Installation Guide

ManualsBrandsClearView GLASS RAILINGS ManualsDeck Railing SystemsClearView Glass Railings 60 in. x 39.37 in. Tempered Laminated Hercules Glass Panel with Spigots

GLASS RAILINGS

ClearViewClearView

GLASS RAILINGS

Wood Deck

Installation

We suggest using 3/8”

diameter x 4” ASTM A307

Grade A structural bolts and

ﬂat washer

. ASTM A307

Grade A structural bolts and

washer should be cadmium

plated or stainless steel so

they do not rust. RSS Rugged

Structural Screws by GRK (see

next page) can also be used.

Lag bolts must be installed

into rim joists or lam beam or

properly blocked sub structure.

If lag bolts are attached to deck

planks only failure will occur as

a result of improper installation.

Improper installation and failure

may result in injuries or death.

Do it once and do it right!

INSTALLATION WITH

TWO OR THREE SPIGOTS

2 Spigot Installation

Will withstand wind gusts up

to 115 mph.

3 Spigot Installation

Will withstand hurricane

force winds.

Sheet

X of X

Chris Hartnett &

Associates Preservation

Engineers

521 S. 9th St. #2

Minneapolis, MN 55404

Revisions

date

Project #

Scale

Project:

Address:

I hereby certify that this drawing was prepared by me or

under my direct supervision and that I am a duly Licensed

Professional Engineer under the laws of the state of

Minnesota.

Chris A. Hartnett

License # 4237

1 of 1

CLEAR VIEW GLASS

RAILING

737 QUENTIN AVE S.

LAKELAND, MN 55403

Connection: (4) 3/8" x

4" lag bolts into (3)

2x10 boards x 10"

long.

For exterior: recommend that

bolt be galvanized or

stainless steel for durability

Spigot

GENERAL NOTES:

1. THIS GUARDRAIL SYSTEM IS IN COMPLIANCE WITH THE 2014 AND 2017

INTERNATIONAL BUILDING CODE (IBC) SECTION 1607.8. IT IS ALSO IN

ACCORDANCE WITH 2015 IBC SECTION 2407 THAT REQUIRES ALL-GLASS

HANDRAILS AND GUARDS BE "LAMINATED GLASS CONSTRUCTED OF

FULLY TEMPERED OR HEAT-TREATED GLASS".

2. CONNECTION TO DECK SHOWN (4) 3/8" LAG BOLTS THROUGH DECK TO

(3) 2X10 BOARDS, MEETS IBC DECK REQUIREMENTS FOR A 200 POUND

POINT LOAD OR 500 POUND LINE LOAD AT ANY PLACE ON PANEL.

LOADING TO BE EITHER VERTICAL OR HORIZONTAL BUT NOT

SIMULTANEOUS.

2. WHEN THREE SPIGOTS ARE USED, THIS PRODUCT COMPLIES WITH THE

REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES (HVHZ).

3. SPIGOTS TO BE 316 STAINLESS STEEL.

4. CONNECTION TO BUILDING VARY BY PROJECT, TO BE DESIGNED BY

PROJECT ENGINEER. CONNECTION TO WOOD STAIR STRINGER IS

DESIGNBED AND SHOWN HEREIN.

5. THE ABIILITY OF THE EXISTING HOST STRUCTURE TO SAFELY

SUPPORT THE LODS SHALL BE DETERMINED BY THE PROJECT

ENGINEER.

6. MECHANICAL FASTENERS, AS SHOWN.

36" or 42"

12"

36"

SPIGOT CONNECTION TO GLASS

2 3/8"

1 1/4"

1 1/2"

Connection to base

material varies.

NOTE: Panels in high wind coastal areas require

three spigot, all other areas require two.

Part Number

Product Name

Spigot Size

Spigot Weight

Glass Thickness/

Dimensions/Weight

(per panel

Accessories

Included

CVGR 316 SSOD48-180

Satin Finish

Round Deck Mount

Spigot

1.9" diameter x 7.1" tall

5.5 pounds

13.5 mm/60" wide x

39.37" tall/ 98.5 pounds

Base Cover, Rubber

Gasket

Wood stringer beyond

CVGR Spigot Attachment to Wood Deck (additional instructions)

Connection: (4) 3/8” Lag Bolts

Wood joist beyond

GENERAL NOTES:

1. IBC REQUIREMENTS 2407.1.1 (2018 IBC) REQUIRES ALL GLASS HANDRAILS AND GUARDS BE LAMINATED, FULLY TEMPERED OR HEAT TEMPERED

LIKE CLEARVIEW GLASS RAILINGS’ HERCULES GLASS.

2. CONNECTION TO DECK SHOWN (4) 3/8” LAG BOLTS THROUGH DECK TO (3) 2X10 BOARDS, MEETS IBC DECK REQUIREMENTS FOR A 200 POUND

POINT LOAD OR 50 POUND LINE LOAD AT ANY PLACE ON PANEL. LOADING TO BE EITHER VERTICAL OR HORIZONTAL BUT NOT SIMULTANEOUS.

3. WHEN THREE SPIGOTS ARE USED, THIS PRODUCT COMPLIES WITH THE REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES (HVHZ).

4. SPIGOTS TO BE 316 STAINLESS STEEL.

5. CONNECTION TO STRUCTURE VARIES BY PROJECT AND IS TO BE DESIGNED BY THE PROJECT ENGINEER. THE ABILITY OF THE EXISTING HOST

STRUCTURE TO SAFELY SUPPORT THE LOADS SHALL BE DETERMINED BY THE PROJECT ENGINEER.

6. MECHANICAL FASTENERS, AS SHOWN.

See Page 4 for Concrete Attachment

Summary of content (13 pages)

PAGE 1
C TM INSTALLATION WITH TWO OR THREE SPIGOTS ® G GLASS RAILINGS See Page 4 for Concrete Attachment 2 Spigot Installation Wood Deck Installation Will withstand wind gusts up to 115 mph. We suggest using 3/8” diameter x 4” ASTM A307 Grade A structural bolts and flat washer. ASTM A307 Grade A structural bolts and washer should be cadmium plated or stainless steel so they do not rust. RSS Rugged Structural Screws by GRK (see next page) can also be used.
PAGE 2
C TM ® G GLASS RAILINGS INSTALLATION WITH TWO OR THREE SPIGOTS 2 SPIGOT INSTALLATION Will Withstand Wind Gusts up to 115 MPH 3 SPIGOT INSTALLATION Will Withstand Hurricane Force Winds Wood Deck Installation We suggest using 3/8” diameter x 3.5” ASTM A307 Grade A structural bolts and flat washer. ASTM A307 Grade A structural bolts and washer should be cadmium plated or stainless steel so they do not rust. Lag bolts must be installed into rim joists or lam beam or properly blocked sub structure.
PAGE 3
ACCORDANCE WITH 2015 IBC SECTION 2407 THAT REQUIRES ALL-GLASS 2. CONNECTION TO DECK SHOWN (4) 3/8" LAG BOLTS THROUGH DECK TO (3) 2X10 IBC DECK REQUIREMENTS FOR A 200 POUND 3. SPIGOTS TOBOARDS, BE 316 MEETS STAINLESS STEEL. POINT LOAD OR 500 POUND LINE LOAD AT ANY PLACE ON PANEL. 4. CONNECTION TOBE STRUCTURE VARIESOR BYHORIZONTAL PROJECT. THE OF THE EXISTING HOST LOADING TO EITHER VERTICAL BUTABILITY NOT SIMULTANEOUS. STRUCTURE TO SAFELY SUPPORT THE LOADS SHALL BE DETERMINED BY THE 2.
PAGE 4
ClearView Glass Railings® Attachment to Concrete CVGRailings spigot baseplate is about 4” diameter. With this, we have come up with the following: We are specifying an adhesive anchor system by HILTI: 3/8” diameter HIT-Z anchor, with their HY200-R adhesive. Effective embedment = 2 3/8”. HILTI has many anchors and it is important that they use this exact anchor. We have attached the HILTI report that describes this design.
PAGE 5
Hilti PROFIS Engineering 3.0.68 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Apr 5, 2021 Page: Specifier: E-Mail: Date: 1 4/5/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HIT-Z 3/8 Item number: 2018440 HIT-Z 3/8" x 4 3/8" (element) / 2022793 HIT-HY 200-R (adhesive) Effective embedment depth: hef,opti = 2.375 in. (hef,limit = 4.500 in.
PAGE 6
Hilti PROFIS Engineering 3.0.68 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Page: Specifier: E-Mail: Date: | Concrete - Apr 5, 2021 2 4/5/2021 1.1 Design results Case Description 1 Combination 1 Forces [lb] / Moments [in.lb] Seismic Max. Util.
PAGE 7
Hilti PROFIS Engineering 3.0.68 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Page: Specifier: E-Mail: Date: | Concrete - Apr 5, 2021 3 4/5/2021 3.1 Steel Strength Nsa = ESR value f Nsa ³ Nua refer to ICC-ES ESR-3187 ACI 318-08 Eq. (D-1) Variables 2 Ase,N [in. ] futa [psi] 0.08 94,200 Calculations Nsa [lb] 7,306 Results Nsa [lb] f steel f Nsa [lb] Nua [lb] 7,306 0.650 4,749 910 3.2 Pullout Strength Npn = Np f Npn ³ Nua refer to ICC-ES ESR-3187 ACI 318-08 Eq.
PAGE 8
Hilti PROFIS Engineering 3.0.68 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Page: Specifier: E-Mail: Date: | Concrete - Apr 5, 2021 4 4/5/2021 3.3 Concrete Breakout Failure Ncbg = (AA ) y Nc Nc0 ec,N y ed,N y c,N y cp,N Nb ACI 318-08 Eq. (D-5) f Ncbg ³ Nua ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 2 = 9 hef y ec,N = ( 1 ' 1+ 2 eN 3 hef ) ACI 318-08 Eq. (D-6) £ 1.0 ACI 318-08 Eq. (D-9) y cp,N c (1.5h ) £ 1.0 c 1.5h = MAX( , 1.
PAGE 9
Hilti PROFIS Engineering 3.0.68 www.hilti.
PAGE 10
Hilti PROFIS Engineering 3.0.68 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Page: Specifier: E-Mail: Date: | Concrete - Apr 5, 2021 6 4/5/2021 4.2 Pryout Strength (Concrete Breakout Strength controls) Vcpg [(AA ) y Nc = kcp Nc0 y ed,N y c,N y cp,N Nb ec,N ] f Vcpg ³ Vua ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) 2 ANc0 = 9 hef y ec,N = ( 1 ' 1+ 2 eN 3 hef ) £ 1.0 ACI 318-08 Eq. (D-9) y cp,N Nb = kc l a,min ACI 318-08 Eq.
PAGE 11
Hilti PROFIS Engineering 3.0.68 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Apr 5, 2021 Page: Specifier: E-Mail: Date: 7 4/5/2021 6 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2018, ETAG 001/Annex C, EOTA TR029 etc.).
PAGE 12
Hilti PROFIS Engineering 3.0.68 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Page: Specifier: E-Mail: Date: | Concrete - Apr 5, 2021 8 4/5/2021 7 Installation data Anchor type and diameter: HIT-HY 200 + HIT-Z 3/8 Item number: 2018440 HIT-Z 3/8" x 4 3/8" (element) / Profile: Round bars (AISC), 2 1/2; (L x W x T) = 2.500 in. x 2.500 in. 2022793 HIT-HY 200-R (adhesive) Hole diameter in the fixture (pre-setting) : df = 0.438 in. Maximum installation torque: 177 in.
PAGE 13
Hilti PROFIS Engineering 3.0.68 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Apr 5, 2021 Page: Specifier: E-Mail: Date: 9 4/5/2021 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc.