RICE ENGINEERING

105 School Creek Trail | Luxemburg, WI 54217 (P) 920.617.1042 | (F) 920.617.1100

Panel Grip 2 - Fascia Mount Guardrail

Testing to Conform ASTM E985

Project Location:

Milwaukee, Wisconsin

Prepared for:

R&B Wagner, Inc. - Milwaukee, WI REI Project # R16-02-285 5/17/2016

Disclaimer:

This Certification is limited to the structural design of

structural components of this handrail or divider system.

It does NOT include responsibility for:

• Structural design of misc. hardware (latches, hinges, etc.).

• Structural design of concrete slabs and other masonry units

• Structural design of wood blocking or wood framing

• Structural design of all other anchorage substrates

• Glass breakage due to airborne debris or foreign objects

• The manufacture, assembly, or installation of the system.

• Quantities of materials or dimensional accuracy of drawings

Cover Page 1 of 2

Engineer Prepared And Witnessed Approval Stamp:

Pr��ect Sc�pe�

Rice E�gi�eeri�g was c �tacted by R&B Wag�er� I�c� t wit�ess testi�g f their Pa�e� Grip 2 fascia sh e guardrai� syste � specifica��y the a u�t f def�ecti � that w u�d ccur i�!

3#4% thic& � �ithic te pered g�ass

3#4% thic& te pered SGP �a i�ated g�ass

3#4% thic& te pered PVB �a i�ated g�ass

5#8% thic& te pered SGP �a i�ated g�ass (Thic& -ut)� 5#8% thic& te pered SGP �a i�ated g�ass (Thi� -ut)

5#8% thic& te pered PVB �a i�ated g�ass (Thic& -ut)� 5#8% thic& te pered PVB �a i�ated g�ass (Thi� -ut)

21�5 thic& te pered SGP �a i�ated g�ass

21�5 thic& te pered PVB �a i�ated g�ass

Whe� pu��ed t desig� � ads as described i� AST1 E985�

-� 1arch 29� 2016 Tauri� Garcia� P�E� f Rice E�gi�eeri�g wit�essed testi�g f r the �i�e differe�t c �figurati �s� The testi�g was perf r ed �5site at the R&B Wag�er faci�ity a�d was c �ducted by 6e��y Bauser a� a�d 7usti� Wesser�

This rep rt is ��y i�te�ded t a�a�y8e the def�ecti � f the vari us g�ass types� The structura� i�tegrity f the base sh e� a�ch rs a�d a�ch r substrate is utside the sc pe f this rep rt� It sh u�d be � ted that up � bservati �� � visua� da age t the sh e� a�ch rs r c �crete barrier was bserved after a�� testi�g was c p�eted�

C� c�usi� s�

See sheets! A3 53#4% thic& � �ithic te pered g�ass� A5 5 3#4% thic& te pered SGP �a i�ated g�ass� A7 5 3#4% thic& te pered PVB �a i�ated g�ass� A9 – 5#8% thic& te pered SGP �a i�ated g�ass (Thic& -ut)� A11 5 5#8% thic& te pered SGP �a i�ated g�ass (Thi� -ut)� A13 5 5#8% thic& te pered PVB �a i�ated g�ass (Thic& -ut)� A15 5 5#8% thic& te pered PVB �a i�ated g�ass (Thi� -ut)�A17 521�5 thic& te pered SGP �a i�ated g�ass a�d A19 521�5 thic& te pered PVB �a i�ated g�ass�

RICE ENGINEERING

105 School Creek Trail | Luxemburg, WI 54217 (P) 920.617.1042 | (F) 920.617.1100

Panel Grip 2 - Fascia Mount Guardrail

Testing to Conform ASTM E985

Project Location:

Milwaukee, Wisconsin

Prepared for:

R&B Wagner, Inc. - Milwaukee, WI REI Project # R16-02-285 5/17/2016

Disclaimer:

This Certification is limited to the structural design of

structural components of this handrail or divider system.

It does NOT include responsibility for:

• Structural design of misc. hardware (latches, hinges, etc.).

• Structural design of concrete slabs and other masonry units

• Structural design of wood blocking or wood framing

• Structural design of all other anchorage substrates

• Glass breakage due to airborne debris or foreign objects

• The manufacture, assembly, or installation of the system.

• Quantities of materials or dimensional accuracy of drawings

Cover Page 2 of 2

Engineer Prepared And Witnessed Approval Stamp:

Page: Description: Date: Revision:

A1 Master Table

-3/4” thick monolithic

tempered glass

-3/4” thick tempered SGP

laminated glass

-3/4” thick tempered PVB

laminated glass

-5/8” thick tempered SGP

laminated glass (Thick Out)

-5/8” thick tempered SGP

laminated glass (Thin Out)

-5/8” thick tempered PVB

laminated glass (Thick Out) -

5/8” thick tempered PVB

laminated glass (Thin Out)

5/6/16

A2 Master Table

21.5 mm SGP Glass

21.5 mm PVB Glass

5/6/16

A3 Railing System Load /

Deflection Testing

3/4” monolithic glass

5/6/16

A4 Test Photos

3/4” monolithic glass

A5 Railing System Load /

Deflection Testing

3/4” SGP Glass

5/6/16

A6 Test Photos

3/4” SGP Glass

5/6/16

A7 Railing System Load /

Deflection Testing

3/4” PVB Glass

5/6/16

A8 Test Photos

3/4” PVB Glass

5/6/16

Page: Description: Date: Revision:

A9 Railing System Load /

Deflection Testing

5/8” SGP Glass (Thick Out)

5/6/16

A10 Test Photos

5/8” SGP Glass (Thick Out)

5/6/16

A11 Railing System Load /

Deflection Testing

5/8” SGP Glass (Thin Out)

5/6/16

A12 Test Photos

5/8” SGP Glass (Thin Out)

5/6/16

A13 Railing System Load /

Deflection Testing

5/8” PVB Glass (Thick Out)

5/6/16

A14 Test Photos

5/8” PVB Glass (Thick Out)

5/6/16

A15 Railing System Load /

Deflection Testing

5/8” PVB Glass (Thin Out)

5/6/16

A16 Test Photos

5/8” PVB Glass (Thin Out)

5/6/16

A17 Railing System Load /

Deflection Testing

21.5 mm SGP Glass

5/6/16

A18 Test Photos

21.5 mm SGP Glass

5/6/16

A19 Railing System Load /

Deflection Testing

21.5 mm PVB Glass

5/6/16

A20 Test Photos

21.5 mm SGP Glass

5/6/16

Sheet A1

Sheet A2

Sheet A3

Sheet A4

Sheet A5

Sheet A6

Sheet A7

Sheet A8

Sheet A9

Sheet A10

Sheet A11

Sheet A12

Sheet A13

Sheet A14

Sheet A15

Sheet A16

Sheet A17

Sheet A18

Sheet A19

Sheet A20