, win
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, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
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s no
t co
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l th
e se
lect
ion
of p
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uct
confi
gura
tions
, op
erat
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hard
war
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azin
g m
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ials
, an
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Kaw
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© K
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er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
2 1600 SSTMFEBRUARY, 2012
BLANK PAGE
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
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res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
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notic
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dee
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© K
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Inc.
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kawneer.com
EC 97911-37
31600 SSTMFEBRUARY, 2012
PICTORIAL VIEW ............................................................................... 5
FRAMING DETAILS ......................................................................... 6,7
ENTRANCE DETAILS ..................................................................... 8,9
1600 SS UNITWALLTM FRAMING DETAILS ..................................... 10
FRAMING DETAILS (RTS) .......................................................... 11,12
ENTRANCE DETAILS (RTS) ............................................................ 13
CORNER DETAILS ...................................................................... 14,15
1600 GLASSvent® / WINDOWS ........................................................ 16
REYNOBOND® PANEL DETAILS ..................................................... 17
BACK PAN DETAILS ........................................................................ 18
ANCHORING ............................................................................... 19,20
WIND LOAD / DEAD LOAD CHARTS ......................................... 21-26
THERMAL CHARTS ................................................................... 27-34
LAWSANDBUILDINGANDSAFETYCODESGOVERNINGTHEDESIGNANDUSEOFGLAZEDENTRANCE,WINDOW,ANDCURTAINWALLPRODUCTSVARYWIDELY.KAWNEERDOESNOTCONTROLTHESELECTIONOFPRODUCTCONFIGURATIONS,OPERATINGHARDWARE,ORGLAZINGMATERIALS,ANDASSUMESNORESPONSIBILITYTHEREFOR.
Metric(SI)conversionfiguresareincludedthroughoutthesedetailsforreference.Numbersinparentheses()aremillimetersunlessotherwisenoted.
Thefollowingmetric(SI)unitsarefoundinthesedetails:
m–meter
cm–centimeter
mm–millimeter
s–second
Pa–pascal
MPa–megapascal
Kawneerreservestherighttochangeconfigurationswithoutpriornoticewhendeemednecessaryforproductimprovement.
Architects - Most extrusion and window types illustrated in this catalog are standard products for Kawneer.Theseconceptshavebeenexpandedandmodifiedtoaffordyoudesignfreedom.Somemiscellaneousdetailsarenon-standardandareintendedtodemonstratehowthesystemcanbemodifiedtoexpanddesignflexibility.PleasecontactyourKawneerrepresentativeforfurtherassistance.
INDEX
Law
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uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
4 1600 SSTMFEBRUARY, 2012
BLANK PAGE
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
51600 SSTMFEBRUARY, 2012
PICTORIAL VIEW
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
6
2-1/
2"(6
3.5)
1/2"
(12.
7)
6"(152.4)
7-1/2"(190.5)
11A
7 9
3
55A
86
2
4
1A 1
2
3
4
55A
1600 SSTMFEBRUARY, 2012
SCALE 3" = 1'-0"
CAPTURED MULLION ELEVATION
FRAMING DETAILS
ELEVATION IS NUMBER KEYED TO DETAILS
ANCHORDETAILS
CORNERDETAILS
ENTRANCEDETAILS
PERIMETERPRESSURE PLATE
PERIMETER MULLION
PERIMETERPRESSURE PLATE
PERIMETER MULLION
HEAD HEAD
HORIZONTAL
HORIZONTAL
HORIZONTAL
SILLSILL
Law
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uild
ing
and
saf
ety
cod
es g
over
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the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
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Kaw
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s th
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ht t
o ch
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con
figur
atio
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ithou
t p
rior
notic
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dee
med
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imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
7
2-1/2"(63.5)
1/2"(12.7)
6"(1
52.4
) 7-1/
2"(1
90.5
)
11A
6, 6A
11
2A
3
4A
55A
10
7, 7A
2
4
6 6A 8 10
77A 9 11
1600 SSTMFEBRUARY, 2012
SCALE 3" = 1'-0"
FRAMING DETAILS
SSG MULLION ELEVATIONELEVATION IS NUMBER KEYED TO DETAILS
CORNERDETAILS
ENTRANCEDETAILS
ANCHORDETAILS
JAMB(1/4" INFILL)
SSG MULLIONAT JAMB (1/4")
CAPTUREDMULLION (1/4")
SSG MULLION(1/4" INFILL)
JAMB(1" INFILL)
SSG MULLIONAT JAMB (1")
CAPTUREDMULLION (1")
SSG MULLION(1" INFILL)
Law
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d b
uild
ing
and
saf
ety
cod
es g
over
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the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
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res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
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t p
rior
notic
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dee
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uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
8
2-1/
2"(6
3.5)
6"(152.4)
1-3/
4"(6
3.5)1/8"
(3.2
)
7-1/2"(190.5)
2-1/
2"(6
3.5)
6"(152.4)
1-3/
4"(6
3.5)1/8"
(3.2
)
7-1/2"(190.5)
2-1/
2"(6
3.5)
6"(152.4)
1-3/
4"(6
3.5)1/8"
(3.2
)
7-1/2"(190.5)
2-1/2"(63.5)
6"(1
52.4
)7-1/
2"(1
90.5
)
3/4"(19.0)
2-1/2"(63.5)
6"(1
52.4
)7-1/
2"(1
90.5
)
3/4"(19.0)
2 4
1 3
6
5
1
1A
3
2
4
1600 SSTMFEBRUARY, 2012
ELEVATION IS NUMBER KEYED TO DETAILS
SCALE 3" = 1'-0"
ENTRANCE DETAILS
TRANSOM BARBUTT HUNG OR OFFSET PIVOT
WITH SURFACE CLOSER
TRANSOM BARBUTT HUNG OR OFFSET PIVOT
WITH SINGLE ACTING OFFSET ARM CONCEALED OVERHEAD CLOSER
TRANSOM BARCENTER HUNG
WITH CONCEALED OVER HEAD CLOSER
DOOR JAMBBUTT HUNG
OROFFSET PIVOT
DOOR JAMBCENTER HUNG
B/H or O/P B/H or O/PC/H
ENTRANCE ELEVATION
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
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res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
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dee
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rod
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imp
rove
men
t.
© K
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er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
9
2-1/
2"(6
3.5)
6"(152.4)
7-1/2"(190.5)
2-1/
2"(6
3.5)
6"(152.4)
7-1/2"(190.5)
2-1/
2"(6
3.5)
6"(152.4)
7-1/2"(190.5)
2-1/2"(63.5)
6"(1
52.4
)7-1/
2"(1
90.5
)
2-1/2"(63.5)
6"(1
52.4
)7-1/
2"(1
90.5
)
6"(1
52.4
)7-1/
2"(1
90.5
)
2-1/2"(63.5)
3/4"(19.0)
5
5A
5B
6
1600 SSTMFEBRUARY, 2012
FLUSH TRANSOM BARBUTT HUNG OR OFFSET PIVOT
WITH SURFACE CLOSER
FLUSH TRANSOM BARBUTT HUNG OR OFFSET PIVOT
WITH SURFACE CLOSER
FLUSH TRANSOM BARBUTT HUNG OR OFFSET PIVOT WITH LCN 2030 COC CLOSER
SCALE 3" = 1'-0"
ENTRANCE DETAILS
FLUSH DOOR JAMBBUTT HUNG
OROFFSET PIVOT
ALTERNATE SSGFLUSH DOOR JAMB
BUTT HUNGOR
OFFSET PIVOT
ALTERNATE SSG DOOR JAMB
BUTT HUNGOR
OFFSET PIVOT
OptionalInteriorCover
OptionalInteriorCover
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
10
2-1/
2"(6
3.5)
1/2"
(12.
7)
6"(152.4)
7-1/2"(190.5)
1A 1
2
3
4
55A
3"(7
6.2)
3"(7
6.2)
2A
4A
11A
7 9
2A
3
4A
55A
86
2
4
1600 SSTMFEBRUARY, 2012
SCALE 3" = 1'-0"
UNIT WALL ELEVATION
1600SS UNITWALLTM FRAMING DETAILS
ELEVATION IS NUMBER KEYED TO DETAILS
PERIMETERPRESSURE PLATE
PERIMETER MULLION
PERIMETERPRESSURE PLATE
PERIMETER MULLION
HEAD HEAD
HORIZONTAL
HORIZONTAL
HORIZONTAL
SILLSILL
PRE-GLAZEDEXPANSION
HORIZONTAL1" OVER 1/4"
PRE-GLAZEDEXPANSION
HORIZONTAL1" OVER 1"
NOTE: SEE PAGE 7 FOR VERTICAL MULLION DETAILS
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
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r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
11
11A
7 9
2
3
4
55A
86
2-1/
2"(6
3.5)
1/2"
(12.
7)
6"(152.4)
7-1/2"(190.5)
1A 1
2
3
4
55A
2A
4A
3"(7
6.2)
3"(7
6.2)
1600 SSTMFEBRUARY, 2012
SCALE 3" = 1'-0"
(RTS) CAPTURED MULLION ELEVATIONELEVATION IS NUMBER KEYED TO DETAILS
FRAMING DETAILS (RTS)
(RTS) - Reversed Thermal Separator
HEAD HEAD
HORIZONTAL
HORIZONTAL
HORIZONTAL
SILLSILL
PERIMETERPRESSURE PLATE
PERIMETER MULLION
CORNERDETAILS
ENTRANCEDETAILS
ANCHORDETAILS
PERIMETERPRESSURE PLATE
PERIMETER MULLION
PRE-GLAZEDEXPANSION
HORIZONTAL1" OVER 1/4"
PRE-GLAZEDEXPANSION
HORIZONTAL1" OVER 1"
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
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dee
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rod
uct
imp
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men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
12
2-1/2"(63.5)
1/2"(12.7)
6"(1
52.4
) 7-1/
2"(1
90.5
)
6
7
8
9
1600 SSTMFEBRUARY, 2012
SCALE 3" = 1'-0"
FRAMING DETAILS (RTS)
(RTS) - Reversed Thermal Separator
JAMB(1/4" INFILL)
JAMB(1" INFILL)
MULLION
MULLION
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
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the
refo
r.
Kaw
neer
res
erve
s th
e rig
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o ch
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con
figur
atio
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ithou
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rior
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dee
med
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ssar
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rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
13
2 4
1 3
2-1/
2"(6
3.5)
6"(152.4)
1-3/
4"(6
3.5)1/8"
(3.2
)
7-1/2"(190.5)
2-1/
2"(6
3.5)
6"(152.4)
1-3/
4"(6
3.5)1/8"
(3.2
)
7-1/2"(190.5)
2-1/2"(63.5)
6"(1
52.4
)7-1/
2"(1
90.5
)
3/4"(19.0)
2-1/2"(63.5)
6"(1
52.4
)7-1/
2"(1
90.5
)
3/4"(19.0)
2-1/
2"(6
3.5)
6"(152.4)
1-3/
4"(6
3.5)1/8"
(3.2
)
7-1/2"(190.5)
1
1A
3
2
4
1600 SSTMFEBRUARY, 2012
ELEVATION IS NUMBER KEYED TO DETAILS
SCALE 3" = 1'-0"
ENTRANCE DETAILS (RTS)
TRANSOM BARBUTT HUNG OR OFFSET PIVOT
WITH SURFACE CLOSER
TRANSOM BARBUTT HUNG OR OFFSET PIVOT
WITH SINGLE ACTING OFFSET ARM CONCEALED OVERHEAD CLOSER
TRANSOM BARCENTER HUNG
WITH CONCEALED OVER HEAD CLOSER
DOOR JAMBBUTT HUNG
OROFFSET PIVOT
DOOR JAMBCENTER HUNG
B/H or O/P C/H
(RTS) ENTRANCE ELEVATION
(RTS) - Reversed Thermal Separator
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
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, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
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the
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neer
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s th
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con
figur
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t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
14 1600 SSTMFEBRUARY, 2012
SCALE 3" = 1'-0"
CORNER DETAILS
90° OUTSIDE CORNER 90° INSIDE CORNER
90° OUTSIDE CORNER (RTS) 90° INSIDE CORNER (RTS)
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
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dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
151600 SSTMFEBRUARY, 2012
SCALE 3" = 1'-0"
CORNER DETAILS
90° INSIDE SSG CORNER90° OUTSIDE SSG CORNER
135° INSIDE SSG CORNER135° OUTSIDE SSG CORNER
90° OUTSIDE CORNER 135° OUTSIDE CORNER
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
16 1600 SSTMFEBRUARY, 2012
1600 GLASSvent®
8225TL ISOLOCK® WINDOWS
HEAD
SILL
JAMB
SILL
HEAD
SCALE 3" = 1'-0"
NOTE: Other vent types can be accommodated. Contact your Kawneer representative for other options.
JAMBAT CAPTURED MULLION
1600 GLASSventTM / WINDOWS
JAMBAT SSG MULLION
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
17
1
2
3
4
5
6
7
9
8
1
2
4
56
3
7
8 9
1600 SSTMFEBRUARY, 2012
REYNOBOND® PANEL DETAILS
SCALE 3" = 1'-0"
ELEVATION IS NUMBER KEYED TO DETAILS
NOTE:6"SYSTEMSHOWN,7-1/2"SYSTEMSIMILAR
ReynobondACM(AluminumCompositeMaterial)ismanufacturedbyAlcoaCladdingSystems.
ReynobondACMpanelsareavailableinawidevarietyof sizes and shapes and are colored with Colorweld®300coatings. Colorweld®300coatingsareKynar500®/Hylar5000® finishes which feature durable polyvinylidenefluoride(PVDF)resins.Colorweld®300Series4finishesaredesignedtomatchKawneer'sanodizedcolors.
ForadditionalinformationonReynobondvisit:www.reynobond.com
GLAZED-IN PANELSHOWN WITH 4.0mm REYNOBOND PANEL, 6.0mm SIMILAR.
FLUSH PANELSHOWN WITH 4.0mm REYNOBOND PANEL, 6.0mm SIMILAR.
PUNCHED OPENING / RIBBON WINDOW INTEGRATIONSHOWN WITH 6.0mm REYNOBOND PANEL, 4.0mm SIMILAR.
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
18
5
3
4
6
1 2
3"(7
6.2)
3/4"
(19.
1)
1
3
2
4
5
6
2-1/2"(63.5)
1600 SSTMFEBRUARY, 2012
SCALE 3" = 1'-0"
ELEVATION IS NUMBER KEYED TO DETAILS
NOTE:7-1/2"SYSTEMSHOWN,6"SYSTEMSIMILAR
HEAD
EXPANSION JOINT
TYPICAL DEADLOAD ANCHOR
TRANSOM – SPANDREL OVER VISION
JAMB MULLIONAT SPANDREL
MULLION AT SPANDREL
BACKPAN DETAILS
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
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Kaw
neer
res
erve
s th
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o ch
ange
con
figur
atio
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rior
notic
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dee
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rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
19
1" (25.4)
1" (25.4)
1600 SSTMFEBRUARY, 2012
ANCHORING TO FLOOR SLAB
ANCHORING TO SUPPORT STEEL
Actualprojectconditionswilldeterminespecificanchordesign.Detailsonthispageareforreferenceonly.
ANCHORING
MINIMUM
MINIMUM
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
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rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
20
1" (25.4)
1" (25.4)
1600 SSTMFEBRUARY, 2012
ANCHORING
ANCHORING TO HORIZONTALSTRUCTURAL STEEL
ANCHORING TO VERTICALSTRUCTURAL STEEL
Actualprojectconditionswilldeterminespecificanchordesign.Detailsonthispageareforreferenceonly.
MINIMUM
MINIMUM
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
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o ch
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con
figur
atio
n w
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rior
notic
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dee
med
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imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
211600 SSTMFEBRUARY, 2012
WIND LOAD CHARTS
MullionsaredesignedfordeflectionlimitationsinaccordancewithAAMATIR-A11ofL/175upto13'-6"andL/240+1/4"above13'-6".ThesecurvesareformullionsWITHHORIZONTALSandarebasedonengineeringcalculationsforstressanddeflection.AllowablewindloadstressforALUMINUM15,152p.s.i.(104MPa).Chartedcurves,inallcasesareforthelimitingvalue.A4/3increaseinallowablestresshasnotbeenusedtodevelopthesecurves.Forspecialsituationsnotcoveredbythesecurves,contactyourKawneerrepresentativeforadditionalinformation.
DEAD LOAD CHARTS
Horizontalordeadloadlimitationsarebasedupon1/8"(3.2),maximumallowabledeflectionatthecenterofanintermediatehorizontalmember.Theaccompanyingchartsarecalculatedfor1"(25)thickinsulatingglassor1/4"(6)thickglasssupportedontwosettingblocksplacedattheloadingpointsshown.
WIND LOAD / DEAD LOAD CHARTS
Law
s an
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uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
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dee
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nece
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uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
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EC 97911-37
22
169-001 169-002
6.0
5.016
15
14
13
87654321
ED
6
17
B
18
19
20
12
C8
9
7
10
11
1.0
1.0
2.0
3.0
4.0
2.0
0
A
5
4
3
2
9.0
8.0
7.0
30
29
28
27
26
25
24
22
21
23
6.0
5.016
15
14
13
87654321
E
D
17
B18
19
20
12
C
1.0
4.0
2.0
0
A
169-003 169-004
6.0
5.016
15
14
13
87654321
ED
6
17
B
18
19
20
12
C
8
9
7
10
11
1.0
1.0
2.0
3.0
4.0
2.0
0
A
5
4
3
2
9.0
8.0
7.0
30
29
28
27
26
25
24
22
21
23
6.0
5.016
15
14
13
87654321
E
D17
B
18
19
20
12
C
1.0
4.0
2.0
0
A
1600 SSTMFEBRUARY, 2012
I=5.652(235.25x104)S=1.954(32.02x103)
SINGLE SPAN TWIN SPANA = 20 PSF (960)B = 30 PSF (1440)C = 40 PSF (1920)D = 50 PSF (2400)E = 60 PSF (2880)
WIND LOAD CHARTS (1" INFILL)
MULLION CENTERS IN FEET
MU
LLIO
N H
EIG
HT
IN F
EE
T
MULLION CENTERS IN METERS
MU
LLIO
N H
EIG
HT
IN M
ETE
RS
MULLION CENTERS IN FEET
MU
LLIO
N H
EIG
HT
IN F
EE
T
MULLION CENTERS IN METERS
MU
LLIO
N H
EIG
HT
IN M
ETE
RS
EQ
UA
LE
QU
AL
MU
LLIO
N H
EIG
HT
MU
LLIO
N H
EIG
HT
T
I=11.512(479.16x104)S=3.141(51.47x103)
SINGLE SPAN TWIN SPAN
MULLION CENTERS IN FEET
MU
LLIO
N H
EIG
HT
IN F
EE
T
MULLION CENTERS IN METERS
MULLION CENTERS IN FEET
MU
LLIO
N H
EIG
HT
IN F
EE
T
MULLION CENTERS IN METERS
MU
LLIO
N H
EIG
HT
IN M
ETE
RS
EQ
UA
LE
QU
AL
MU
LLIO
N H
EIG
HT
MU
LLIO
N H
EIG
HT
MU
LLIO
N H
EIG
HT
IN M
ETE
RS
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
23
169-005 169-006
169-007 169-008
6.0
5.016
15
14
13
87654321
ED
6
17
B
18
19
20
12
C8
9
7
10
11
1.0
1.0
2.0
3.0
4.0
2.0
0
A
5
4
3
2
9.0
8.0
7.0
30
29
28
27
26
25
24
22
21
23
6.0
5.016
15
14
13
87654321
E
D
17
B
18
19
20
12
C
1.0
4.0
2.0
0
A
6.0
5.016
15
14
13
87654321
E
D
6
17
B
18
19
20
12
C
8
9
7
10
11
1.0
1.0
2.0
3.0
4.0
2.0
0
A
5
4
3
2
9.0
8.0
7.0
30
29
28
27
26
25
24
22
21
23
6.0
5.016
15
14
13
87654321
E
D
17
B
18
19
20
12
C
1.0
4.0
2.0
0
A
1600 SSTMFEBRUARY, 2012
WIND LOAD CHARTS (1" INFILL)
I=3.609(150.22x104)S=1.773(29.05x103)
SINGLE SPAN TWIN SPANA = 20 PSF (960)B = 30 PSF (1440)C = 40 PSF (1920)D = 50 PSF (2400)E = 60 PSF (2880)
MULLION CENTERS IN FEET
MU
LLIO
N H
EIG
HT
IN F
EE
T
MULLION CENTERS IN METERS
MU
LLIO
N H
EIG
HT
IN M
ETE
RS
MULLION CENTERS IN FEET
MU
LLIO
N H
EIG
HT
IN F
EE
T
MULLION CENTERS IN METERS
MU
LLIO
N H
EIG
HT
IN M
ETE
RS
EQ
UA
LE
QU
AL
MU
LLIO
N H
EIG
HT
MU
LLIO
N H
EIG
HT
I=8.065(335.69x104)S=2.842(46.57x103)
SINGLE SPAN TWIN SPAN
MULLION CENTERS IN FEET
MU
LLIO
N H
EIG
HT
IN F
EE
T
MULLION CENTERS IN METERS
MU
LLIO
N H
EIG
HT
IN M
ETE
RS
MULLION CENTERS IN FEET
MU
LLIO
N H
EIG
HT
IN F
EE
T
MULLION CENTERS IN METERS
MU
LLIO
N H
EIG
HT
IN M
ETE
RS
EQ
UA
LE
QU
AL
MU
LLIO
N H
EIG
HT
MU
LLIO
N H
EIG
HT
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
24
87654321
6
13
12
8
9
7
10
11
1.0
1.0
2.0
3.0
2.0
0
A
5
4
3
2
1
087654321
6
13
12
8
9
7
10
11
1.0
1.0
2.0
3.0
2.0
0
A
5
4
3
2
1
0
87654321
6
13
12
8
9
7
10
11
1.0
1.0
2.0
3.0
2.0
0
A
5
4
3
2
1
087654321
6
13
12
8
9
7
10
11
1.0
1.0
2.0
3.0
2.0
0
A
5
4
3
2
1
0
169-014
169-017
1600 SSTMFEBRUARY, 2012
(1/4" INFILL)
A = 1/4 POINT LOADING
(1" INFILL)
DEAD LOAD CHARTS
SPAN IN FEET
GLA
SS
HE
IGH
T IN
FE
ET
SPAN IN METERS
GLA
SS
HE
IGH
T IN
ME
TER
S
SPAN IN FEET
GLA
SS
HE
IGH
T IN
FE
ET
SPAN IN METERS
GLA
SS
HE
IGH
T IN
ME
TER
S
(1/4" INFILL) (1" INFILL)
SPAN IN FEET
GLA
SS
HE
IGH
T IN
FE
ET
SPAN IN METERS
GLA
SS
HE
IGH
T IN
ME
TER
S
SPAN IN FEET
GLA
SS
HE
IGH
T IN
FE
ET
SPAN IN METERS
GLA
SS
HE
IGH
T IN
ME
TER
S
A = 1/4 POINT LOADING
I=1.620(67.43x104)S=1.296(21.24x103)
I=2.052(85.41x104)S=1.642(26.91x103)
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
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EC 97911-37
25
87654321
6
13
12
8
9
7
10
11
1.0
1.0
2.0
3.0
2.0
0
A
5
4
3
2
1
0
B
87654321
6
13
12
8
9
7
10
11
1.0
1.0
2.0
3.0
2.0
0
A
5
4
3
2
1
0
B
87654321
6
13
12
8
9
7
10
11
1.0
1.0
2.0
3.0
2.0
0
A
5
4
3
2
1
0
B
87654321
6
13
12
8
9
7
10
11
1.0
1.0
2.0
3.0
2.0
0
A
5
4
3
2
1
0
B
169-016
169-019
1600 SSTMFEBRUARY, 2012
DEAD LOAD CHARTS
(1/4" INFILL)
A = 1/4 POINT LOADINGB = 1/8 POINT LOADING
(1" INFILL)
SPAN IN FEET
GLA
SS
HE
IGH
T IN
FE
ET
SPAN IN METERS
GLA
SS
HE
IGH
T IN
ME
TER
S
SPAN IN FEET
GLA
SS
HE
IGH
T IN
FE
ET
SPAN IN METERS
GLA
SS
HE
IGH
T IN
ME
TER
S
(1/4" INFILL) (1" INFILL)
SPAN IN FEET
GLA
SS
HE
IGH
T IN
FE
ET
SPAN IN METERS
GLA
SS
HE
IGH
T IN
ME
TER
S
SPAN IN FEET
GLA
SS
HE
IGH
T IN
FE
ET
SPAN IN METERS
GLA
SS
HE
IGH
T IN
ME
TER
S
A = 1/4 POINT LOADINGB = 1/8 POINT LOADING
I=0.589(24.52x104)S=0.456(7.47x103)
I=0.598(24.89x104)S=0.470(7.70x103)
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
26
87654321
6
13
12
8
9
7
10
11
1.0
1.0
2.0
3.0
2.0
0
A
5
4
3
2
1
0
B
87654321
6
13
12
8
9
7
10
11
1.0
1.0
2.0
3.0
2.0
0
A
5
4
3
2
1
0
B
87654321
6
13
12
8
9
7
10
11
1.0
1.0
2.0
3.0
2.0
0
A
5
4
3
2
1
0
B
87654321
6
13
12
8
9
7
10
11
1.0
1.0
2.0
3.0
2.0
0
A
5
4
3
2
1
0
B
169-018
169-015
1600 SSTMFEBRUARY, 2012
DEAD LOAD CHARTS
(1/4" INFILL)
A = 1/4 POINT LOADINGB = 1/8 POINT LOADING
(1" INFILL)
SPAN IN FEET
GLA
SS
HE
IGH
T IN
FE
ET
SPAN IN METERS
GLA
SS
HE
IGH
T IN
ME
TER
S
SPAN IN FEET
GLA
SS
HE
IGH
T IN
FE
ET
SPAN IN METERS
GLA
SS
HE
IGH
T IN
ME
TER
S
(1/4" INFILL) (1" INFILL)
SPAN IN FEET
GLA
SS
HE
IGH
T IN
FE
ET
SPAN IN METERS
GLA
SS
HE
IGH
T IN
ME
TER
S
SPAN IN FEET
GLA
SS
HE
IGH
T IN
FE
ET
SPAN IN METERS
GLA
SS
HE
IGH
T IN
ME
TER
S
A = 1/4 POINT LOADINGB = 1/8 POINT LOADING
I=0.659(27.43x104)S=0.496(8.13x103)
I=0.671(27.93x104)S=0.514(8.42x103)
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
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EC 97911-37
27
2-1/2" Typ.
3'-0
"4'
-0"
8'-0
"6'
-0"
9'-0
"
31'-3
"
5'-0"
2-1/
2"Ty
p.
1600 SSTMFEBRUARY, 2012
THERMAL CHARTS
VisionArea ExampleGlassU-factor =0.48Btu/(ft2·h·°F)
VisionArea =5(9+8+4)=105.0ft2
TotalArea(Vision) =5'2-1/2"(9'3-3/4"+8'2-1/2"+4'2-1/2")=113.2ft2
PercentageofVisionGlass =(VisionArea÷TotalArea)100 =(105.0÷113.2)100=93%SpandrelArea
ExampleSpandrelR-value =15(ft2·h·°F)/Btu
SpandrelArea =5(6+3)=45.0ft2
TotalArea(Spandrel) =5'2-1/2"(6'2-1/2"+3'3-3/4")=49.6ft2
PercentofSpandrel =(SpandrelArea÷TotalArea)100 =(49.0÷49.6)100=91%
Project Specific U-factor Example Calculation
(BasedonsinglebayofCurtainWall/WindowWall)
SPANDREL
VISION
VISION
SPANDREL
VISION
D.L.O.
D.L
.O.
D.L
.O.
D.L
.O.
D.L
.O.
D.L
.O.
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
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Inc.
, 201
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kawneer.com
EC 97911-37
28
0.5393
%0.480.460.440.420.400.380.360.340.320.300.280.260.240.220.20
0.70
0.80
0.60
0.50
0.40
0.30
0.2095 90 85 80 75 70
0.21
91%
2.00
3.00
4.00
5.00
11.0015.0019.0030.00
0.60
0.50
0.40
0.30
0.20
95 90 85 80 75 700.10
1600 SSTMFEBRUARY, 2012
THERMAL CHARTS
Vision Area Chart
Spandrel Area Chart
System U-factor vs Percent of Vision Area
COGU-factor
Spandrel R-value
System U-factor vs Percent of Spandrel Area
Vision Area / Total Area (%)
Spandrel Area / Total Area (%)
Based on a single curtain wall bay of 91% spandrel and center of spandrel R-value of 15, system U-factor is equal to 0.21 Btu/(h·ft 2·°F)
Based on a single curtain wall bay of 93% vision glass and center of glass U-factor of 0.48, System U-factor is equal to 0.53 Btu/(h·ft 2·°F)
Btu
h
·ft
2 ·°F
S
yste
m U
-fac
tor
Btu
h
·ft
2 ·°F
S
yste
m U
-fac
tor
EXAMPLE
(NOT FOR DESIGN)
EXAMPLE
(NOT FOR DESIGN)
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
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EC 97911-37
29
0.480.460.440.420.400.380.360.340.320.300.280.260.240.220.20
0.70
0.80
0.60
0.50
0.40
0.30
0.2095 90 85 80 75 70
0.75
0.65
0.55
0.45
0.35
0.25
(2.73)(2.61)(2.50)(2.39)(2.27)(2.16)(2.05)(1.93)(1.82)(1.71)(1.59)(1.48)(1.37)(1.25)(1.14)
2.00
3.00
4.00
5.00
11.00
15.00
19.00
30.00
(0.35)
(0.53)
(0.70)
(0.88)
(1.94)
(2.64)
(3.34)
(5.28)
(4.00)
(4.50)
(3.50)
(3.00)
(2.50)
(1.50)
(2.00)
0.70
0.60
0.50
0.40
0.30
0.20
95 90 85 80 75 70
0.65
0.55
0.45
0.35
0.25
(4.00)
(3.50)
(3.00)
(2.50)
(1.50)
(2.00)
0.15
0.05
0.10 (1.50)
(2.00)
0.90
0.85(5.00)
W
m 2
·°C
(
)W
m
2 ·°
C(
)
1600 SSTMFEBRUARY, 2012
THERMAL CHARTS (CAPTURED)
Note:Valuesinparenthesesaremetric. COG=CenterofGlass. ChartsaregeneratedperAAMA507.
System U-Factor for Vision Glass
COG U-factor
Vision Area / Total Area (%)
Sys
tem
U-F
acto
rSpandrel
R-Value
System U-Factors for Spandrel Glass
Spandrel Area / Total Area (%)
Btu
h
·ft
2 ·°F
Sys
tem
U-F
acto
r
Btu
h
·ft
2 ·°F
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
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EC 97911-37
30
0.90
0.85
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
75
0.90
0.85
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
0.15
0.10
0.90
0.85
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
75
0.90
0.85
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
0.15
0.10
1600 SSTMFEBRUARY, 2012
THERMAL CHARTS (CAPTURED)
System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision AreaCOG
SHGC
COG VT
System Visible Transmittance (VT) vs Percent of Vision Area
Vision Area / Total Area (%)
Vision Ares / Total Area (%)
Sys
tem
SH
GC
ChartsaregeneratedperAAMA507.
ChartsaregeneratedperAAMA507.
Sys
tem
VT
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
311600 SSTMFEBRUARY, 2012
NOTE:Forglassvaluesthatarenotlisted,linearinterpolationispermitted.
1.U-FactorsaredeterminedinaccordancewithNFRC100.2.SHGCandVTvaluesaredeterminedinaccordancewithNFRC200.3.Glasspropertiesarebasedoncenterofglassvaluesandareobtainedfromyourglasssupplier.4.OverallU-Factor,SHGC,andVTMatriciesarebasedonthestandardNFRCspecimensizeof2000mmwideby2000mmhigh(78-3/4"by78-3/4").
Thermal Transmittance 1 (BTU/hr•ft2•°F)
SHGC Matrix 2 Visible Transmittance 2
Glass U-Factor 3 Overall U-Factor 4
Glass VT 3 Overall VT 4Glass SHGC 3 Overall SHGC 4
THERMAL PERFORMANCE MATRIX (NFRC SIZE) - (CAPTURED)
0.48
0.46
0.44
0.42
0.40
0.38
0.36
0.34
0.32
0.30
0.28
0.26
0.24
0.22
0.20
0.62
0.60
0.59
0.57
0.55
0.54
0.52
0.50
0.49
0.47
0.46
0.44
0.42
0.41
0.39
0.90
0.85
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
0.90
0.85
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
0.81
0.76
0.72
0.67
0.63
0.58
0.54
0.49
0.45
0.40
0.36
0.31
0.27
0.22
0.18
0.82
0.78
0.73
0.69
0.64
0.60
0.55
0.51
0.46
0.42
0.37
0.33
0.29
0.24
0.20
Law
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© K
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, 201
2
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EC 97911-37
32
0.480.460.440.420.400.380.360.340.320.300.280.260.240.220.20
0.70
0.80
0.60
0.50
0.40
0.30
0.2095 90 85 80 75 70
0.75
0.65
0.55
0.45
0.35
0.25
(2.73)(2.61)(2.50)(2.39)(2.27)(2.16)(2.05)(1.93)(1.82)(1.71)(1.59)(1.48)(1.37)(1.25)(1.14)
2.00
3.00
4.00
5.00
11.00
15.00
19.00
30.00
(0.35)
(0.53)
(0.70)
(0.88)
(1.94)
(2.64)
(3.34)
(5.28)
(4.00)
(4.50)
(3.50)
(3.00)
(2.50)
(1.50)
(2.00)
0.70
0.60
0.50
0.40
0.30
0.20
95 90 85 80 75 70
0.65
0.55
0.45
0.35
0.25
(4.00)
(3.50)
(3.00)
(2.50)
(1.50)
(2.00)
0.15
0.05
0.10 (1.50)
(2.00)
0.90
0.85(5.00)
W
m 2
·°C
(
)W
m
2 ·°
C(
)
1600 SSTMFEBRUARY, 2012
THERMAL CHARTS (SSG)
Note:Valuesinparenthesesaremetric. COG=CenterofGlass. ChartsaregeneratedperAAMA507.
System U-Factor for Vision Glass
COG U-factor
Vision Area / Total Area (%)
Sys
tem
U-F
acto
r
Spandrel R-Value
System U-Factors for Spandrel Glass
Spandrel Area / Total Area (%)
Btu
h
·ft
2 ·°F
Sys
tem
U-F
acto
r
Btu
h
·ft
2 ·°F
Law
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and
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ety
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the
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ign
and
use
of g
laze
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entr
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, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
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l th
e se
lect
ion
of p
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confi
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, op
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, an
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uct
imp
rove
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t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
33
0.90
0.85
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
75
0.90
0.85
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
0.15
0.10
0.90
0.85
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
75
0.90
0.85
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
0.15
0.10
1600 SSTMFEBRUARY, 2012
THERMAL CHARTS (SSG)
System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision AreaCOGSHGC
COG VT
System Visible Transmittance (VT) vs Percent of Vision Area
Vision Area / Total Area (%)
Vision Ares / Total Area (%)
Sys
tem
SH
GC
ChartsaregeneratedperAAMA507.
ChartsaregeneratedperAAMA507.
Sys
tem
VT
Law
s an
d b
uild
ing
and
saf
ety
cod
es g
over
ning
the
des
ign
and
use
of g
laze
d
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duc
ts v
ary
wid
ely.
Kaw
neer
doe
s no
t co
ntro
l th
e se
lect
ion
of p
rod
uct
confi
gura
tions
, op
erat
ing
hard
war
e, o
r gl
azin
g m
ater
ials
, an
d a
ssum
es n
o re
spon
sib
ility
the
refo
r.
Kaw
neer
res
erve
s th
e rig
ht t
o ch
ange
con
figur
atio
n w
ithou
t p
rior
notic
e w
hen
dee
med
nece
ssar
y fo
r p
rod
uct
imp
rove
men
t.
© K
awne
er C
omp
any,
Inc.
, 201
2
kawneer.com
EC 97911-37
34 1600 SSTMFEBRUARY, 2012
THERMAL PERFORMANCE MATRIX (NFRC SIZE) - (SSG)
NOTE:Forglassvaluesthatarenotlisted,linearinterpolationispermitted.
1.U-FactorsaredeterminedinaccordancewithNFRC100.2.SHGCandVTvaluesaredeterminedinaccordancewithNFRC200.3.Glasspropertiesarebasedoncenterofglassvaluesandareobtainedfromyourglasssupplier.4.OverallU-Factor,SHGC,andVTMatriciesarebasedonthestandardNFRCspecimensizeof2000mmwideby2000mmhigh(78-3/4"by78-3/4").
Thermal Transmittance 1 (BTU/hr•ft2•°F)
SHGC Matrix 2 Visible Transmittance 2
Glass U-Factor 3 Overall U-Factor 4
Glass VT 3 Overall VT 4Glass SHGC 3 Overall SHGC 4
0.48
0.46
0.44
0.42
0.40
0.38
0.36
0.34
0.32
0.30
0.28
0.26
0.24
0.22
0.20
0.56
0.54
0.53
0.51
0.49
0.48
0.46
0.44
0.42
0.41
0.39
0.37
0.36
0.34
0.32
0.90
0.85
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
0.81
0.77
0.72
0.68
0.63
0.59
0.54
0.50
0.45
0.41
0.36
0.32
0.27
0.23
0.18
0.90
0.85
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
0.87
0.82
0.77
0.73
0.68
0.64
0.59
0.55
0.50
0.46
0.41
0.37
0.32
0.28
0.23