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EC 97911-053

ADMD060

1600 SSDECEMBER, 2013

FEATURES

For specific product applications,Consult your Kawneer representative.

Features

• 1600SS isanoutsideglazedcapturedorSSGcurtainwallsystem

• 1600SShas2-1/2"(63.5)sightlines

• Standard6"(152.4)or7-1/2"(190.5)depthsystems

• Infilloptionsupto1-1/8"(28.6)

• Apre-glazedoption,1600SS(Preglazed),isalsoavailable

• Perimetersealcanbeinstalledatthepressureplateormullionshoulder

• 1600SS canbesuppliedfabricatedandKDorinstocklengths

• Interlockingmulliondesigneliminatesneedforanti-bucklingclips

• Concealedfastenerjoinerycreatessmooth,monolithicappearance

• EPDMgasketsandthermalbreak

• Screwsplinejoinerymethodallowsshopassemblyofladdersections,reducingfieldlabor

• Cornersavailablewithshearblockfabricationmethod

• Offersintegratedentranceframingsystems

• Siliconecompatibleglazingmaterialsforlong-lastingseals

• Twocoloroption

• PermanodicTManodizedfinishesinsevenchoices

• Paintedfinishesinstandardandcustomchoices

Optional Features

• Capturedsystemthermalseparatorcanbepre-installedintopressureplate

• CapturedandSSGsystemsintegratewithconcealedGLASSventTMforcurtainwall

• CapturedsystemIntegrateswithstandardKawneerwindows

• Deepandbullnosecoversavailable

• IntegrateswithVersoleilTMSunshadeOutriggerSystemandHorizontalorVerticalSingle

BladeSystem

• Profit$MakerTMplusdiesetsavailable

Product Applications

• Idealforlowtomid-riseapplicationswherehighperformanceisdesired

• Mostoftheproductassemblycanbedoneintheshopratherthanthefield.

Thisallowsforbetterqualitycontrolandreducesexpensivefieldlabor.

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1600 SS DECEMBER, 2013

BLANK PAGE

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EC 97911-053

ADMD060

1600 SSDECEMBER, 2013

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-MostextrusionandwindowtypesillustratedinthiscatalogarestandardproductsforKawneer.Theseconceptshavebeenexpandedandmodifiedtoaffordyoudesignfreedom.Somemiscellaneousdetailsarenon-standardandareintendedtodemonstratehowthesystemcanbemodifiedtoexpanddesignflexibility.PleasecontactyourKawneerrepresentativeforfurtherassistance.

INDEX

PICTORIAL VIEW ............................................................................... 5

FRAMING DETAILS ......................................................................... 6,7

ENTRANCE DETAILS ..................................................................... 8,9

1600 SS (PREGLAZED) FRAMING DETAILS ................................. 10

FRAMING DETAILS (RTS) .......................................................... 11,12

ENTRANCE DETAILS (RTS) ............................................................ 13

CORNER DETAILS ...................................................................... 14,15

GLASSventTM FOR CURTAIN WALL / WINDOWS ........................... 16

BACK PAN DETAILS ........................................................................ 17

ANCHORING ............................................................................... 18,19

WIND LOAD / DEAD LOAD CHARTS ......................................... 20-25

THERMAL CHARTS ................................................................... 26-33

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BLANK PAGE

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1600 SSDECEMBER, 2013

PICTORIAL VIEW

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EC 97911-053

ADMD060

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 SS DECEMBER, 2013

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

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EC 97911-053

ADMD060

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 SSDECEMBER, 2013

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)

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EC 97911-053

ADMD060

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 SS DECEMBER, 2013

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

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EC 97911-053

ADMD060

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 SSDECEMBER, 2013

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

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EC 97911-053

ADMD060

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 SS DECEMBER, 2013

SCALE 3" = 1'-0"

UNIT WALL ELEVATIONELEVATION 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

1600 SS FRAMING DETAILS

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EC 97911-053

ADMD060

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)

1A1

2

3

4

55A

2A

4A

3"(7

6.2)

3"(7

6.2)

1600 SSDECEMBER, 2013

SCALE 3" = 1'-0"

(RTS) CAPTURED MULLION ELEVATIONELEVATION IS NUMBER KEYED TO DETAILS

FRAMING DETAILS (RTS)

(RTS) - Reversed Thermal Separator

HEADHEAD

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"

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imp

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men

t.

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awne

er C

omp

any,

Inc.

, 201

3

kawneer.com

12

EC 97911-053

ADMD060

2-1/2"(63.5)

1/2"(12.7)

6"(1

52.4

) 7-1/

2"(1

90.5

)

6

7

8

9

1600 SS DECEMBER, 2013

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

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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

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t co

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l th

e se

lect

ion

of p

rod

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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

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the

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Kaw

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res

erve

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e rig

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figur

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imp

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men

t.

© K

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er C

omp

any,

Inc.

, 201

3

kawneer.com

13

EC 97911-053

ADMD060

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 SSDECEMBER, 2013

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

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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

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ely.

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e se

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of p

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tions

, op

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ials

, an

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© K

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omp

any,

Inc.

, 201

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kawneer.com

14

EC 97911-053

ADMD060

1600 SS DECEMBER, 2013

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

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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

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con

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atio

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rior

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imp

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men

t.

© K

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er C

omp

any,

Inc.

, 201

3

kawneer.com

15

EC 97911-053

ADMD060

1600 SSDECEMBER, 2013

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

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con

figur

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n w

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rior

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dee

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ssar

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imp

rove

men

t.

© K

awne

er C

omp

any,

Inc.

, 201

3

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16

EC 97911-053

ADMD060

1600 SS DECEMBER, 2013

GLASSventTM FOR CURTAIN WALL

8225TL IsoLockTM 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

GLASSventTM FOR CURTAIN WALL / 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

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Kaw

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t co

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l th

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lect

ion

of p

rod

uct

confi

gura

tions

, op

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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

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s th

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con

figur

atio

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rior

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hen

dee

med

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ssar

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imp

rove

men

t.

© K

awne

er C

omp

any,

Inc.

, 201

3

kawneer.com

17

EC 97911-053

ADMD060

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 SSDECEMBER, 2013

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

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

e w

hen

dee

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nece

ssar

y fo

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uct

imp

rove

men

t.

© K

awne

er C

omp

any,

Inc.

, 201

3

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18

EC 97911-053

ADMD060

1" (25.4)

1" (25.4)

1600 SS DECEMBER, 2013

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

y fo

r p

rod

uct

imp

rove

men

t.

© K

awne

er C

omp

any,

Inc.

, 201

3

kawneer.com

19

EC 97911-053

ADMD060

1" (25.4)

1" (25.4)

1600 SSDECEMBER, 2013

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

ht t

o ch

ange

con

figur

atio

n w

ithou

t p

rior

notic

e w

hen

dee

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nece

ssar

y fo

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imp

rove

men

t.

© K

awne

er C

omp

any,

Inc.

, 201

3

kawneer.com

20

EC 97911-053

ADMD060

1600 SS DECEMBER, 2013

WIND LOAD CHARTS

MullionsaredesignedfordeflectionlimitationsinaccordancewithAAMATIR-A11ofL/175upto13'-6"andL/240+1/4"above13'-6".ThesecurvesareformullionsWITHHORIZONTALSandarebasedonengineeringcalculationsforstressanddeflection.AllowablewindloadstressforALUMINUM15,152psi(104MPa),STEEL30,000psi(207MPa.).Chartedcurves,inallcasesareforthelimitingvalue.IfthedesignwindloadisdeterminedthroughtheanalyticalproceduresofASCE/SEI7-10orearliereditions,theloadshallbebasedonthenominalloadsusedinallowablestressdesign.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

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

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ssar

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imp

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men

t.

© K

awne

er C

omp

any,

Inc.

, 201

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kawneer.com

21

EC 97911-053

ADMD060

169001 169002

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

169003 169004

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 SSDECEMBER, 2013

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

3

kawneer.com

22

EC 97911-053

ADMD060

169005 169006

169007 169008

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 SS DECEMBER, 2013

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

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confi

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23

EC 97911-053

ADMD060

0

1

2

3

4

5

A

0

2.0

3.0

2.0

1.0

1.0

11

10

7

9

8

B

12

13

6

1 2 3 4 5 6 7 8 0

1

2

3

4

5

A

0

2.0

3.0

2.0

1.0

1.0

11

10

7

9

8

B 12

13

6

1 2 3 4 5 6 7 8

0

1

2

3

4

5

A

0

2.0

3.0

2.0

1.0

1.0

11

10

7

9

8

B

12

13

6

1 2 3 4 5 6 7 8 0

1

2

3

4

5

A

0

2.0

3.0

2.0

1.0

1.0

11

10

7

9

8

12

13

6

1 2 3 4 5 6 7 8

169014

169017

1600 SSDECEMBER, 2013

(1/4" INFILL)

A = 1/4 POINT LOADING B = 1/8 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 B = 1/8 POINT LOADING

I=1.620(67.43x104)S=1.296(21.24x103)

I=2.052(85.41x104)S=1.642(26.91x103)

Law

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© K

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24

EC 97911-053

ADMD060

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

169016

169019

1600 SS DECEMBER, 2013

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

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uild

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EC 97911-053

ADMD060

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

169018

169015

1600 SSDECEMBER, 2013

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

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© K

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EC 97911-053

ADMD060

2-1/2" Typ.

3'-0

"4'

-0"

8'-0

"6'

-0"

9'-0

"

31'-3

"

5'-0"

2-1/

2"Ty

p.

1600 SS DECEMBER, 2013

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.

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© K

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EC 97911-053

ADMD060

0.53

93%

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 SSDECEMBER, 2013

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)

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© K

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EC 97911-053

ADMD060

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 SS DECEMBER, 2013

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

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

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EC 97911-053

ADMD060

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 SSDECEMBER, 2013

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

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© K

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EC 97911-053

ADMD060

1600 SS DECEMBER, 2013

NOTE:Forglassvaluesthatarenotlisted,linearinterpolationispermitted.

1.U-FactorsaredeterminedinaccordancewithNFRC100.2.SHGCandVTvaluesaredeterminedinaccordancewithNFRC200.3.Glasspropertiesarebasedoncenterofglassvaluesandareobtainedfromyourglasssupplier.4.OverallU-Factor,SHGC,andVTMatriciesarebasedonthestandardNFRCspecimensizeof2000mmwideby2000mmhigh(78-3/4"by78-3/4").

THERMAL PERFORMANCE MATRIX (NFRC SIZE) - (CAPTURED)

Thermal Transmittance 1 (BTU/hr•ft2•°F)

Glass U-Factor 3 Overall U-Factor 4

0.48 0.62

0.46 0.60

0.44 0.59

0.42 0.57

0.40 0.55

0.38 0.54

0.36 0.52

0.34 0.50

0.32 0.49

0.30 0.47

0.28 0.46

0.26 0.44

0.24 0.42

0.22 0.41

0.20 0.39

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.90 0.82

0.85 0.78

0.80 0.73

0.75 0.69

0.70 0.64

0.65 0.60

0.60 0.55

0.55 0.51

0.50 0.46

0.45 0.42

0.40 0.37

0.35 0.33

0.30 0.29

0.25 0.24

0.20 0.20

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.90 0.81

0.85 0.76

0.80 0.72

0.75 0.67

0.70 0.63

0.65 0.58

0.60 0.54

0.55 0.49

0.50 0.45

0.45 0.40

0.40 0.36

0.35 0.31

0.30 0.27

0.25 0.22

0.20 0.18

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© K

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EC 97911-053

ADMD060

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 SSDECEMBER, 2013

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

rSpandrel

R-Value

System U-Factors for Spandrel Glass

Spandrel Area / Total Area (%)

Btu

h

·ft

2 ·°F

Sys

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U-F

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Btu

h

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2 ·°F

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© K

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, 201

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32

EC 97911-053

ADMD060

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 SS DECEMBER, 2013

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

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© K

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omp

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Inc.

, 201

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33

EC 97911-053

ADMD060

1600 SSDECEMBER, 2013

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)

Glass U-Factor 3 Overall U-Factor 4

0.48 0.56

0.46 0.54

0.44 0.53

0.42 0.51

0.40 0.49

0.38 0.48

0.36 0.46

0.34 0.44

0.32 0.42

0.30 0.41

0.28 0.39

0.26 0.37

0.24 0.36

0.22 0.34

0.20 0.32

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.90 0.87

0.85 0.82

0.80 0.77

0.75 0.73

0.70 0.68

0.65 0.64

0.60 0.59

0.55 0.55

0.50 0.50

0.45 0.46

0.40 0.41

0.35 0.37

0.30 0.32

0.25 0.28

0.20 0.23

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.90 0.81

0.85 0.77

0.80 0.72

0.75 0.68

0.70 0.63

0.65 0.59

0.60 0.54

0.55 0.50

0.50 0.45

0.45 0.41

0.40 0.36

0.35 0.32

0.30 0.27

0.25 0.23

0.20 0.18

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© K

awne

er C

omp

any,

Inc.

, 201

3

kawneer.com

34

EC 97911-053

ADMD060

1600 SS DECEMBER, 2013

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