36E77619R0036-0003007.pdf

This submittal package is to assist in the specification and selection of YKK AP products. Basic product descriptions and technical data are included. For further information or technical assistance, please contact your local YKK AP representative.

Submittal Package

Entrances | Storefronts | Window Walls | Curtain Walls | Balcony Doors | Sun Controls visit our website at ykkap.com

Submitted to:

YKK AP America’s manufacturing facility located in Dublin, Georgia and has achieved ISO 14001 certification as a means to measure and continually improve environmental performance.

Project:

Submitted by:

YKK AP products Included:

VA Outpatient Mental Health Building Sioux Falls

Heartland Glass Company Timothy Bronsteader

June 27, 2019

YHC 300 OG, YFW 400 TUH

YHC 300 OG

YHC 300 OG

Impact Resistant and Blast Mitigating, Outside Glazed Curtain Wall

Protection for Every Application

Product Options & Features

The YHC 300 OG is a high performance curtain wall system designed and tested to provide innovative impact and blast solutions for a wide range of applications and design pressures from 45 PSF all the way to 130 PSF. The 3” face dimension ensures recommended glass clearances are maintained. Dry glazing options (for all design pressure ranges) slash installation time for quicker building dry-in.

This data sheet also shows the PSF differences for each variation of the YHC 300 OG.

n Fully tested to ASTM 1886 / 1996 and TAS 201-203 standards n Florida Product Approvals for large and small missile including HVHZ and Level E Protection n Mullion options provide the most cost effective solutions across all pressures and designs n 15/16” glass bites maintain GANA guidelines of 1/4” clearance to reduce glass breakage

https://www.ykkap.com/commercial/performance-product-lines/protek/ https://www.ykkap.com/commercial/performance-product-lines/protek/ https://www.ykkap.com/commercial https://www.ykkap.com/commercial/product/curtain-walls/yhc-300-og/

©2018 YKK AP America Inc. is a subsidiary of YKK Corporation of America.

270 Riverside Pkwy, Suite 100, Austell, GA 30168 Tel: 678-838-6000

SYSTEM SPECIFICATIONS YHC 300 OG

04-5014-03

System Sightline

Base Depth

Glazing & Config Glass Air

Infiltration Water

Infiltration Thermal

Performance Acoustical

Performance

3” 7-1/16” Outside

Front Set

9/16” Monolithic or 1-5/16” IGU with Low-E (C.O.G.

U-factor: 0.29)

0.06 CFM/FT²

(1.10 m³/h·m²)

Static: 20 PSF (958 Pa) Dynamic: 20 PSF (958 Pa)

U-factor: 0.42 BTU/HR•FT²•ºF* CRF: Minimum of 72 on frame**

Lam STC: 37 Lam OITC: 32

Testing Standards ASTM E 283 ASTM E 331 & AAMA 501 * NFRC 102 & ** AAMA 1503 ASTM E 90 & 1425

Product Approvals Missile Level A, D, E, Wind Zone 3 & HVHZ, ICC Florida Building Code, TDI Compliant

Available Finishes Factory Anodized (AAMA 612) and Organic Paints (AAMA 2605)

Additional information including CAD details, CSI specifications, Test Reports and Installation instructions are available online at:

www.ykkap.com/commercial/product/curtain-walls/yhc-300-og/ n ICC Compliant and FBC Statewide approvals – HVHZ (High Velocity Hurricane Zone) n Large Missile Level E – Essential Facilities n Large Missile Level D & Small Missile Level A n “Low Hazard” per ASTM F 1642 Test @ 6 psi / 41 psi–ms Dry Glazing option shown. Visit www.ykkap.com for glazing options and CSI Specs by performance and glazing type.

HURRICANE & BLAST PROTECTION

Low Pressure

45-55 PSF

Standard Pressure

65-90 PSF

High Pressure

90-130 PSF

Vertical

Vertical

Horizontal

Horizontal

7-11/16” [195.6mm]

10-1/2” [266.7mm]

5-5/8” [142.9mm]

Horizontal

Optional Steel Reinforcement

Optional Steel Reinforcement

Optional Shallow

45-55 PSF OPTION

65-90 PSF OPTION

90-130 PSF OPTION

3” [76.2mm]

Vertical

1/4” Minimum Glass Clearance

Typical

Vertical

Vertical

Horizontal

Horizontal

7-11/16” [195.6mm]

10-1/2” [266.7mm]

5-5/8” [142.9mm]

Horizontal

Optional Steel Reinforcement

Optional Steel Reinforcement

Optional Shallow

45-55 PSF OPTION

65-90 PSF OPTION

90-130 PSF OPTION

3” [76.2mm]

Vertical

1/4” Minimum Glass Clearance

Typical https://www.ykkap.com/commercial/product/curtain-walls/yhc-300-og/

YHC 300 OG Curtain Wall System

Page-3Effective Date: August 16, 2018 | 04-1009-07

WEEP

HOLE

RETAINER

BOLT

HORIZONTAL

SHEAR BLOCK

MULLIONPRESSURE PLATE

GASKET

JOINT

PLUG

PRESSURE

PLATE

FACE

COVER

YHC 300 OG OUTSIDE GLAZED

HURRICANE RESISTANT CURTAIN WALL SYSTEM

Page-4 04-1009-07 | Effective Date: August 16, 2018

SILICONE

COVER

SPLICE

BOND

BREAKER

TAPE &

SILICONE

MULLION

SPLICE

SLEEVE

BOND BREAKER

TAPE & SILICONE

TYPICAL SPLICE CONDITION

Page-5Effective Date: August 16, 2018 | 04-1009-07

MULLION END

“J” ANCHOR

(Use at Sill Only)

MULLION END “J” ANCHOR

Page-6 04-1009-07 | Effective Date: August 16, 2018

MULLION END

“T” ANCHOR

(Use at Head or Sill)

E1-3006

ANCHOR

SLEEVE

MULLION END “T” ANCHOR

Page-7Effective Date: August 16, 2018 | 04-1009-07

FOR DESIGN PRESSURES OF 45-55 PSF

OPTIONAL 1” GLAZING

(For Non-Impact Conditions)

E2-0380

MULLION

3, 3A

2B

2A

2C

5-

/1 6”

[1

.5 m m

SECTION 1

SECTION 2 SECTION 2A

HEAD w/ “T” or “F” Anchor

SECTION 3

SECTION 4

SILL w/ “T” or “F” Anchor

SECTION 3A

SECTION 5

SILL w/ “T” or “F” Anchor

SECTION 2B

HORIZONTAL (One-Piece)

Mono. Gl. over Insul. Gl. Mono. Gl. over Insul. Gl.

Insul. Gl. over Insul. Gl.

Insul. Gl. over Insul. Gl.

SECTION 2C

HORIZONTAL (Two-Piece)

E 9-

E 9-

E 9-

E 9-

E 9-

E 9-

E 9-

E9-8169

E9-8169

E9-8169E9-8169

E9-3126 E9-3126

E9-8169

YHC 300 OG Shallow Framing Members for Insulating Glazing

Page-8 04-1009-07 | Effective Date: August 16, 2018

FOR DESIGN PRESSURES OF 45-55 PSF

YHC 300 OG Shallow Framing Members for Insulating Glazing

E9-8169

TYPICAL WINDLOAD ANCHOR

E9-3126

SCALE: 1/4 SIZE

0 3 6

SECTION 6

SECTION 7

90° OUTSIDE CORNER

SINGLE GLAZING

E 9-

E9-3161

E9-3126

E 9-

Page-9Effective Date: August 16, 2018 | 04-1009-07

YHC 300 OG Framing Members for Single Glazing

FOR DESIGN PRESSURES OF 45-55 PSF

SCALE: 1/4 SIZE

0 3 6

SECTION 11

JAMB SECTION 12

MULLION

8A

11 12

10A10

22A

9A 12A

SECTION 8

HEAD w/ “F” Anchor

SECTION 8A

HEAD w/ “T” Anchor

SECTION 9A

HORIZONTAL (Two-Piece)

SECTION 10A

SILL w/ “T” Anchor

SECTION 9

HORIZONTAL (One Piece)

SECTION 10

SILL w/ “J” Anchor

E9-8167

E9-3107

E9-3161

E 9-

3” [76.2mm]

6-

/1 6”

[1

.4 m m

AS-3173

9B

E 9-

E9-8169

E9-3107 E9-3107

SECTION 9C

OPTIONAL HORIZONTAL

(Two-Piece)

E9-3161

9C

OPTIONAL 1/4” GLAZING

(For Non-Impact Conditions)

SECTION 12A

MULLION @ SPLICE

AS-3173AS-3173

AS-3179

E 9-

E 9-

E9-3162AS-3179

E 9-

E9-3162

E 9-

E 9-

E9-3162 E

9-

E9-3162

E9-3105

E9-3162

SECTION 9B

OPTIONAL HORIZONTAL

(One Piece)

E9-3106

E2-0380

Page-10 04-1009-07 | Effective Date: August 16, 2018

FOR DESIGN PRESSURES OF 45-55 PSF

YHC 300 OG Framing Members for Single Glazing

E9-8167 E9-3106

TYPICAL DEADLOAD ANCHOR

TYPICAL WINDLOAD ANCHOR

SECTION 13

SECTION 14

SCALE: 1/4 SIZE

0 3 6

E9-3107

E9-3107

E9-8167 E9-3106

Page-11Effective Date: August 16, 2018 | 04-1009-07

YHC 300 OG Framing Members for Insulating Glazing

FOR DESIGN PRESSURES OF 45-55 PSF

OPTIONAL 1” GLAZING

(For Non-Impact Conditions)

E2-0380

SECTION 15 SECTION 15A

23A 18A

17A

15A

16A16

SECTION 16 SECTION 16A

SECTION 17

SECTION 18

SECTION 19

SECTION 19A

SECTION 17A

MULLION

MULLION

2 2A 19A

Page-12 04-1009-07 | Effective Date: August 16, 2018

FOR DESIGN PRESSURES OF 45-55 PSF

E9-8169 E9-3102

TYPICAL DEADLOAD ANCHOR

TYPICAL WINDLOAD ANCHOR

SECTION 20

E9-3111

E9-3111

SCALE: 1/4 SIZE

0 3 6

E9-8169

SECTION 21

E9-3102

YHC 300 OG Framing Members for Insulating Glazing

Page-13Effective Date: August 16, 2018 | 04-1009-07

SCALE: 1/4 SIZE

0 3 6

90° OUTSIDE CORNER

SINGLE GLAZING 90° OUTSIDE CORNER

90° OUTSIDE CORNER

SINGLE GLAZING

SECTION 22 SECTION 23

*SECTION 22A

*SECTION 23A

90° OUTSIDE CORNER

INSULATING GLAZING

E9-3107 E9-3111

E9-3107

E9-9303 E9-9303

E9-3161 E9-3161

E 9-

E 9-

E9-3

E9-1

E9-3

STANDARD 90° CORNERS

OPTIONAL 90° CORNER

E9-3174

E9-3174

E9-3145

E9-3

E9-3

E9-1

E9-3176

E9-3146

AS-3177

AS-3175

E9-3111

AS-3172AS-3173

*SECTION 22A & 23A - OPTIONAL 90° CORNERS SHOWN

ABOVE, NOT CURRENTLY APPROVED IN FLORDIA

FOR DESIGN PRESSURES OF 45-55 PSF

Page-14 04-1009-07 | Effective Date: August 16, 2018

SHALLOW DOOR FRAMING MEMBERS WITH INSULATED

GLAZING FOR DESIGN PRESSURES OF 45-55 PSF

AS-0218

AS-0520

AS-0501

AS-3178

AS-3178

E9-3126

E9-3126

E9-3161

E9-3161

AS-0504

AS-0504

AS-3178

AS-3178

E9-8169

E 9-

E 9-

SECTION 24

25 25A

26A

24A

SECTION 25

SECTION 26* SECTION 26A**

AIR TIGHT THRESHOLD

**NOT APPROVED

FOR FLORIDA

SECTION 25A

SECTION 24A

Page-15Effective Date: August 16, 2018 | 04-1009-07

SECTION 27

SECTION 28

27A

29 29A

28A

SECTION 29* SECTION 29A**

SECTION 28A

SECTION 27A

AIR TIGHT THRESHOLD

**NOT APPROVED

FOR FLORIDA

DOOR FRAMING MEMBERS WITH SINGLE GLAZING

FOR DESIGN PRESSURES OF 45-55 PSF

Page-21Effective Date: August 16, 2018 | 04-1009-07

YHC 300 OG Framing Members for Single Glazing

TYPICAL DEADLOAD ANCHOR

TYPICAL WINDLOAD ANCHOR

SECTION 7

SECTION 8

SCALE: 1/4 SIZE

0 3 6

E9-3103

E9-3103

E9-3106

E9-3106

FOR DESIGN PRESSURES OF 65-90 PSF

Page-22 04-1009-07 | Effective Date: August 16, 2018

YHC 300 OG Curtain Wall SystemYHC 300 OG Framing Members for Insulating Glazing

SCALE: 1/4 SIZE

0 3 6

SECTION 13

JAMB SECTION 14

MULLION @ SPLICE

SECTION 10

HEAD w/ “F” Anchor

SECTION 10A

HEAD w/ “T” Anchor

SECTION 11A

HORIZONTAL (Two-Piece)

SECTION 11

HORIZONTAL (One Piece)

E9-3101

E9-3161

E 9-

3” [76.2mm]

7-

/1 6”

[1

.3 m m

E 9-

E9-3161

SECTION 11B

HORIZONTAL

(Optional Glazing)

SECTION 14A

MULLION w/STEEL

AS REQUIRED

AS-3178

E 9-

E9-3162

E 9-

E9-3162 E

9-

E9-3162

AS-3178

E9-3101 E9-3101

10A

14A

13 14

OPP.

12A

11A

SECTION 12A

SILL w/ “T” Anchor

SECTION 12

SILL w/ “J” Anchor

AS-3172

E 9-

E9-3141

AS-3172

E 9-

E9-3162E9-3102

E 9-

E9-3162

E1-0175

OPTIONAL 1” GLAZING

(For Non-Impact Conditions)

Page-23Effective Date: August 16, 2018 | 04-1009-07

YHC 300 OG Framing Members for Insulating Glazing

TYPICAL DEADLOAD ANCHOR

TYPICAL WINDLOAD ANCHOR

SECTION 7

SECTION 8

SCALE: 1/4 SIZE

0 3 6

E9-3101

E9-3101

Page-24 04-1009-07 | Effective Date: August 16, 2018

SCALE: 1/4 SIZE

0 3 6

SECTION 9A

90° OUTSIDE CORNER

SINGLE GLAZING

SECTION 18A

90° OUTSIDE CORNER

SECTION 9

90° OUTSIDE CORNER

SINGLE GLAZING

SECTION 18

90° OUTSIDE CORNER

INSULATING GLAZING

E9-3103 E9-3101

E9-3103

E9-9303 E9-9303

E9-3161 E9-3161

E 9-

E 9-

E9-3

E9-1

E9-3

OPTIONAL 90° CORNER

STANDARD 90° CORNERS

E9-3174

E9-3174

E9-3145

E9-3

E9-3

E9-1

E9-3176

E9-3146

AS-3177

AS-3175

E9-3101

AS-3172AS-3173

Page-25Effective Date: August 16, 2018 | 04-1009-07

YHC 300 OG Door Framing Members

AIR TIGHT THRESHOLD

**NOT APPROVED

FOR FLORIDA

Page-26 04-1009-07 | Effective Date: August 16, 2018

YHC 300 OG Curtain Wall SystemYHC 300 OG Door Framing Members

AIR TIGHT THRESHOLD

**NOT APPROVED

FOR FLORIDA

DOOR FRAMING MEMBERS WITH INSULATING GLAZING

Page-30 04-1009-07 | Effective Date: August 16, 2018

YHC 300 OG Curtain Wall SystemYHC 300 OG Framing Members for Single Glazing

SCALE: 1/4 SIZE

0 3 6

1A

5A

3A

9A

2A

SECTION 1

HEAD w/ “F” Anchor

SECTION 1A

HEAD w/ “T” Anchor

2B

SECTION 2

HORIZONTAL (One Piece)

SECTION 3A

SILL w/ “F” Anchor

E -3

E -3

E9-3188AS-3179

E -3

E9-3188

E9-3190

E -3

E -3

AS-3173

E -3

E -3

E -3

E9-3188

SECTION 2B

HORIZONTAL

(Optional Glazing)

E9-3188

E -3

E -3

E -3

E -3

E9-3188

SECTION 3A

SILL w/ “T” Anchor

SECTION 2A

HORIZONTAL (Two Piece)

E9-3188 E

-3

E -3

OPTIONAL 1/4” GLAZING

(For Non-Impact Conditions)

FOR DESIGN PRESSURES OF 90-130 PSF

Page-31Effective Date: August 16, 2018 | 04-1009-07

YHC 300 OG Framing Members for Single Glazing

SECTION 4

JAMB

1A

5A

4 5

3A3

9A

2A

E9-3182

E9-3161 3” [76.2mm]

9- 3/

4” [2

.7 m m

2B

SECTION 5

MULLION

E9-3182

SECTION 5A

MULLION w/STEEL

AS REQUIRED

E9-3182

E9-3161

SECTION 6

MULLION @ SPLICE

E9-3182

E9-3161

AS-3179 AS-3173

SCALE: 1/4 SIZE

0 3 6

E1-3031

OPTIONAL 1” GLAZING

(For Non-Impact Conditions)

Page-32 04-1009-07 | Effective Date: August 16, 2018

YHC 300 OG Curtain Wall SystemYHC 300 OG Framing Members for Single Glazing

TYPICAL DEADLOAD ANCHOR

TYPICAL WINDLOAD ANCHOR

SECTION 7

SECTION 8

SCALE: 1/4 SIZE

0 3 6

E9-3182

E9-3182

E9-3190

E9-3190

E 9-

E 9-

Page-33Effective Date: August 16, 2018 | 04-1009-07

YHC 300 OG Framing Members for Insulating Glazing

SCALE: 1/4 SIZE

0 3 6

SECTION 10

HEAD w/ “F” Anchor

SECTION 10A

HEAD w/ “T” Anchor

SECTION 11

HORIZONTAL (One Piece)

SECTION 11A

HORIZONTAL (Two Piece)

SECTION 12

SILL w/ “F” Anchor

E -3

E9-3188

E -3

E9-3188

E9-3185

E -3

E -3

E -3

E -3

E -3

E9-3188

E9-3188

E -3

E -3

E9-3188

SECTION 12A

SILL w/ “T” Anchor

E -3

AS-3178

AS-3172

E9-3141

E9-3141

10A

14A

OPP.

12A

11A

SECTION 11B

HORIZONTAL

(Optional Glazing)

OPTIONAL 1” GLAZING

(For Non-Impact Conditions)

Page-34 04-1009-07 | Effective Date: August 16, 2018

SECTION 13

JAMB

E9-3183

E9-3161 3” [76.2mm]

-1

/2

6.

7m m

SECTION 14

MULLION

MULLION MULLION

SECTION 14A

w/STEEL

AS REQUIRED

E9-3183

E9-3161

AS-3178

SCALE: 1/4 SIZE

0 3 6

E1-3031

10A

14A

13 14

OPP.

12A

11A

E9-3183

AS-3172

SECTION 15

@ SPLICE

E9-3183

E9-3161

OPTIONAL 1” GLAZING

(For Non-Impact Conditions)

Page-35Effective Date: August 16, 2018 | 04-1009-07

YHC 300 OG Framing Members for Insulating Glazing

TYPICAL DEADLOAD ANCHOR

TYPICAL WINDLOAD ANCHOR

SECTION 7

SECTION 8

SCALE: 1/4 SIZE

0 3 6

E9-3183

E9-3182

E9-3185

E 9-

E9-3185

E 9-

Page-36 04-1009-07 | Effective Date: August 16, 2018

SECTION 9

90° OUTSIDE CORNER

SINGLE GLAZING

SECTION 18

90° OUTSIDE CORNER

INSULATING GLAZING

STANDARD 90° CORNERS

E9-3182

E9-3182

E9-9303

E9-3161

E 9-

AS-3173

E9-3183

E9-9303

E9-3161

E 9-

E9-3183

AS-3172

SCALE: 1/4 SIZE

0 3 6

Page-37Effective Date: August 16, 2018 | 04-1009-07

SCALE: 1/4 SIZE

0 3 6

SECTION 9A

SECTION 18A90° OUTSIDE CORNER

SINGLE

INSULATING GLAZING

GLAZING 90° OUTSIDE CORNER

E9-3

E9-1

E9-3

OPTIONAL 90° CORNER

E9-3174

E9-3174

E9-3145

E9-3

E9-3

E9-1

E9-3176

E9-3146

AS-3177

AS-3175

Page-38 04-1009-07 | Effective Date: August 16, 2018

YHC 300 OG Curtain Wall SystemYHC 300 OG Door Framing Members

Page-39Effective Date: August 16, 2018 | 04-1009-07

YHC 300 OG Door Framing Members

AIR TIGHT THRESHOLD

**NOT APPROVED

FOR FLORIDA

Page-40 04-1009-07 | Effective Date: August 16, 2018

Page-41Effective Date: August 16, 2018 | 04-1009-07

AIR TIGHT THRESHOLD

**NOT APPROVED

FOR FLORIDA

TEST REPORT

Report No.: F3753.02-550-18

Rendered to:

YKK AP AMERICA, INC

Austell, Georgia

PRODUCT TYPE: Curtain Wall

SERIES/MODEL: YHC 300 OG – Elevation 2

Title Summary of Results

Design Pressure ±2633 Pa (±55.00 psf)

Uniform Load Structural Test Pressure ±3950 Pa (±82.50 psf)

Large Missile Test Pass

Reference must be made to Report No. F3753.02-550-18, dated 04/21/16 for complete test specimen description and detailed test results.

Test Report No.: F3753.02-550-18 Revision 2: 04/21/16

Report Date: 04/11/16

1.0 Report Issued To: YKK AP America, Inc.

270 Riverside Parkway, Suite A Austell, Georgia 30168 Don Pangburn

2.0 Test Laboratory: Architectural Testing, Inc., an Intertek company ("Intertek-ATI") 1701 Westfork Drive, Suite 106 Lithia Springs, Georgia 30122 770-941-6916

3.0 Project Summary:

3.1 Product Type: Curtain Wall

3.2 Series/Model: YHC 300 OG – Elevation 2

3.3 Compliance Statement: Results obtained are tested values and were secured by using the designated test method(s). Test specimen description and results are reported herein.

3.4 Test Date(s): 03/15/16 – 03/16/16

3.5 Test Record Retention End Date: All test records for this report will be retained until March 16, 2020.

3.6 Test Location: Intertek-ATI test facility in Lithia Springs, Georgia.

3.7 Test Specimen Source: The test specimen was provided by the client. Representative samples of the test specimen(s) will be retained by Intertek-ATI for a minimum of four years from the test completion date.

3.8 Drawing Reference: The test specimen drawings have been reviewed by Intertek-ATI and are representative of the test specimen(s) reported herein. Test specimen construction was verified by Intertek-ATI per the drawings located in Appendix C. Any deviations are documented herein or on the drawings.

3.9 List of Official Observers:

Name Company

Don Pangburn YKK AP America, Inc.

Shane Tanner YKK AP America, Inc.

Jon Gardner Intertek-ATI Darrell Lewis Intertek-ATI Ian McKenzie Intertek-ATI Jacques Johnson Intertek-ATI

4.0 Test Method(s):

ASTM E330/E330M-14, Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E1886-13a, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials

ASTM E1996-14a, Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricanes

5.0 Test Specimen Description:

5.1 Product Sizes:

Overall Area:

14.8 m² (158.83 ft2)

Width Height millimeters inches millimeters inches

Overall size 4,648 183 2,515 99

5.2 Frame Construction:

Frame Member Material Description

Head/Sill

Aluminum 6063-T5

Part #E9-3127 (Middle and Right Bays), #E9-3112 (Left Bay)

Head/Sill Filler Part #E9-8169

Jambs/Mullions Part #E9-3126

Head/Sill/Jamb Pressure Plate Part #AS-3178

Mullion Pressure Plate Part #AS-3172

Pressure Plate Cover Part #E9-3161

Location Joinery Type Detail

Intermediate mullions at head and sill

Square cut and butted

Part #HF2510-W1 (two per side) 1/4"-20 x 5/8" HMHTCS Type F

Top and bottom corners

Square cut and butted

Part #HF2510-W1 (two side by side connecting head and sill to the jambs).

5.0 Test Specimen Description: (Continued)

5.3 Reinforcement: Reinforcement was not utilized.

5.4 Weatherstripping:

Description Quantity Location

Pressure Plate Gasket (Part #E2-0379)

13 rows Faces of the mullion and pressure plates

5.5 Glazing: No conclusions of any kind regarding the adequacy or inadequacy of the glass in any glazed test specimen(s) can be made.

Glass Type

Overall Thickness

Glass Makeup Glazing Method

GI 1-5/16"

1/4" tempered glass

1/2" air space

1/4"heat-strengthened glass

0.060" (Saflex - PVB) interlayer

1/4" heat-strengthened glass

Exterior Dry-Glazing – Pressure Plate (Part #AS-3172) with gasket (Part #E2-0379

Interior Dry Glazing – Gasket (Part # E20379)

CI 1-5/16"

1/4" tempered glass

1/2" air space

1/4"heat-strengthened glass

0.060" (SentryGlass) interlayer

1/4" heat-strengthened glass

Exterior Dry-Glazing – Pressure Plate (Part #AS-3172) with gasket (Part #E2-0379

Interior Dry Glazing – Gasket (Part # E20379)

Glass Type Location Quantity Daylight Opening

Glass Bite millimeters inches

CI All lites 3 1448 x 2362 57 x 93

5.6 Drainage: No drainage was utilized.

6.0 Installation:

The specimen was installed into a steel test buck. The rough opening allowed for a 1/2" shim space. The exterior perimeter of the window was sealed with structural sealant.

Location Anchor Description Anchor Location

Intermediate Mullions

Part #E1-3046 Head and sill of intermediate mullions attached to the steel with 3/8-16 x 1" LG HH Bolts

Top and bottom of jambs

Part #E1-3004 Head and sill of jambs anchored on the steel with two (2) 3/8-16 x 1" LG HH Bolts

7.0 Test Results: The temperature during testing was 25°C (77°F). The results are tabulated as follows:

Title of Test Results Allowed Note

Uniform Load Deflection, ½ of Test Load per ASTM E330

Deflections taken at one intermediate mullion +1976 Pa (+41.25 psf) -1976 Pa (-41.25 psf)

5.6 mm (0.22")

6.6 mm (0.26")

14.0 mm (0.55") max.

14.0 mm (0.55") max. 1, 2

Uniform Load Structural, Design Load per ASTM E330 Deflections taken at one intermediate mullion +2635 Pa (+55.00 psf) -2635 Pa (-55.00 psf)

7.9 mm (0.31")

8.9 mm (0.35")

14.0 mm (0.55") max.

14.0 mm (0.55") max. 1, 2

Uniform Load Deflection, Test Load per ASTM E330 Permanent sets taken at one intermediate mullion +3952 Pa (+82.50 psf) -3952 Pa (-82.50 psf)

1.0 mm (0.04")

1.5 mm (0.06")

5.1 mm (0.20") max.

5.1 mm (0.20") max. 1, 2

7.0 Test Results: (Continued)

ASTM E1886 and ASTM E1996, Large and Small Missile Impact

Conditioning Temperature: 26.7°C (80°F) Large Missile Weight: 4082g (9.0 lbs) Large Missile Length: 2.5 m (8'4") Small Missile Weight: 2g

Elevation 2: Orientation within ±5° of horizontal

Impact #1 (Small Missile): Missile Velocity: 40.1 m/s (131.5 fps)

Impact Area: Bottom of center lite at the midpoint

Observations: Missile hit target area. No signs of penetration.

Results: Pass

Impact #2 (Small Missile): Missile Velocity: 39.9 m/s (130.8 fps)

Impact Area: Geometric center of center lite

Impact #3 (Small Missile): Missile Velocity: 39.5 m/s (129.5 fps)

Impact Area: Top of center lite at the midpoint

Impact #4 (Large Missile): Missile Velocity: 15.4 m/s (50.4 fps)

Impact Area: Bottom right corner of left lite

Impact #5 (Large Missile): Missile Velocity: 15.2 m/s (49.8 fps)

Impact Area: Top right corner of right lite

Note: See Elevation 2 drawings for impact locations

Conclusion: The large and small missiles impacted each intended target and Intertek-ATI carefully inspected each impact location. Intertek-ATI observed no signs of penetration, rupture, or opening after the large missile impact test; as such, each test specimen satisfies the large and small requirements of ASTM E1886 and ASTM E1996.

ASTM E1886 and ASTM E1996, Air Pressure Cycling

Test Unit: Elevation 2 Design Pressure: ±2633 Pa (±55.0 psf)

POSITIVE PRESSURE

Pressure Range

Pa (psf)

Number of Cycles

Average Cycle Time

(seconds) Observations

527 to 1317 (11.0 to 27.5)

3500 2.6

No damage to the frame or deglazing of the glass

0 to 1580 (0 to 33.0)

300 2.9

1317 to 2107 (27.5 to 44.0)

600 2.4

790 to 2633 (16.5 to 55.0)

100 2.8

NEGATIVE PRESSURE

Pressure Range

Pa (psf)

Number of Cycles

Average Cycle Time

(seconds) Observations

790 to 2633 (16.5 to 55.0)

50 3.0

No damage to the frame or deglazing of the glass

1317 to 2107 (27.5 to 44.0)

1050 2.3

0 to 1580 (0 to 33.0)

50 3.0

527 to 1317 (11.0 to 27.5)

3350 2.6

General Note: All testing was performed in accordance with the referenced standard(s).

Note 1: Loads were held for 30 seconds.

Note 2: Tape and film were used to seal against air leakage during structural testing.

8.0 Test Equipment:

Cannon: Constructed from steel piping utilizing compressed air to propel the missile

Missile: 2x4 Southern Pine and 8 mm (5/16") diameter ball bearings

Timing Device: Electronic Beam Type

Cycling Mechanism: Computer controlled centrifugal blower with electronic pressure measuring device

Deflection Measuring Device: Linear transducers

Intertek-ATI will service this report for the entire test record retention period. Test records such as detailed drawings, datasheets, representative samples of test specimens, or other pertinent project documentation, will be retained by Intertek-ATI for the entire test record retention period.

This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s) tested. This report may not be reproduced, except in full, without the written approval of Intertek-ATI.

For ARCHITECTURAL TESTING, INC.:

Jacques R. Johnson Ian J. McKenzie Quality Manager Lab Manager - Regional Operations

JRJ:IJM:jab

Attachments (pages): This report is complete only when all attachments listed are included.

Appendix A: Location of air seal (1) Appendix B: Photograph(s) (1) Appendix C: Drawings (5)

Revision Log

Rev. # Date Page(s) Revision(s)

0 04/11/16 N/A Original report issue

1 04/15/16 Cover Changed the cover page job number to reflect the job number in the header.

2 04/21/16 Drawings Update drawings

This report produced from controlled document template ATI 00479, revised 06/19/15.

Appendix A

Location of Air Seal: The air seal between the test specimen and the test wall is detailed below.

The seal is made of foam weatherstripping and is attached to the edge of the test specimen buck.

The test specimen buck is placed against the test wall and clamped in place, compressing the weatherstripping and creating a seal.

Test Specimen Buck

Air seal between test buck and test wall (typically foam weatherstripping)

Test Specimen

Air seal between test specimen and test buck (typically silicone)

Test Wall

Appendix B

Photographs

Photo No. 1 Test Specimen After Large and Small Missile Impacts

Appendix C

Drawings

F.O. = 184 1/4" v•· I: c• • ,,,.

$I AA--, I 1 · ,,..., " Q]'\_J I: ,. ,,,..., ,,. ®---

;1!" 1 {};RY

c:i I "-

FRAME

FRAME

DRY

ELEVATION 2

OPENING

OPENING

WIDTH

HEIGHT

57"

~y

184 i'' 100 ~,, x

5/B"

'° m

OPP

IMPACT LOCATION LEGEND

x LARGE MISSILE IMPACT LOCATION

® SMALL MISSILE IMPACT LOCATION

GLASS TYPE

<§9 1 5/ 16" 0.060 SAFLEX: (S.M.)

1/4" HEAT STRENGTHENED GLASS +

0.0 60" SAFLEX (PVB) +

1/4" HEAT STRENGTHENED GLASS w/

1/ 2" AIR SPACE + 1 /4" TEMPERED

GLASS

Imm ~

---·~-~I

~ 1 5/16" 0.0 60 SENTRYGLASSo (LARGE MISSILE) {DRY GLAZED)

1/4" TEMPERED GLASS + 1 /2 " AIR SPACE +

1/4" HEAT STRENGTHENED GLASS + D.060" SENTRYGLASS +

1/4" HEAT STRENGTHENED GLASS

NOTE:

1. DESIGN PRESSURE LOAD ~ 55psf .

2. STRUCTURAL ONLY, (NO AIR & WATER)

ANCHOR TYPE

(f): 'F' ANCHOR

CD : T ANCHOR

VKK

aP.

!YS:TD

YHC 300 O.G. (55 p.•.f.)

SHAll.OW MULLION

OCsatll"liil'I

FORMAL MOCK-UP TEST

PAINTED

ELEV-2

''"' 9/30/ 15 AP'P~DVED !ll I DR~WN )'j

DP AA.

M:\Praducl 1-ams\W"ll T•am\C~ri<lln Wllll\YHDDD 00\T•~I D1>cum•n1a\T11k..:>rt Dniwrng~\ Et.Yallans\EI.,. 2 .dw51

G t2-0J79

~I H>-2520->\'3 ~ 1/4•-zo 1<11 1/4• ~ HWHlllS i @ •• o.c.

Jr

J.000" (7S.20)

5.li9BJ" (14+.H]

J.220 " [BUt;i)

2.+4!!" [~2.11'!1]

+.95r (125.77) J.010" (71:1.+6]

E9-J127

Jr G

~I .I

~t-3161

SEE Nj"' :x:1 O'· I HD-2520 - J i....~ I'll 1/ +"-'Xl x , ~ HWHMS i 0 ,. o.c.

"O ~I

5 . 5933. [1 44.7+]

+.952" (12'.77)

FC-1220 (2)

# 12 :ic I 1/4" H1SlilS lYPE "NJ"

3 .220" [111.7!il)

[9-3112

J.010" (75.~)

~I t

E9-J151 i'fl-2520-W3 1 /4°-20 • , 1/4"

HWHMS

0 9" o.c.

·-1~ ci t

H0- 2520-WJ

l/+"-2Q K 1

HWHMS

0 9" o.c.

·1" o~ ci

E~-J1~1

~I S:EE NOTE #2.·

l<l-2~20-WJ.

1/'f"-20 • , 1/+"

HWH"5

o Ii" o_c

SILICON£

S:rALANT

HF- 2510-W l (2) 1/+'-2D • !i/8 ' HWHTCS T'l"PE " r'

YKK

SR

YKI< AP AmtrlC(I In c.

2?C flhoenldt Potkwgy, S.."h I\ Au.tol ' C-. 301 6& (PllJ171.1311..!l:XIQ (l"Nl) U ll.8311.IOSt

"• "_,,,, P I I I I I I

[!il-J127 rc-1120 (2)

112 ~ 1 1/ +" FHSMS

TVP£ "AB '

!5.!!i!5GQ" (14-3.!51]

E2-0;:17~

~UCONE

S£AWlT SPECTRElll 2

SUCONE

SEAWIT

SP'ECTREWI 2

~-251 0-Wl (2) 1;+· - 20 x 5/8.

HWHTCS 'N'Pf "F"'

HF-2510-W I (2)

1/+"-,2_0 • :i/8" HWHTCS 'N'P£ "r'"

El -JOJO

8 i ~ -j

~i i ,, '.)! '" '°'' 1•-1/ 11 'I I '~' I "-FC-1220 (2) I ~ '""' ~ ~ NOTE 1: 5/16 WEEP HOLES @ 1/3 PTS. ~ E2- 0>79-f ~ *'". 1.'/•' FHSMS "''""'' 10/0Z/16 ~

+ TI'PE AB al'J"1'~ ~~ 5HU 1 ~o.: ., NOTE 2: 5/16" WEEP HOLES 3" FROM EACH END & (1) @ CENTER ~ l'"oc•=~· 1 J

.... ii~~

-w: .........:....--...;.:'-'~

D

"'I H0-25ZD-W;5 "' 1/4~-~o x 1 1;4~

~ HWH~S

:-- IJ 'ii~ o.c.

·I§ i:'.'

---. H0-2520-W:S ~ ... 1 ~ l / 4-"-20 x , i.... ~ HWHMS

:--- Iii 9• oc

E9-J127

NOTE 1:

NOTE 2:

['9- 312

5/16" WEEP

5/16" WEEP

HOLES

HOLES

E9-312

J .000" [75. 20]

_.......---ES-.3126

[2- 0379

O.L O

E9-3161

0.L.O

@ 1 /3 PTS.

3" FROM EACH EN D & ( 1) @ CENTER

E2-0JJg

YKK

SR

YKI< AP AmtrlC(I In c.

2?C flhoenldt Potkwgy, S.."h I\ Au.tol ' C-. 301 6& (PllJ171.1311..!l:XIQ (l"Nl) U ll.8311.IOSt

8 i ~ -j

~i i ~~=---., .. ,,;;;"'-;;~m-""1 ~ A:J Nctcd Hl/ OZ/ 16 ~

,, 6 2 n _J~

El-301-15

J/8-1 6 ic 1~ LC.

HH BOllS ilt.T ~U U.JONS

[9-J104 h

_______j___ 2·1

I I - o·'

,0.:1-'goC

I 0 ,70GDO

HEAD / SILL PREP

d

YKK

SR

YKI< AP Amtrl C(I In c.

2?C flhoenldt Potkwgy.

s.;n I\ Au.tol ' c-. 301 6& (PllJ171.1311..!l:XIQ (fNl) U ll.8311.IOSt

F ~j

'i r;;

~~~! l--+-+--+---------+-----1 ih ~ 0-t--t---+----------+-'

~<5~t---ct--f-c-~+----------+---I ~j[~ cAfj Ml ;~~

CHJl'~["O

CL

w Cl:'.

CL

_J _J U1

<l'.

w I

- ·r'--1 f ~

(NOlllnN IMlTWHS) dn >1:xm is31 co OOi:::>HA I "NOLLY.l010N'l"~l'N.L'.)Jl"Ctld i!!l

TYPE: Glazed Wall System

Report No:

Report Date:

D5331.01-116-45 03/10/14

AAMA 507-12 THERMAL PERFORMANCE REPORT

Rendered to:

YKK AP AMERICA

SERIES/MODEL: YHC 300 OG Curtain Wall

Architectural Testing

130 Derry Court York, PA 17406-8405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com

Simulation Date:

Simulation Specimen Description:

Material Finish: Painted Aluminum

Report No: D5331.01-116-45 Report Date: 03/10/14

Configuration: Two vision lites separated by one intermediate vertical Drawing Reference: YKK Drawing YHC 300 O.G., dated 10/09/13

Frame Material: Aluminum Thermally Improved Framing System

Specimen Size: 2000mm wide by 2000mm high (78-3/4" by 78-3/4")

Series/Model: YHC 300 OG Curtain Wall Type: Glazed Wall System

AAMA 507-12, Standard Practice for Determining the Thermal Performance Characteristics of Fenestration Systems Installed in Commercial Buildings

NFRC 100-2010, Procedure for Determining Fenestration Product U-Factors

NFRC 200-2010, Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence

Project Summary:

Reference Documents:

Rendered to:

YKK AP AMERICA

1229 Highway 441 Bypass

Architectural Testing, Inc. was contracted by YKK AP America to provide U-Factor and Solar Heat Gain Coefficient thermal performance ratings on the YHC 300 OG Curtain Wall Glazed Wall System. The thermal performance ratings were determined in accordance with AAMA 507-12, Standard Practice for Determining the Thermal Performance Characteristics of Fenestration Systems Installed in Commercial Building.

03/10/14

Dublin, Georgia 31021

AAMA 507-12 THERMAL PERFORMANCE REPORT

phone: 717-764-7700

D5331.01-116-45

YKK AP America YHC 300 OG Curtain Wall - Glazed Wall System

System U-Factor vs. Percentage of Vision Area

Vision Area / Total Area (%)

Sy st em U

-F ac to r (

B tu

/h ∙ft

2 ∙ºF

Note: 1-5/16 inch Overall - Dual Glazed Laminated Glass (0.48-0.20 COG) with Aluminum Spacer, Dual Glazed Laminated Glass with Heat Mirror (0.18-0.10 COG) with Aluminum Spacer

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

0.18

0.16

0.14

0.12

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

0.80

0.85

707580859095

COG

U-Factor

YKK AP America YHC 300 OG Curtain Wall - Glazed Wall System

System SHGC vs. Percentage of Vision Area

Vision Area / Total Area (%)

System VT vs. Percentage of Vision Area

Vision Area / Total Area (%)

Sy st em S

H G

C Sy st em

V T

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

0.05

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

707580859095

COG SHGC

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

0.05

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

707580859095

COG VT

YKK AP America YHC 300 OG Curtain Wall - Glazed Wall System

0.16

Note: 1-5/16 inch Overall - Dual Glazed Laminated Glass (0.48-0.20 COG) with Aluminum Spacer, Dual Glazed Laminated Glass with Heat Mirror (0.18-0.10 COG) with Aluminum Spacer

0.41 0.39 0.37 0.35 0.34

19 0.12 0.30

20 0.10 0.29

12 0.26 0.42

18 0.14 0.32

0.24 0.22 0.20 0.18

Size Specific U-Factor Matrix* Glazing Option Center of Glass U-Factor Overall U-Factor

1 0.48 0.60 2 0.46 0.59 3 0.44 0.57 4 0.42 0.55 5 0.40 0.54 6 0.38 0.52 7 0.36 0.50 8 0.34 0.49

11 0.28 0.44

9 0.32 0.47 10 0.30 0.46

YKK AP America YHC 300 OG Curtain Wall - Glazed Wall System

0.05 0.06 0.05 0.04

*Size Specific U-Factor, SHGC, and VT Matrices are based on the standard Glazed Wall System specimen size of 2000mm wide by 2000mm high (78-3/4" by 78-3/4").

This represents 88.9% Vision Area / Total Area.

0.15 0.15 0.15 0.13

0.10 0.10 0.10 0.09

0.25 0.24 0.25 0.22

0.20 0.19 0.20 0.18

0.35 0.33 0.35 0.31

0.30 0.28 0.30 0.26

0.45 0.41 0.45 0.40

0.40 0.37 0.40 0.35

0.55 0.50 0.55 0.49

0.50 0.46 0.50 0.44

0.65 0.59 0.65 0.57

0.60 0.55 0.60 0.53

0.75 0.68 0.75 0.66

0.70 0.63 0.70 0.62

Size Specific SHGC Matrix* Size Specific VT Matrix* Center of Glass SHGC Overall SHGC Center of Glass VT Overall VT

R. Jamb

1.5732 1.5732

1.5732 1.5732

1.5732

Head

L. Jamb R. Jamb

L. Jamb R. Jamb

L. Jamb R. Jamb

L. Jamb

Head

Mullion

0.46

0.44

44.8

L. Jamb 0.5212

0.4521

0.5540

0.5376

0.8007

0.7881

Sill

Fr am e H ei gh t

Head L. Jamb R. Jamb Mullion

3.1463

1.5732

Mullion Sill

R. Jamb Mullion Sill Head

1.5732

1.6715 1.6713

L. Jamb

1.5732 1.5732

3.1463

L. Jamb R. Jamb

1.5732 1.5732

Head

Mullion

3.1463 1.5732

1.6807 1.6804

1.6775 1.6773

1.6745 1.6742

Sill Head

L. Jamb R. Jamb

C ro ss S ec tio n Head

Mullion Sill

Mullion

Sill

Mullion Sill Head

Mullion

0.42

0.40

0.348

0.38

0.36 1.6683 1.6682

1.6655 1.6654

51.0

1.6683

1.6153

C O

G U

-F ac to r

0.481

0.32

C O

G T em pe ra tu re

Head

70% Vision Area

27.84" by

27.84"

Total Product U-Factor

Fr am e U

-F ac to r

145.67"

R. Jamb

Sill

0.4390

0.4134 0.3969

1.6806 1.6435

1.6840

1.5732 1.6744

Vision Area Data

43.7

100-2010 78.74" by

0.44031.5732 0.8387 0.5249

O pt io n

N o.

NFRC

Ed ge

U -F ac to r

1.6774 1.6404 1.6240

78.74"

95% Vision Area

178.15" by

45.8

46.8

47.9

48.9

50.0

1.5732

3.1463 1.5732

3.1463

Sill

52.0

1.6628

1.5732 1.5732

3.1463 1.5732 1.5732 1.5732 1.5732

1.6310

1.6266

0.4392

0.4244 0.4247

0.4100 0.4102

0.3957 0.3959

0.3813 0.3815

3.1463 1.5732 1.5732

3.1463 1.5732

1.5732

1.5732

1.5732 1.5732

1.5732

1.5732

1.5732 0.3673

0.3523

1.6319 1.6163

1.6687 1.6685

0.3847

0.3524

1.6182

1.6686

0.3382 0.3382

1.5732 1.5732

3.1463 1.5732 1.5732

1.6210

1.6714 1.6347

1.6333

1.6838 1.6466 1.6301

1.6375

1.6270

1.6836

1.6655 1.6291 1.6126 1.6628 1.6628

0.4391 0.4425 0.4257

0.4245 0.4279 0.4112

0.4101

0.3958 0.3991 0.3824

0.3814

0.3682

0.3243 0.3242

0.3542

0.3524

0.3671

0.3251

0.3382 0.3414

0.3555

0.8260

0.8133

0.3390

0.7757

0.7637

0.3672 0.3704

0.7391

0.7513

0.5705

0.4720

0.6035

0.5870

0.5049

0.4885

0.5067

0.4702

0.4885

0.4341

0.3803

0.4162

0.3983

0.3243 0.3274

Mullion 3.1463 Sill 1.5732 1.5715 0.1987

1.6163 0.1962 R. Jamb 1.5732 1.6162 0.1962

0.1993 0.6196 0.3194 0.2194 L. Jamb 1.5732 1.6165 0.1961

18 0.14 61.7 Head 1.5732 1.5532

L. Jamb 1.5732 1.6216 0.2232 R. Jamb 1.5732 1.6214 0.2232

1.6215 0.2232 Sill 1.5732 1.5766 0.2258 Mullion 3.1463

17 0.16 60.6 Head 1.5732 1.5556 0.2129 0.6315 0.3360 0.2375 L. Jamb 1.5732 1.6188 0.2097 R. Jamb 1.5732 1.6186 0.2097 Mullion 3.1463 1.6187 0.2097

Sill 1.5732 1.6126 0.2451

0.6650 0.3727 0.2746

Mullion 3.1463 1.6415 0.2419 0.2419

15 0.20 58.4 Head 1.5732 1.5983 0.2427 Sill 1.5732 1.6148 0.2587

3.1463 1.6507 0.2557

14 0.22 57.3 Head 1.5732 1.6004 0.2563 0.2924 Sill 1.5732 1.6170 0.2723

0.6785 0.3897

0.6905 0.4061 0.3101

Mullion 3.1463 1.6529 0.2692 0.2693

13 0.24 56.3 Head 1.5732 1.6027 0.2699 Sill 1.5732 1.6193 0.2860

0.4226 0.3278

Mullion 3.1463 1.6553 0.2829

1.5732 1.6051 0.2836 0.702512 0.26 55.2 Head 0.2997Sill 1.5732 1.6214

0.28 54.2 Head 0.4390 0.3452

Mullion 3.1463 1.6574 0.2966

Sill 1.5732 1.6238

1.5732 1.6072 0.2973 0.714611

0.4555 0.3628

Mullion 3.1463 1.6599 0.3104

1.5732 1.6098 0.3111 0.726710 0.30 53.1 Head

R. Jamb 1.5732 1.6415 L. Jamb 1.5732 1.6415 0.2419

0.2557R. Jamb 1.5732 1.6506 Mullion

L. Jamb 1.5732 1.6507 0.2556

R. Jamb 1.5732 1.6529 L. Jamb 1.5732 1.6529 0.2692

0.2829R. Jamb 1.5732 1.6552 L. Jamb 1.5732 1.6553 0.2829

0.2966R. Jamb 1.5732 1.6574 L. Jamb 1.5732 1.6574 0.2966

0.3135

R. Jamb 1.5732 1.6599 0.3104

0.2554

L. Jamb 1.5732 1.6599 0.3103

145.67"

16 0.18 59.5 Head 1.5732 1.5583 0.6437 0.35260.2265

27.84" 78.74" 178.15" by by by

27.84" 78.74"Fr am e H ei gh t

Fr am e U

-F ac to r

Ed ge

U -F ac to r

Total Product U-Factor

70% NFRC 95%

Vision Area 100-2010 Vision Area

O pt io n

N o.

C O

G U

-F ac to r

C O

G T em pe ra tu re

C ro ss S ec tio n

Sill 1.5732 1.5739 0.2122

Vision Area Data

Sill 1.5732 1.5673 0.1715 Mullion 3.1463 1.6123 0.1689 R. Jamb 1.5732 1.6122 0.1690

0.1721 0.5958 0.2860 0.1830 L. Jamb 1.5732 1.6124 0.1688

20 0.10 63.9 Head 1.5732 1.5490 Sill 1.5732 1.5693 0.1851

Vision Area Data O pt io n N o.

C O

G U

-F ac to r

C O

G T em pe ra tu re

C ro ss S ec tio n

Fr am e H ei gh t

Fr am e U

-F ac to r

Ed ge

U -F ac to r

Total Product U-Factor

70% NFRC 95%

Vision Area 100-2010 Vision Area 27.84" 78.74" 178.15" by by by 27.84" 78.74" 145.67"

19 0.12 62.8 Head 1.5732 1.5510 0.1857 0.6076 0.3027 0.2012 L. Jamb 1.5732 1.6144 0.1825 R. Jamb 1.5732 1.6141 0.1826 Mullion 3.1463 1.6142 0.1826

For ARCHITECTURAL TESTING, INC.:

SIMULATED BY: REVIEWED BY:

AMG:AMG

D5331.01-116-45

Attachments (pages): This report is complete only when all attachments listed are included.

Appendix A: Drawings and Bills of Material (10)

Allison M. Goodyear Kevin S. Louder Simulation Technician Project Engineer

Architectural Testing will service this report for the entire test record retention period. Test records that are retained such as detailed drawings, datasheets, representative samples of test specimens, or other pertinent project documentation will be retained by Architectural Testing, Inc. for the entire test record retention period. The test record retention end date for this report is March 10, 2018.

Results obtained are simulated values and were secured by using the designated test methods.

This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the product simulated. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc.

Revision Log

Date Page(s) Revision(s)

Original Report Issued to YKK AP America

Rev. #

All.01R0 03/10/14

All drawings and Bills of Material used in simulating this product are enclosed in this Appendix.

agoodyear D5331-116-45 agoodyear Text Box Material: Painted or Anodized Aluminum agoodyear agoodyear

R

D5331-116-45 agoodyear

Rectangle klivelsberger klivelsberger Rectangle klivelsberger Line klivelsberger Line klivelsberger Line klivelsberger Line

YHC 300 OG Curtain Wall - Dry Glazed

YHC 300 OG Curtain Wall - Wet Glazed

SERIES/MODEL: YHC 300 OG Curtain Wall TYPE: Glazed Wall Systems (Site-built)

Reference must be made to Report No. 93842.02-116-46, dated 10/20/09 for complete test specimen description and data.

Layer 1 1/4" AFG Comfort Ti-AC 40 (e=0.043*, #2) Tempered Unit Size 78-3/4'' x 78-3/4'' (2000 mm x 2000 mm)

Gap 1 0.50'' Gap, Stainless Steel Spacer (SS-D), Air-Filled* Layer 2 0.563 Clear Laminated (0.060 PVB)

AAMA 1503-09 THERMAL PERFORMANCE

TEST REPORT

Rendered to:

YKK AP AMERICA

Thermal Transmittance (U-Factor) Condensation Resistance Factor - Frame (CRFf) Condensation Resistance Factor - Glass (CRFg)

Summary of Results 0.43 phone: 717-764-7700

Report Number:

Test Date:

Report Date:

Expiration Date:

Test Sample Submitted by:

F F

1.

2.

Client

Condensation resistance factor - Glass (CRFg)

1. Average warm side ambient temperature

(U-factors expressed in Btu/hr·ft2·F)

0.43

Test Results Summary:

Condensation resistance factor - Frame (CRFf)

Test Sample Identification:

93842.02-116-46

10/20/09 08/15/13

08/15/09

Series/Model: YHC 300 OG Curtain Wall

Type: Glazed Wall Systems (Site-built)

Test Procedure: The condensation resistance factor (CRF) and thermal transmittance (U) were determined in accordance with AAMA 1503-09, Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors and Glazed Wall Sections

4. 0.0" +0.04" static pressure drop across specimen.

3. 15 mph dynamic wind applied to test specimen exterior.

69.80 -0.39

Austell, Georgia 30168

2. Average cold side ambient temperature

Thermal transmittance due to conduction (Uc)

AAMA 1503-09 THERMAL PERFORMANCE TEST REPORT

Rendered to:

YKK AP AMERICA

7680 The Bluffs, Suite 100 phone: 717-764-7700

Test Sample Description:

*Stated per Client/Manufacturer NA Non-Applicable See Description Table Abbreviations

White/Brown

78-3/4" x 78-3/4"

Frame

CORNERS

34-7/8" x 72-3/4" (x2)Daylight Opening (in.)

CONSTRUCTION

Size (in.) Non-Standard

93842.02-116-46

Desiccant Yes

N/A*

0.50'' Gap, Stainless Steel Spacer (SS-D), Air-Filled*

0.563 Clear Laminated (0.060 PVB)

1/4" AFG Comfort Ti-AC 40 (e=0.043*, #2) Tempered

Gap 1

Layer 1

Layer 2

Fasteners

Finish Interior

GLAZING METHOD

Glazing Information:

Finish Exterior

MATERIAL

Anodized

Brown

AU (0.13")

Pressure

Anodized

Color Interior

YesSealant

Color Exterior

Screws

Butt

Gas Fill Method

Test Sample Description: (Continued)

Aluminum pressure plates

DRAINAGE

No visible weeps

4 Horizontal, 3 vertical at exterior glazing edges 4 Horizontal, 3 vertical at pressure plates

EPDM Pressure gasket

Interior glazing perimeter, exterior glazing perimeter, and between

WEATHERSTRIP

1 Row

Quantity LocationType

Aluminum snap cover

COMPONENTS

93842.02-116-46

HARDWARE

Test Duration:

1.

2.

Condensation Resistance Factor (CRF):

= F = F = F = F = F = F

Th

Tc

FTp

FTr

W

FT

GT

50.73 44.83

(FTp - FTr) / [FTp - (Tc + 10)] x 0.40

Warm side ambient air temperature Cold side ambient air temperature Average of pre-specified frame temperatures (14) Average of roving thermocouples (4)

The thermal performance test results were derived from 03:59 hours, 08/15/09 to 07:59 hours, 08/15/09.

The environmental systems were started at 12:27 hours, 08/14/09.

0.057

The following information, condensed from the test data, was used to determine the condensation resistance factor:

69.80 -0.39

FTp(1-W) + W (FTr) = Frame Temperature Glass Temperature Condensation resistance factor – Glass CRFg = (GT - Tc) / (Th - Tc) x 100

47.47

CRFf = (FT - Tc) / (Th - Tc) x 100

CRFg

CRFf Condensation resistance factor – Frame

The CRF number was determined to be 68 (on the size as reported). When reviewing this test data, it should be noted that the glass temperature (GT) was colder than the frame temperature (FT) therefore controlling the CRF number. Refer to the 'CRF Report' page and the 'Thermocouple Location Diagram' page of this report.

50.39

Th = Average warm side ambient temperature F Tc = Average cold side ambient temperature F P = Static pressure difference across test specimen psf

15 mph dynamic perpendicular wind at exterior Nominal sample area ft2

Total measured input to calorimeter Btu/hr Calorimeter correction Btu/hr Net specimen heat loss Btu/hr Uc = Thermal Transmittance

Prior to testing the specimen was sealed with silicone on the interior side and checked for air infiltration per Section 9.3.4.

0.50

0.44

0.44

Glazing Deflection (in.):

Left Glazing

The sample was inspected for the formation of frost or condensation, which may influence the surface temperature measurements. The sample showed no evidence of condensation/frost at the conclusion of the test.

0.44

0.44Center gap width at laboratory ambient conditions on day of testing Center gap width at test conditions 0.380.38

Right Glazing

Btu/hr·ft2·F

Thermal Transmittance (Uc):

69.80 -0.39 0.00

0.43

43.07 1414.67 106.30

1308.37

93842.02-116-46

Edge Gap Width Estimated center gap width upon receipt of specimen in laboratory (after stabilization)

0.50

A calibration of the Architectural Testing Inc. 'thermal test chamber' (ICN 000001) in York, Pennsylvania was conducted in April 2009 in accordance with Architectural Testing Inc.

calibration procedure.

Time: 05:59 06:29 06:59 07:29 07:59 AVERAGE

Pre-specified Thermocouples - Frame

Warm Side - Room Ambient Air Temperature

47.72 54.19

CRF Report

47.43 48.23

53.95 53.76 52.16 51.88 49.93 50.20 46.13 46.97 55.45 52.11 50.72

47.41 48.22 47.74 54.17

46.17 46.99

53.97 53.76 52.16 51.87

55.45 52.10 50.73

49.93 50.23

47.42

53.98

47.43

48.23 48.24

47.71 47.72

54.18 54.20 53.97

49.93

52.15 51.87

53.77

51.87 49.93

53.75 52.15

50.22

46.17 46.16

46.97 46.97

50.21

55.45

52.12 52.11

50.72 50.73

55.45

47.42 48.23 47.74 54.18

46.14 46.99

53.98 53.77 52.18 51.86

50.73

47.42 48.23 47.72 54.18 53.97 53.76 52.16

49.94 50.20

51.87 49.93 50.21 46.15 46.98 55.45 52.11 50.73

46.24 46.46 54.07

38.71 52.78 46.19 46.43

52.77 52.73 38.58 52.76

54.05 54.03 46.72

54.05 46.74

47.48 47.48

46.75 47.48

46.74

46.21 46.19

54.05 54.05

46.22 46.21

46.46 46.4446.43 46.45

38.64

52.74 52.75

46.75 46.74

42.60 42.60 42.60 42.60

47.46

43.50 43.50

47.47 47.47

42.60 42.60 Cold Point (Roving) Thermocouples

46.20 46.20

43.50 43.50

46.20 46.20 46.20 46.20

43.50 43.50

47.00 47.00 47.00 47.00

0.06 0.06

44.83 44.83 44.83 44.83

47.00 47.00

44.83 44.83

50.39 50.39

0.06 0.06

50.38 50.39 50.39 50.39

0.06 0.06

72 72CRFf

-0.37 -0.37 -0.45 -0.35

69.80 69.80

-0.35 -0.38 Cold Side - Room Ambient Air Temperature

69.80 69.81 69.80 69.80

68 68 72 72 68 68 68 68

72 72

FTP

Pre-specified Thermocouples - Glass

38.6138.67 38.64

55.47 52.10

GT

FT

CRFg

93842.02-116-46

FTR

W

AND IDENTIFY COLD POINTS

Cold Point Locations

43.50

Thermocouple Location Diagram

23.

24.

SELECT DRAWING,

47.00

22.

42.6021.

46.20

DRAG HERE,

For ARCHITECTURAL TESTING, INC.

Benjamin W. Green Shon W. Einsig Technician Senior Technician

Individual-In-Responsible-Charge

BWG:kmm 93842.02-116-46

Attachments (pages): This report is complete only when all attachments listed are included.

Appendix-A:

Appendix-B:

Detailed drawings, data sheets, representative samples of the test specimens, a copy of this report, or other pertinent project documentation will be retained by Architectural Testing, Inc.

until 8/15/2013. At the end of this retention period such materials shall be discarded without notice and the service life of this report by Architectural Testing, Inc. will expire.

Description Table Abbreviations (1)

Results obtained are tested values and were secured by using the designated test methods. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s) tested. This report may not be reproduced, except in full, without the written

Drawings (2)

Date

10/20/09

Revision(s)

Rev. # Page(s)

All

Revision Log

.02R0 Original Report Issue. Work requested by Don Pangburn of YKK AP America.

93842.02-116-46

This report produced from controlled document template ATI 00025, revised 10/08/08..

Frame / Sash Types Aluminum w/ Vinyl Inserts (Caps) Not Applicable Aluminum Aluminum w/ Thermal Breaks - Partial Door Type Aluminum w/ Steel Reinforcement Embossed Aluminum w/ Thermal Breaks - All Members ( > 0.21") Flush Aluminum Thermally Improved - All Members (0.062" - 0.209") Full Lite Aluminum / Vinyl Composite 1/2 - Lite Aluminum-clad Wood 1/4 - Lite Fiberglass 3/4 - Lite ABS Plastic w/ All Members Reinforced Raised Panel ABS Plastic-clad Aluminum ABS Plastic w/ Foam-filled Insulation Skin ABS Plastic w/ Horizontal Members Reinforced Aluminum ABS Plastic w/ Reinforcement - Interlock Fiberglass ABS Plastic Galvanized Steel ABS Plastic w/ Reinforcement - Partial Steel ABS Plastic w/ Vertical Members Reinforced Wood ABS Plastic-clad Wood Vinyl Steel Vinyl w/ All Members Reinforced Panel Vinyl-clad Aluminum Fiberglass Vinyl w/ Foam-filled Insulation Plastic Vinyl w/ Horizontal Members Reinforced Wood - Plywood Vinyl w/ Reinforcement - Interlock Wood - Solid Vinyl w/ Reinforcement - Partial Vinyl w/ Vertical Members Reinforced Sub-Structure Vinyl-clad Wood Galvanized Steel Vinyl Steel Aluminum / Wood composite Wood Wood Vinyl Vinyl / Wood composite Fiberglass/Wood Combination Core Fill Composite/Wood Composite (Shaped vinyl/wood composite members) Cellular - Honeycomb Copper Clad Wood Expanded Polystyrene Vinyl/Wood Composite Material Polyisocyanurate

Polyurethane Tint Codes Wood - Plywood Azurlite Wood - Solid

Spacer Types (See sealant) Blue Extruded Polystyrene Aluminum Bronze Aluminum (Thermally-broken) Clear Spacer Sealant Aluminum-reinforced Polymer Evergreen Dual Seal Spacer System Aluminum / Wood Gold Single Seal Spacer System Aluminum-reinforced Butyl (Swiggle) Green Aluminum / Foam / Aluminum Gray Grid Description Aluminum U-shaped Low 'e' Coating No Muntins Aluminum-Butyl (Corrugated) (Duraseal) Other (use comment field) Grids between glass EPDM Reinforced Butyl Solar or Reflective Coating Simulated Divided Lites Fiberglass Roller Shades between glazing True Muntins Glass Silver (reflective coating) Organic Foam Suspended Polyester Film Duralite Silver Grid Size Codes Polyurethane Foam Blinds between the Glazing Blank for no grids Stainless Steel, U-shaped Dynamic Glazing-Variable Grids < 1" Coated Steel, U-shaped (Intercept) Dynamic Glazing-NonVariable Grids >= 1" Steel (Thermally-broken) Steel / Foam / Steel Gap Fill Codes Steel-reinforced Butyl Air Thermal Breaks Steel U-channel w/ Thermal Cap Argon/Krypton Mixture Foam Stainless Steel Argon / Krypton / Air Urethane Coated Steel Argon/Air Vinyl Thermo-plastic Carbon Dioxide Fiberglass Wood Krypton/Air Other Elastomeric Silicone Foam Sulfur Hexaflouride ABS Silicone Foam Xenon/Krypton/Air Neoprene Silicone / Steel Xenon/Argon/Air Air Not Applicable Xenon/Air Not Applicable

Not Applicable PolyamideN P

XE3 AI

XEN N

SS

SF6 AB

TS Thermo-plastic w/ stainless steel substrate

ZS

N

ZF XE2 NE

ZE

CO2 FB

WD KRY O

TP

AR3 U

CS ARG V

Appendix A: Description Table Abbreviations

CODE DOOR DETAILS

AI N

AL

AP CODE

AS EM

AT FL

AU LF

AV LH

AW LQ

FG LT

PA RP

PC

PF CODE

PH AL

PI FG

PL GS

PP ST

PV WD

PW VY

ST

VA CODE

VC FG

VF PL

VH WP

VI WS

VP

VV CODE

VW GS

VY ST

WA WD

WD VY

WV

WF CODE

WC CH

CW EP

CO PI

PU

CODE WP

AZ WS

BL XP

BZ

A2 CL CODE

A1

A3 EV D

A4 GD S

A5 GR

A6 GY CODE

A7 LE N

A8 OT G

ER RC S

FG RG T

GL RS

OF SF

P1 SR CODE

PU BG

SU DV 0.75

CU DY 1.5

S2

S3 CODE

S5 AIR CODE

S6 AR2 F

CODE

Appendix B: Drawings

NFRC U-FACTOR, SHGC, VT, &

CONDENSATION RESISTANCE

COMPUTER SIMULATION REPORT

Rendered to:

YKK AP AMERICA

SERIES/MODEL:

YHC 300 OG Curtain Wall

Report Number:

Report Date:

D5331.02-116-45 03/10/14 phone: 717-764-7700

NFRC U-FACTOR, SHGC, VT, & CONDENSATION RESISTANCE

COMPUTER SIMULATION REPORT

Rendered to:

YKK AP AMERICA

1229 Highway 441 Bypass Dublin, Georgia 31021

Report Number:

Simulation Date:

Report Date:

Project Summary:

Standards:

Software:

Simulations Specimen Description:

Series/Model: YHC 300 OG Curtain Wall Type: Glazed Wall System, Curtain Wall Frame Material: AU Thermally Improved Sash Material: NA Not Applicable Standard Size: 2000mm x 2000mm

D5331.02-116-45 03/10/14 03/10/14

Architectural Testing, Inc. was contracted to perform U-Factor, Solar Heat Gain Coefficient, Visible Transmittance, and Condensation Resistance* computer simulations in accordance with the National Fenestration Rating Council (NFRC). The products were evaluated in full compliance with NFRC requirements to the standards listed below.

*NFRC's Condensation Resistance rating is NOT equivalent to a Condensation Resistance Factor (CRF) determined in accordance with AAMA 1503.

NFRC 100-2010: Procedure for Determining Fenestration Product U-Factors NFRC 200-2010: Procedure for Determining Fenestration Product Solar Heat Gain

Coefficient and Visible Transmittance at Normal Incidence NFRC 500-2010: Procedure for Determining Fenestration Product Condensation

Resistance Values

Frame and Edge Modeling: THERM 6.3.46 Center-of-Glass Modeling: WINDOW 6.3.74 Total Product Calculations: WINDOW 6.3.74 Spectral Data Library: IGDB 31.0 phone: 717-764-7700

Modeling Assumptions/Technical Interpretations:

1) To prevent air infiltration, tape was applied to all interior sash crack locations.

2) This product is available in either a painted or anodized finish. These two finish types can be grouped in accordance with NFRC 100-2010, Section 4.2.1.L. The painted finish was simulated since it is the worst case (highest emissivity). The test sample was painted aluminum.

3) The center-line modeling approach was conducted using the horizontal intermediate for the head and sill models, and the vertical intermediate for the jambs. This procedure is outlined in the NFRC Simulation Manual, Section 8.10.

4) This product is available with a dry glazed or wet glazed sealant. These sealant variations were grouped for worst case performance in accordance with NFRC 100-2010, Section 4.2.1.M. The dry glazed version of this product was simulated as the group leader since it is the worst case (highest conductivity).

Specialty Products Table:

SHGC = SHGC0 + SHGCc (SHGC1 - SHGC0) VT = VT0 + VTc (VT1 - VT0)

Validation Matrix:

The specialty products method allow the manufacturer to…