AATM3200 Thermal Sliding Doors - kawneer.comOXXO UNIT OOX UNIT OXO UNIT OX UNIT XO UNIT TYPICAL...

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1

EC 97911-214

AATM3200 Thermal Sliding Doors

ADMB080EN

SEPTEMBER, 2019FEATURES

Features• AATM3200HP (High Performance) meets:

AAMA / WDMA / CSA 101 / I.S.2 / A440-08 AW-PG135-SD• AATM3200IR (Hurricane Resistant) meets:

• ASTM E 1886/E 1996, FLORIDA BUILDING CODE (FBC) TAS 201/203• Small and Large Missile impact & cycle tested to ±135 psf (±6464 Pa)• Tested on panel sizes 5' x 8' (1,524 x 2,438) up to 4' x 10' (1,219 x 3,048)

• Water resistance up to 15 psf (718 Pa)• System depth of 6-3/4" (171.5)• Available as OX, XO, OXO and OXXO configurations, common mullion allows for additional

fixed lites to be stacked (OOXO)• Infills include 1" (25.4) and 1-5/16" (33.4)• Polyamide thermal break• Heavy duty stainless steel casters• Stainless steel track inset for sliding panels• Corrosion-resistant stainless steel locks and fasteners• PermanodicTM anodized finishes in seven choices• Painted finishes in standard and custom choices

Optional Features• Dual color finish capabilities• Factory glazed sliding panels and sub sash fixed lites• Low profile threshold

Product Applications• The AATM3200HP and AATM3200IR are high performance, hurricane resistant thermal sliding

doors for use in condominiums, hotels and apartments.

For specific product applications,consult your Kawneer representative.

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2

EC 97911-214


ADMB080EN

SEPTEMBER, 2019BLANK PAGE

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3

EC 97911-214


ADMB080EN

SEPTEMBER, 2019INDEX

TYPICAL ELEVATIONS .......................................................................4AATM3200HP (High Performance) TYPICAL DETAILS .................. 5-7GLAZING OPTIONS ............................................................................8HARDWARE OPTIONS .......................................................................9WIND LOAD CHARTS ................................................................. 10-17THERMAL CHARTS .................................................................... 18-25

Metric (SI) conversion figures are included throughout these details for reference. Numbers in parentheses ( ) are millimeters unless otherwise noted.

The following metric (SI ) units are found in these details: m – meter cm – centimeter mm – millimeter s – second Pa – pascal MPa – megapascal

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4

EC 97911-214

O X X O

3

6 10

24

1 1

42

3

6 55

O OX

3

6 9

24

1 3

4

55

O XO

3

8 6

44

3

2

1

75

1

7 6 5

42

3

X OO X

3

6 7

24

1

5


ADMB080EN

SEPTEMBER, 2019TYPICAL ELEVATIONS

OXXO UNIT

OXO UNITOOX UNIT

XO UNITOX UNIT

TYPICAL ELEVATIONSELEVATIONS ARE NUMBER KEYED TO DETAILS ON THE FOLLOWING PAGES

Note: Elevations shown with "Sub-Sash" framing in the fixed lite."Field Glazed" option creates a thinner sightline in the fixed lite, shown on page 8.

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5

EC 97911-214

6-3/4"(171.5)

4-1/

4"(1

08) 2-

3/8"

(60.

3)2-

3/8"

(60.

3)4-1/

4"(1

08)

3-1/

2"(8

8.9)


ADMB080EN

SEPTEMBER, 2019AATM3200HP (High Performance) TYPICAL DETAILS

1HEAD

AT SLIDING PANEL

2SILL

AT SLIDING PANEL

3HEAD

AT FIXED LITE

4SILL

AT FIXED LITE

AATM3200HPHIGH PERFORMANCE GLAZING

DRY GLAZED - 1" INFILL(NON-IMPACT) WITH "SUB SASH"

OPTIONAL HORIZONTALAT SLIDING PANEL

OPTIONAL HORIZONTALAT FIXED LITE

Additional information and CAD details are available at www.kawneer.com

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6

EC 97911-214

3"(76.2)

4-7/

8"(1

23.9

)

6-3/

8"(1

62)

7-1/2"(190.5)

3-1/2"(88.9)

8-3/16"(208)

6-3/

4"(1

71.5

)

3-1/2"(88.9)

6-3/

4"(1

71.5

)

4-1/4"(108)

7-11

/16"

(195

.3)

6-3/

16"

(157

.2)

5-1/2"(139.7)

3-1/2"(88.9)

2-1/4"(57.2)

4-15/16"(125.5)


ADMB080EN

SEPTEMBER, 2019AATM3200HP (High Performance) TYPICAL DETAILS



OPTIONAL STEEL

OPTIONALDEEP MULLION orDEEP HEAVY MULLION

OPTIONALHEAVY MULLIONAVAILABLE

8COMMON MULLION

OPTIONAL STEEL

OPTIONALHEAVY MULLIONAVAILABLE

9LOCK STILE MULLION

5JAMB

AT FIXED LITE

6INTERLOCKS

OPTIONAL STEEL

OPTIONALDEEP INTERLOCK orDEEP HEAVY INTERLOCK

OPTIONALHEAVY INTERLOCKAVAILABLE

7JAMB

AT SLIDING PANEL


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7

EC 97911-214

1-13

/16"

(46)

8-3/8"(213)

7"(177.8)

7"(177.8)

7"(177.8)

5/8"

(15.

9)

3/4"

(19.

1)

1-5/

8"(4

1.3)

5/8"

(15.

9)


ADMB080EN

SEPTEMBER, 2019

10STANDARD

MEETING STILES

10AMID-RANGE

MEETING STILES

10BMAXIMUM RANGEMEETING STILES

OPTIONALHEAD RECEPTOR

(EXTERIOR INSTALLED)

AATM3200HP (High Performance) TYPICAL DETAILS



OPTIONAL STEEL

OPTIONALLOW PROFILE SILL

(FIXED PANEL)

OPTIONALLOW PROFILE SILL(SLIDING PANEL)


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8

EC 97911-214

2-1/

4"(5

7.2)

2-1/

4"(5

7.2)


ADMB080EN

SEPTEMBER, 2019GLAZING OPTIONS

DRY GLAZED - 1-5/16" INFILL WET GLAZED - 1-5/16" INFILL

AATM3200HP and AATM3200IROPTIONAL "FIELD GLAZED" FIXED LITE

AATM3200HPDRY GLAZED - 1" INFILL

AATM3200IRDRY GLAZED - 1-5/16" INFILL

AATM3200IRWET GLAZED - 1-5/16" INFILL

AATM3200IRHURRICANE RESISTANT GLAZING


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EC 97911-214


ADMB080EN

SEPTEMBER, 2019HARDWARE OPTIONS

STANDARD EXTERIOR PULLS STANDARD INTERIOR PULLS

Signature Coastal Pull * (Required ≤ 4 miles from coast)

Signature Coastal Pull *(Required ≤ 4 miles from coast)

"D" Pull - Blank "D" Pull with Lever

Finger Pull - Blank Finger Pull with Cylinder LOCKING OPTIONSOPTIONAL EXTERIOR PULLS

1 Point Lock

"D" Pull - Blank "D" Pull with Cylinder 2 Point Lock

STANDARD CASTER

Note:Hookbolt lock standard with OXXO units. Optional for other configurations.

Stainless Steel Caster MS Hookbolt Lock

HARDWARE FINISHES BUMPERSATIN BLACK - Powder Coat Paint

SATIN WHITE - Powder Coat Paint

SILVER GRAY - Liquid Paint

* PVD SATIN NICKEL - Plated(* Signature Pull only) Stainless Steel Bumper

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EC 97911-214


ADMB080EN

SEPTEMBER, 2019

WIND LOAD CHARTSMullions are designed for deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable wind load stress for ALUMINUM 15,152 psi (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 CHARTS

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EC 97911-214

1.0 2.0

6.0

5.0

4.0

16

15

3.0

2.0

20

19

18

17

14

13

12

11

6

5

10

9

8

7

40 1 2 3 4 5 6 7 8

A

BCDE

1.0 2.0

6.0

5.0

4.0

16

15

3.0

2.0

20

19

18

17

14

13

12

11

6

5

10

9

8

7

40 1 2 3 4 5 6 7 8

A

BCDE

1.0 2.0

6.0

5.0

4.0

16

15

3.0

2.0

20

19

18

17

14

13

12

11

6

5

10

9

8

7

40 1 2 3 4 5 6 7 8

A

BCDE

1.0 2.0

6.0

5.0

4.0

16

15

3.0

2.0

20

19

18

17

14

13

12

11

6

5

10

9

8

7

40 1 2 3 4 5 6 7 8

A

BCDE


ADMB080EN

SEPTEMBER, 2019WIND LOAD CHARTS

MULLION CENTERS IN METERS

MULLION CENTERS IN FEET

MU

LLIO

N H

EIG

HT

IN F

EET

MU

LLIO

N H

EIG

HT

IN M

ETER

S



MU

LLIO

N H

EIG

HT

IN F

EET

MU

LLIO

N H

EIG

HT

IN M

ETER

S


MULLION CENTERS IN FEETM

ULL

ION

HEI

GH

T IN

FEE

T

MU

LLIO

N H

EIG

HT

IN M

ETER

S



MU

LLIO

N H

EIG

HT

IN F

EET

MU

LLIO

N H

EIG

HT

IN M

ETER

S

WITHOUT HORIZONTALS WITH STEEL REINFORCINGWITHOUT HORIZONTALS


594010 STANDARDINTERLOCK MULLION

IA = 3.689SA = 1.822

594485 STEELIS = 0.573SS = 0.611

594011 HEAVY WEIGHTINTERLOCK MULLION

IA = 5.164SA = 2.375

594485 STEELIS = 0.573SS = 0.611

Allowable Stress Design Load

LRFD Ultimate Design Load

A = 80 PSF (3830) 133 PSF (6380)B = 100 PSF (4790) 167 PSF (7980)C = 120 PSF (5750) 200 PSF (9580)D = 135 PSF (6460) 225 PSF (10770)E = 150 PSF (7180) 250 PSF (11970)

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EC 97911-214

1.0 2.0

6.0

5.0

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16

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3.0

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20

19

18

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14

13

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1.0 2.0

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20

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A

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1.0 2.0

6.0

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16

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3.0

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20

19

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14

13

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11

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40 1 2 3 4 5 6 7 8

A

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C

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1.0 2.0

6.0

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3.0

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20

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ADMB080EN

SEPTEMBER, 2019



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594016 DEEPINTERLOCK MULLION

IA = 9.275SA = 3.347

594481 STEELIS = 2.420SS = 1.434

594017 DEEP HEAVY WEIGHTINTERLOCK MULLION

IA = 11.550SA = 3.891

594481 STEELIS = 2.420SS = 1.434

WIND LOAD CHARTSAllowable Stress

Design LoadLRFD Ultimate Design Load


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EC 97911-214

1.0 2.0

6.0

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3.0

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20

19

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13

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A

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1.0 2.0

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16

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3.0

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20

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A

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CDE

1.0 2.0

6.0

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3.0

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20

19

18

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13

12

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6

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A

BCDE

1.0 2.0

6.0

5.0

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16

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20

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ADMB080EN

SEPTEMBER, 2019



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594012 STANDARDCOMMON MULLION

IA = 3.945SA = 1.738

594486 STEELIS = 0.976SS = 0.486

594013 HEAVY WEIGHTCOMMON MULLION

IA = 4.964SA = 2.105

594486 STEELIS = 0.976SS = 0.486




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EC 97911-214

1.0 2.0

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16

15

3.0

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20

19

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17

14

13

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6

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20

19

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6

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9

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40 1 2 3 4 5 6 7 8

A

B

CDE

1.0 2.0

6.0

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16

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3.0

2.0

20

19

18

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14

13

12

11

6

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40 1 2 3 4 5 6 7 8

A

B

CDE

1.0 2.0

6.0

5.0

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16

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3.0

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20

19

18

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14

13

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A

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C

DE


ADMB080EN

SEPTEMBER, 2019



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594018 DEEPCOMMON MULLION

IA = 8.969SA = 2.997

594482 STEELIS = 2.138SS = 0.821

594019 DEEP HEAVY WEIGHTCOMMON MULLION

IA = 11.537SA = 3.625

594482 STEELIS = 2.138SS = 0.821




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EC 97911-214

1.0 2.0

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5.0

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16

15

3.0

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20

19

18

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14

13

12

11

6

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A

BCDE

1.0 2.0

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16

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3.0

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20

19

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14

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6

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40 1 2 3 4 5 6 7 8

A

B

CDE

1.0 2.0

6.0

5.0

4.0

16

15

3.0

2.0

20

19

18

17

14

13

12

11

6

5

10

9

8

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40 1 2 3 4 5 6 7 8

A

B

CDE

1.0 2.0

6.0

5.0

4.0

16

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3.0

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20

19

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13

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11

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ADMB080EN

SEPTEMBER, 2019



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594014 STANDARDLOCK MULLION

IA = 7.743SA = 2.422

594482 STEELIS = 2.138SS = 0.821

594015 HEAVY WEIGHTLOCK MULLION

IA = 11.469SA = 3.310

594482 STEELIS = 2.138SS = 0.821




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16

EC 97911-214

1.0 2.0

6.0

5.0

4.0

16

15

3.0

2.0

20

19

18

17

14

13

12

11

6

5

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40 1 2 3 4 5 6 7 8

ABCDE

1.0 2.0

6.0

5.0

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16

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3.0

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20

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ABCDE


ADMB080EN

SEPTEMBER, 2019WIND LOAD CHARTS



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WITHOUT HORIZONTALS

WITHOUT HORIZONTALS

594128/594129 LIGHT WEIGHTMEETING STILES

594124/594125 MID WEIGHTMEETING STILES

NOTE:WIND LOAD CHARTS ARE BASED ON COMPOSITE PROPERTIES WHICH ARE CALCULATED IN ACCORDANCE WITH AAMA TIR-8 AND AAMA 505

NOTE:WIND LOAD CHARTS ARE BASED ON COMPOSITE PROPERTIES WHICH ARE CALCULATED IN ACCORDANCE WITH AAMA TIR-8 AND AAMA 505

Allowable Stress Design Load

LRFD Ultimate Design Load


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EC 97911-214

1.0 2.0

6.0

5.0

4.0

16

15

3.0

2.0

20

19

18

17

14

13

12

11

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A

B

CDE

1.0 2.0

6.0

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A

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CD

E


ADMB080EN

SEPTEMBER, 2019



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594126/594127 DEEP HEAVY WEIGHTMEETING STILES

IA = 11.626SA = 4.169

STEEL REINFORCINGIS = 1.707SS = 0.939

WITH STEEL REINFORCINGWITHOUT HORIZONTALS

WITH STEEL REINFORCINGWITH HORIZONTALS




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18

EC 97911-214

7'-0

"4-

1/4"

4-1/

4"

10' 10-3/16"

5-1/2"4-1/4"

8-3/16"3'-0" 3'-0" 3'-0"4-1/4"

O OX

7'-0

"4-

1/4"

4-1/

4"


ADMB080EN

SEPTEMBER, 2019THERMAL CHARTS

Project Specific U-FactorExample Calculation

(Based on OXO Sliding Door Unit)

Vision Area

Example Glass U-Factor = 0.42 Btu/(ft2·h·°F)

Total Daylight (Vision) Area = 3(3' x 7') = 63 ft2

Projected Total Area = 7.71' x 10.85' = 83.65 ft2

Percent of Vision Glass = (Total Daylight Area ÷ Projected Total Area)100 = (63 ÷ 83.65)100 = 75%

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19

EC 97911-214

0.55

0.70

0.80

0.60

0.50

0.40

0.30

0.2090 85 80% 75 70 65

0.75

0.65

0.45

0.35

0.25

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)

(4.00)

(4.50)

(3.50)

(3.00)

(2.50)

(1.50)

(2.00)

0.90

0.85(5.00)


ADMB080EN

SEPTEMBER, 2019

System U-Factor vs Percent of Vision Area

Vision Area / Total Area (%)

Based on a OXO Unit of 75% vision glass and center of glass U-Factorof 0.42, system U-Factor is equal to 0.55 Btu/(h·ft2·°F)

COGU-factor

EXAMPLE

(NOT FOR DESIGN)

Wm

2 ·°C

Syst

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-fact

or(

)

Btu

h·ft2 ·°

F

THERMAL CHARTS

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ADMB080EN




COGU-factor

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ADMB080EN

SEPTEMBER, 2019

System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision Area

COGSHGC


Syst

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System Visible Transmittance (VT) vs Percent of Vision Area

COGVT


Syst

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OX UNIT "SUB SASH"

THERMAL CHARTS

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ADMB080EN

SEPTEMBER, 2019THERMAL PERFORMANCE MATRIX (NFRC SIZE)

Thermal Transmittance 1 (BTU/hr • ft 2 • °F)Glass U-Factor 3 Overall U-Factor 4

0.48 0.620.46 0.610.44 0.590.42 0.580.40 0.570.38 0.550.36 0.540.34 0.530.32 0.510.30 0.500.28 0.490.26 0.470.24 0.460.22 0.450.20 0.43

OX UNIT "SUB SASH"

SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.75 0.550.70 0.520.65 0.480.60 0.450.55 0.410.50 0.370.45 0.340.40 0.300.35 0.270.30 0.230.25 0.190.20 0.160.15 0.120.10 0.090.05 0.05

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.75 0.540.70 0.500.65 0.470.60 0.430.55 0.400.50 0.360.45 0.320.40 0.290.35 0.250.30 0.220.25 0.180.20 0.140.15 0.110.10 0.070.05 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").

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EC 97911-214


ADMB080EN




COGU-factor

Btu

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F

OX UNIT "FIELD GLAZED"

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EC 97911-214


ADMB080EN

SEPTEMBER, 2019


System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision Area

COGSHGC


Syst

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System Visible Transmittance (VT) vs Percent of Vision AreaCOG

VT


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THERMAL CHARTS

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EC 97911-214


ADMB080EN

SEPTEMBER, 2019

Thermal Transmittance 1 (BTU/hr • ft 2 • °F)Glass U-Factor 3 Overall U-Factor 4

0.48 0.610.46 0.590.44 0.580.42 0.560.40 0.550.38 0.530.36 0.520.34 0.510.32 0.490.30 0.480.28 0.460.26 0.450.24 0.430.22 0.420.20 0.40

THERMAL PERFORMANCE MATRIX (NFRC SIZE)


SHGC Matrix 2

Glass SHGC 3 Overall SHGC 4

0.75 0.600.70 0.560.65 0.560.60 0.480.55 0.440.50 0.400.45 0.370.40 0.330.35 0.290.30 0.250.25 0.210.20 0.170.15 0.130.10 0.090.05 0.05

Visible Transmittance 2

Glass VT 3 Overall VT 4

0.75 0.590.70 0.550.65 0.510.60 0.470.55 0.430.50 0.390.45 0.350.40 0.310.35 0.270.30 0.240.25 0.200.20 0.160.15 0.120.10 0.080.05 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").

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ADMB080EN

SEPTEMBER, 2019BLANK PAGE

AATM3200 Thermal Sliding Doors - kawneer.comOXXO UNIT OOX UNIT OXO UNIT OX UNIT XO UNIT TYPICAL...

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Transcript of AATM3200 Thermal Sliding Doors - kawneer.comOXXO UNIT OOX UNIT OXO UNIT OX UNIT XO UNIT TYPICAL...