APPROVED PLN BLD BLD2020-1012+Calculations+9.29.2020_10.04.32_AMH&G Talon Glass Baluster
VI E W R A I L
Test Report
OFFICIAL TEST REPORT
(FBC, IBC: 2012, 2015, 2018, ANSI Z97.1, ASTM E2353 — E2358)
March 27, 2020
A A A A A A Report Number: Viewrail-07-2020 Rev 2
Manufacturer: Viewrail
Test Location: 2436 Dierdorf Road
Goshen, IN 46526
Product Under Test: H&G Talon:
• Surface Mount
- Top Rail
- Stabilizer Clips
• Side Mount
- Top Rail
- Stabilizer Clips
Test Witnessed By: Michael Hudson, P.E.
JJ. Johnson (Manufacturer)
8 �
The H&G Talon System is an interior glass rail/ guard/balustrade assembly with full view glazing material that is a point
and clamp supported with or without a structural top rail.
Notes
This report does not purport to address all possible impact and load cases that could result in railing system or glazing failure. If additional load or
impact case testing is required by the qualified licensed engineer, please contact the Manufacturer.
For external installations the wind loads and glass stress must be calculated and accounted for by a qualified licensed engineer in charge of the
fixed work. Further, If the system will be installed in exterior locations, corrosion and deterioration testing is required.
The test results herein are intended to assist a qualified licensed engineer in developing a code compliant guard that meets the applicable
requirements of 2012, 2015, and 2018 International Building Code and state codes adopted from the IBC codes. This report is not intended to
demonstrate the code compliance of an installation but is only to be utilized by the qualified licensed engineer in charge in analyzing the glass
stresses and anchorage.
Report Number: View rai1-07-2020 Rev 02 [Mar 27, 2020] Page 1 of 53
V I E W R A I L
Table of Contents
H&G Talon Glass Baluster
Test Report
SignaturePage........................................................................................................................................................................ 3
Referenced Codes and Standards...........................................................................................................................................4
Railing System Components and Hardware............................................................................................................................5
GlazingMaterial..................................................................................................................................................................5
Componentsand Hardware................................................................................................................................................5
ASTMSystem Classification....................................................................................................................................................6
H&G Talon: Surface Mount with Top Rail l.....................................................................................................................
6
H&G Talon: Surface Mount with Stabilizer Clips...........................................................................................................
6
H&G Talon: Side Mount with Top Rail3..........................................................................................................................
7
H&G Talon: Side Mount with Stabilizer Clips4................................................................................................................7
Instrumentation...................................................................................................................................................................... 8
TestPreparation......................................................................................................................................................................9
H&G Talon System — Surface Mount with Top Rail.........................................................................................................
9
H&G Talon System — Surface Mount with Stabilizer Clips..............................................................................................9
H&G Talon System — Side Mount with Top Rail..............................................................................................................
9
H&G Talon System — Side Mount with Stabilizer Clips...................................................................................................9
Calculated Permissible Deflection........................................................................................................................................10
AttachmentMethod.............................................................................................................................................................12
TestResults...........................................................................................................................................................................13
H&G Talon System with Top Rail — Surface Mount...........................................................................................................13
H&G Talon System with Stabilizer Clips — Surface Mount................................................................................................15
H&G Talon System with Top Rail — Side Mount................................................................................................................17
H&G Talon System with Stabilizer Clips — Side Mount.....................................................................................................19
Appendix A: Glazing Impact Test Report.............................................................................................................................
21
Appendix B: System Components and Drawings.................................................................................................................26
Appendix C: Manufacturer's Published Installation Instructions........................................................................................36
Appendix D: UES Report for U2 Fasteners...........................................................................................................................41
Appendix E: Hilti Concrete Anchor Technical Information..................................................................................................48
RevisionTable.......................................................................................................................................................................53
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 2020] Page 2 of 53
H&G Talon Glass Baluster
VI E W R A I L
Signature Page
Test Report
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Mhudson.bsme@yahoo.com
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 2020] Page 3 of 53
H&G Talon Glass Baluster
V I E W R A I L Test Report
Referenced Codes and Standards
c , I ASTM International
mrrw�naua
E2353 - 16 Standard Test Methods for Performance of Glazing in Permanent Railing Systems, Guards, and Balustrades'
E935 - 13El Standard Test Methods for Performance of Permanent Metal Railing Systems and Rails for Buildings2
E2358 - 17 Standard Specification for Performance of Glazing in Permanent Railing Systems, Guards, and Balustrades'
E2025 — 99 Standard Test Method for Evaluating Fenestration Components and Assemblies for Resistance to Impact Energies3
1. This standard is issued under the fixed designation E2353; the number immediately following the designation indicates the year of original adoption or, in the case of
revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (') indicates an editorial change since the last revision
or reapproval. Current edition approved Feb. 15, 2016. Published March 2016. Originally approved in 2004. Last previous edition approved in 2014 as E2353 — 14.
DOI:10.1520/E2353-16.
2. This standard is issued under the fixed designation E935; the number immediately following the designation indicates the year of original adoption or, in the case of revision,
the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (') indicates an editorial change since the last revision or
reapproval.
Ei NOTE —Section 1.2 was editorially revised in October 2013.
3. This standard is issued under the fixed designation E2025; the number immediately following the designation indicates the year of original adoption or, in the case of
revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (") indicates an editorial change since the last revision
or reapproval.
(Reapproved2006)
NOTICE: This standard has been withdrawn, however other active standards still reference this standard.
4. This standard is issued under the fixed designation E2358; the number immediately following the designation indicates the year of original adoption or, in the case of
revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (') indicates an editorial change since the last revision
or reapproval. This specification is under the jurisdiction of ASTM Committee E06 on Performance of Buildings and is the direct responsibility of Subcommittee E06.56 on
Performance of Railing Systems and Glass for Floors and Stairs. Current edition approved Aug. 1, 2017. Published September 2017.Originally approved in 2004. Last
previous edition approved in 2010 as E2358 — 04(2010). DOI: 10.1520/E2358-17.
American National Standards Institute
Z97.1-2015 For safety glazing materials used in buildings —safety performance specifications and methods of
test
itConsumer Product Safety Commission
16 CFR Ch. 11 part 1201 - Safety Standard for Architectural Glazing Materials
(1-1-12 Edition)
INTERNATIDNAL
CODE International Code Council
CUUNGIC
2018, 2015, and 2012 International Building Code (IBC)
2018, 2015, and 2012 International Residential Code' (IRC)
American Wood Council
National Design Specification (NDS0) for Wood Construction - 2018
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 2020] Page 4 of 53
H&G Talon Glass Baluster
VI E W R A I L
Railing System Components and Hardware
Glazing Material
Test Report
Manufacturer: ViewRail —Goshen, Indiana
Overall Glazing Thickness: %:" (Nominal)
Glazing Type: Tempered Transparent Glass (TTG)
Thickness Standard: ASTM C1036
CPSC 16 CFR Part 1201 Category: Ill
ANSI Z97.1 Class: Al
1
Intertek Test Report Number K1004.02-119-37 (See Appendix A)
Glazing material has been tested and shown to meet the following minimum material requirements:
Category II (CPSC 16 CFR Part 1201)
Class A (ANSI Z97.1 Class)
As required by:
Section 2407.1 of IBC (2018, 2015, 2012)
Section R308.4 of IRC (2018, 2015, 2012)
Section 3.3.1 of ICC-ES AC439
Substitution Note: In accordance with ASTM E2358-17, section 8:
8. Permissible Variations and Substitutions:
8.2 Laminated glass shall be permitted to be substituted for tempered glass provided the structural loads (frame
loads) are met and the nominal thickness is achieved with a minimum interlayer capable of passing ANSI Z97.1 Class A.
Components and Hardware
Component and assembly drawings contained in Appendix B. The glass rail, guard, and balustrade assembly was installed in
the test fixture in accordance with the manufacturers written installation instructions as contained in Appendix C. All test specimens
were conditioned as required by ASTM E2353-16 prior to testing.
Substitution Note: In accordance with ASTM E2358-17, section 8
8. Permissible Variations and Substitutions:
8.4 Larger systems shall qualify smaller systems provided there is no change to the attachment, anchoring or any
other property that would decrease the structural performance of the system.
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 2020] Page 5 of 53
H&G Talon Glass Baluster
VI E W R A I L
Test Report
ASTM System Classification
The Side Mount Post -Universal Top railing system has a classification of Type III (FIG 5b) system as defined by ASTM E2358-17
Product Configuration I ASTM E2358-17 Type Classification
H&G Talon: Surface Mount with Top Rail'
H&G Talon: Surface Mount with Stabilizer Clips2
i
-----------------------
'The H&G Surface Talon railing system with Top Rail is a hybrid Edge Clamping Point Supported Glazing System classification of Type III (FIG 5b) and of Type V (FIG
7 b) as defined by ASTM E2358-17 but with an attached structural top rail:
FIG. 5 b Type ill: Edge Clamping Glazing System —Glazing as Tn-
flll (ccnfr:ueq
FIG- 7 b Type V: 6na-&Ido SuppaI with Protective Top Rail —
Glazing as Structural Wrnbor WvrJnued)
2The H&G Surface Talon railing with Stabilizer Clips is a hybrid Edge Clamping Point Supported Glazing System classification of Type III (FIG 5b) and of Type V (FIG
7 a) as defined by ASTM E2358-17 but without an attached structural top rail:
FIG. 5 b Type ill: Edge Clamping Glazing System lazing as fn-
tlll (ecntawLq
%I %f
FIG. 7 a Type V: One -side Support —Glazing as
Structural Member
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 2020] Page 6 of 53
H&G Talon Glass Baluster
VI EWRAI
Test Report
Product Configuration ASTM E2358-17 Type Classification
H&G Talon: Side Mount with Top Rail3
H&G Talon: Side Mount with Stabilizer ClipS4
l J if 7T
3The H&G Side Mount Talon system with Top Rail is a hybrid classification of Type III (FIG 5 b) and Type V (FIG 7 b) systems as defined by ASTM E2358-17 with a
structural top rail:
' 1
FIG. 5 b Type ill: Edge Clamping Glazing System --Glazing as Sn-
flll (ccnt#ued)
f f!
FIG- 7 b Type V: One -side Support with Proteclive Top Rail
Glazing as Structural Member (earo rod)
4The H&G Side Mount Talon system with Stabilizer Clips is a hybrid classification of Type V (FIG 7 a) and Type III (FIG 5 n) systems as defined by ASTM E2358-17
without a structural top rail:
FIG. 5 b Type ill: Edge Clamping Glazing System —Glazing as In -
fill (cent#wed)
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201
FIG. 7 a Type V: One -side Support —Glazing as
Structural Member
Page 7 of 53
H&G Talon Glass Baluster
V I E W R A I L
Instrumentation
Test Report
Equipment Description
Manufacturer
Model/Part Number
Load Cell
Zemic
1-13-0-1.5t-36
Digital Readout
Scientific Industries
FB 10k
Laser Deflection Sensor
Keyence
IL-300
Actuator
McMaster -Carr
6211K74
Note
All test instruments were calibrated and are traceable to the International System of Units (SI) through the National Institute of Standards and Technology (NIST)
or another National Measurement Institute or through consensus standards. ViewRail calibration providers meet the requirements of ISO 17025:2005.
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 2020] Page 8 of 53
H&G Talon Glass Baluster
VI E W R A I L
Test Preparation
Test Report
Test Sequence (All tests performed on a single specimen in the order specified by ASTM E2353-16 and ASTM E935-13)
H&G Talon System — Surface Mount with Top Rail
1. Infill Load Test
Vertical Edge of Center Lite
i. 4" x 4"
ii. 12"x12"
2. Concentrated Load Test
i. Horizontal - Mid -Span of Handrail
H&G Talon System — Surface Mount with Stabilizer Clips
1. Infill Load Test
Vertical Edge of Center Lite
i. 4" x 4"
ii. 12" x 12"
2. Concentrated Load Test
i. Horizontal - Mid -Span of Handrail
H&G Talon System — Side Mount with Top Rail
1. Infill Load Test
Vertical Edge of Center Lite
i. 4" x 4"
ii. 12"x12"
2. Concentrated Load Test
Horizontal — Mid -Span of Handrail
H&G Talon System — Side Mount with Stabilizer Clips
1. Infill Load Test
Vertical Edge of Center Lite
i. 4" x 4"
ii. 12" x 12"
2. Concentrated Load Test
Horizontal — Mid -Span of Handrail
Report Number: View rai1-07-2020 Rev 02 [Mar 27, 2020] Page 9 of 53
H&G Talon Glass Baluster
V I E W R A I L
Test Report
Calculated Permissible Deflection
Permissible deflection under load per ASTM 2358-17 calculated under worst case conditions (lowest h or / value):
Configuration: H&G Surface Mount Talon System with Top Rail
164
r
Maximum Permissible Deflection
Horizontal Load Applied at Rail Mid -Span
Load Applied at Line of Vertical Support
Vertical Load Applied at Rail Mid -Span
h/24 + 1/96
h/12
1/96
(36"/24) + (164"/96)
36"/12
164"/96
1.5" + 1.7"
3.0"
1.7"
3.2„
Configuration: H&G Surface Mount Talon system with Stabilizer Clips
54
36
—
Maximum Permissible Deflection
Horizontal Load Applied at Rail Mid -Span
Load Applied at Line of Vertical Support
Vertical Load Applied at Rail Mid -Span
h/24 + 1/96
(36"/24) +(54"/96)
1.83" + 0.56"
2.4"
h/12
36"/12
3.0"
1/96
54"/96
0.56"
Report Number: View rai1-07-2020 Rev 02 [Mar 27, 2020] Page 10 of 53
H&G Talon Glass Baluster
VI E W R A I L
Test Report
Configuration: H&G Side Mount Talon System with Top Rail
164
44
P
Maximum Permissible Deflection
Horizontal Load Applied at Rail Mid -Span
Load Applied at Line of Vertical Support
Vertical Load Applied at Rail Mid -Span
h/24 + 1/96
h/12
1/96
(44"/24) + (164"/96)
44"/12
164"/96
1.83" + 1.7"
3.6"
1.7"
3.53"
Configuration: H&G Side Mount Talon System with Stabilizer Clips
54
i
44
P
fl
Maximum Permissible Deflection
Horizontal Load Applied at Rail Mid -Span
Load Applied at Line of Vertical Support
Vertical Load Applied at Rail Mid -Span
h/24 + 1/96
(44"/24) + (54"/96)
1.83" + 0.56"
2.4"
h/12
44"/12
3.6"
1/96
54"/96
0.56"
Report Number: View rai1-07-2020 Rev 02 [Mar 27, 2020] Page 11 of 53
H&G Talon Glass Baluster
VI E W R A I L
Test Report
Attachment Method
The H&G Surface and Side Mount Railing was secured to the test system through 3 — 2x12 pieces of Southern Yellow Pine (SG of
0.55 — 0.57 per AWC-NDS), Grade #1, Kiln Dried to a moisture content of < 19%, and Heat Treated.
Four- 5/16" x 4" Construction Screws (Addendum D) secure the surface mount foot to the test structure. Likewise, two-M12 x
180mm Bolts secure the side mount foot to the test system. The fasteners were installed in accordance with the Manufacturer's
installation instructions and any applicable evaluation reports and codes. Minimum required fastener end and edge distance and
spacing was observed. The test structure was pre -drilled as required by the fastener manufacturer to prevent splitting.
I
L—,
Cross Section: Surface Mount
Fastener Installation
Cross Section
Side Mount Fastener Installation
The mounting surface of the mounting feet were positioned entirely on the structural mounting surface to properly transfer any
loads imparted on the rail into the fixed work. Structural members forming the connection shall be designed in accordance with
the IRC or IBC.
Alternate Attachment Methods
Substitution Note: In accordance with ASTM E2358-17, section 8
8. Permissible Variations and Substitutions:
8.4 Larger systems shall qualify smaller systems provided there is no change to the attachment, anchoring or any
other property that would decrease the structural performance of the system.
Therefore mounting fastener and surface material substitutions are permitted as long as
the fastener/surface materials have equivalent structural performance.
Concrete Substate/Surfaces
The railing system can be mounted to concrete substrate/surfaces. It is the responsibility of the
qualified licensed engineer to select the appropriate hardware and evaluate the mounting
conditions to create a code compliant guard. Certified and tested concrete fasteners such as the
Hilti Quickbolt Expansion Anchors (Appendix F) are required for all code compliant installations.
11— r4 wis
di.trih, ion
o °
o °
0 0 � d Tan�ho, d
Report Number: View rai1-07-2020 Rev 02 [Mar 27, 2020] Page 12 of 53
rD
z
c
3
is
rD
rD
v
0
V
N
0
N
0
rD
0
N
v
N
V
N
0
N
0
Concentrated Horizontal Load: Rail Mid -span
Load
Directio
Horizontal
Load
dlfL
v
Measured
Permissible Deflection
Force
Deflection
I h/24+//96
[Ibf]
[mm] [in]
[in]
0
0 0
3.2
20
2.7 0.106
3.2
50
5.9 0.232
3.2
I Note: Force Applied Perpendicular to Rai at Mid -span
100
11 0.433
3.2
150
16 0.630
3.2
Concentrated Horizontal Load: Rail Mid -span
200
21.3 0.839
3.2
5
250
27.3 1.075
3.2
4.5
300
31 1.220
3.2
365
38.2 1.504
3.2
4
400
43.4 1.709
3.2
3.5 CalcWatcd MaximumPermissible Deflection
3
450
49.2 1.937
3.2
500
54.6 2.150
3.2
2.5
550
61.4 2.417
3.2
2
600
68.7 2.705
j 3.2
-Horizontal Load
1.5
3.2
1
700
81.7 3.217
3.2
0.5
750
88.9 3.500
3.2
800
96.2 3.787
3.2
0
0 100 200 300 400 500 600 700 800
Force [Ibf]
Structural Performance: Concentrated Load Performance Level 1Per ASTM E2353-171
N
Structural Retention: Glazing Completely Retained, Glass Unbroken
Maximum Observed Deflection: < 3.0 at Critical Point of Load Application (@ 650 Ibf)
LU
Maximum Load: System Supported 650lbf (Structural
Performance Concentrated Load Level L4) [Load Duration-300 sec]
�s
20
90
MIA
C
'N•e
v
UU
N
F+
A
O
h
Ln
LW
Infill Horizontal Load - Vertical Edge of Center Lite
4 inZ Infill
Measured Permissible Deflection
Force Deflection h /12
[Ibf] [mm] [in] [in]
0
0
0 3
20
1.3
0.051 3
50
2.5
0.098 I 3
100
4.4
0.173 3
150
6
0.236 3
200
8
0.315 3
250
9.7
0.382 3
300
12.1
0.476 i 3
12 inZ Infill
Measured j Permissible Deflection
Force Deflection h /12
[Ibf] [mm] [in] [in]
0
0
0 3
20
0.8
0.031 3
50
1.5
0.059 3
100
3.7
0.146 i 3
150
5.5
0.217 3
200
6.9
0.272 I 3
I
250
8.5
0.335 3
NO
3
Load
n
Note: Force Applied Perpen&cWar to Glazing
Infill Horizontal Load- Vertical Edge of Center Lite
a
3.5
3
2.5
c
2
1.5
1
0.5
0
�16 L'S L,`,
i
i
i
' caktdated Maximum Permissible Deflection
i
2
' —4 in Infill
2
i — 12 in Infill
r
0 50 100 150 200 250 300 350
Force (Ibf]
` structural Perfornwance: Infill Horizontal Load Performance Level (Per ASTM E2355-171
Structural Retention: Glazing Completely Retained, Glass Unbroken
Maximum Observed Deflection: < 0.48 in at Critical Point of Load Application
v, a 6 Maximum Load: System Supported 300 Ibf (Structural Performance Infill Horizontal Load Level Ll-L4) [Load Duration-300 sec]
J
Structural Retention: Glazing Completely Retained, Glass Unbroken
cc IC M Maximum Observed Deflection: < 0.4 in at Critical Point of Load Application
U.
^r t Maximum Load: System Supported 300 Ibf (Structural Performance Infill Horizontal Load Level Ll-L4) [Load Duration-300 sec]
rn
C
r
W1111-V
Infill Horizontal Load - Vertical Edge of Center Lite
4 in2 Infill
Measured Permissible Deflection
Force Deflection h /12
[Ibf]
[mm]
[in] I [ir
0
0
0 3
20
1.3
0.051 3
50
3
0.118 3
100
4.8
0.189 I 3
150
6.4
0.252 3
200
8.4
0.331 3
250
10.2
0.402 3
300
13
0.512 I 3
12 in2Infill
Measured Permissible Deflection
Force Deflection h /12
[Ibf] [mm] [in] I [in]
0
0
0 3
20
0.9
0.035 3
50
2.1
0.083 3
100
3.9
0.154 3
150
5.5
0.217 3
200
7.1
0.280 3
250
8.7
0.343 3
300
10.7
0.421 3
4
3.5
3
2.5
0 2
2
0 1.5
1
0.5
0
Note: Force Applied Perpendicular to Glazing
Infill Horizontal Load- Vertical Edge of Center Lite
;L1E, L21, L31, L41
i
i
Calculated Maximum Permissible Deflection
i
0 50 100 150 200 250 300 350
Force [Ibf]
e Structural Performance: Infill Horizontal Load Performance Level (Per ASTM E2358-171
2
—4 in Infill
2
—12in Infill
Structural Retention: Glazing Completely Retained, Glass Unbroken
^� LL Maximum Observed Deflection: < 0.48 in at Critical Point of Load Application
Ln v c Maximum Load: System Supported 300 Ibf (Structural Performance Infill Horizontal Load Level L144) [Load Duration-300 sec]
;
Jt
-- — - —- -----------------------------------------
w Structural Retention: Glazing Completely Retained, Glass Unbroken
LL Maximum Observed Deflection: < 0.4 in at Critical Point of Load Application
c Maximum Load: System Supported 300 Ibf (Structural Performance Infill Horizontal Load Level 1.1-0) [Load Duration-300 sec]
��
Concentrated Horizontal Load: Rail Mid -span
Horizontal Load
Measured
Permissible Deflection
Force
Deflection
h/24+1/96
[Ibf]
[mm] (in]
[in]
0
0 0
2.4
20
3 0.118
2.4
50
6.5 0.256
2.4
100
11.8 0.465
2.4
150
17 0.669
2.4
200
22.8 0.898
2.4
250
28.5 1.122
2.4
300
34.6 1.362
2.4
365
41.2 1.622
2.4
400
46.7 1.839
2.4
450
54 2.126
I 2.4
2.398
2.4
550
68 2.677
2.4
600
73.8 2.906
2.4
650
79.4 3.126
2.4
700
85.5 3.366
2.4
750
92.8 3.654
2.4
800
106 4.173
2.4
Load
I,
5
4.5
4
3.5
3
4 2.5
d
2
1.5
1
0.5
0
I
I
Note: Force Applied Perpendicular to Rail at Mid -Span
Concentrated Horizontal Load: Rail Mid -span
Llc, L2E :
i
L E
Calculated Maximum Permissible.0efled]on
0 100 200 300 400 500 600 700 800
Force [Ibf]
f Structural Performance: Concentrated Load Performance Level (Per ASTM E2358.171
Structural Retention: Glazing Completely Retained, Glass Unbroken
Maximum Observed Deflection: < 2.4 at Critical Point of Load Application (@ 500 Ibf)
,`;] Maximum Load: System Supported 500 Ibf (Structural Performance Concentrated Load Level L4) [Load Duration-300 sec]
z
- Horizontal Load
rn
C
r
90
%i
W191-V
X
rD
z
c
3
m
rD
v
O
V
N
O
N
O
rD
O
N
:v
N
v
N
O
N
O
sv
rlq
rD
F+
V
O
h
Ln
W
Infill Horizontal Load - Vertical Edge of Center Lite
4 in2 Infill
Measured '; Permissible Deflection
Force Deflection It /12
[Ibf] [mm] [in] [in]
0
0
0
3.67
20
4.1
0.161 I
3.67
50
6.3
0.248
3.67
100
8.5
0.335
3.67
150
10.9
0.429 I
3.67
200
13.1
0.516
3.67
250
16
0.630
3.67
3.67
12 in Infill
Force
[Ibf]
Measured
Deflection
[mm] [in]
Permissible Deflection
h /12
[in]
0
0
0
3.67
20
4.2
0.165
3.67
50
6.5
0.256
3.67
100
8.7
0.343
3.67
150
11.1
0.437
3.67
200
12.9
0.508
3.67
250
15.2
0.598
= 3.67
3.67
Note: Force Applied Perpendicular to Glazing
Infill Horizontal Load- Vertical Edge of Center Lite
4
3.5
3
c
2.5
' 2
Q 1.5
1
0.5
0
�1', L2 ; L3r, L46
- -
- - - - - - -
ellecenn
r
r
r
r
t
r
t
r
' -4 in Infill
' 2
i -12 in Infill
r
0 50 100 150 200 250 300 350
Force (Ibf]
`SVucttwal Performance: Infill Horizontal Load Performance Level (Per ASTM E2353.171
Structural Retention: Glazing Completely Retained, Glass Unbroken
^'c LL Maximum Observed Deflection: < 0.77 in at Critical Point of Load Application
a Maximum Load: System Supported 300lbf (Structural Performance Infill Horizontal Load Level L144) [Load Duration-300 sec]
Residual Deflection at Released Test Load:_0.16 in_ _ _
W Structural Retention: Glazing Completely Retained, Glass Unbroken
cc �c U. Maximum Observed Deflection: < 0.72 in at Critical Point of Load Application
^� iE Maximum Load: System Supported 300lbf (Structural Performance Infill Horizontal Load Level Ll-L4) [Load Duration-300 sec]
Residual Deflection at Released Test Load: 0.15 in
v
0
n
rD
3
0
O
v
I
0-
rD
0
c
73
r+
2
90
��
rD
O
z
c
3
is
rD
rD
0
N
O
N
O
z
rD
O
N
Iv
N
v
N
O
N
0
Concentrated Horizontal Load: Rail Mid -span
-E
Horizontal
Load
'
Measured
;
Permissible Deflection
!
Force
Deflection I
h/24+1/96
'
[Ibf]
[mm]
[in]
[in]
JIM------------
0
0
0
3.53
ILJ
20
12.6
0.496
3.53
50
19.3
0.760
3.53
Note: Force Applied Perpendicular to Rail at Mid -Span
100
36.7
1.445
3.53
150
57.8
2.276
3.53
Concentrated Horizontal Load: Rail Mid -span
SEENEEMMO
3.53
g
:Ll� L2g L3' :1.49
�
t r r
t r r
t t r
r r r
r r r
r r r
t r r
t r r
� Calcdated M rma um perttruible Deflection
r r
r r r
t r r
r r r
r r r
r r r
rn
90
r
rn
90
r
rD
z
c
3
IS
rD
rD
v
O
V
N
O
N
O
W
rD
O
N
v
N
v
N
O
N
O
Infill Horizontal Load - Vertical Edge of Center Lite
4 in2 Infill -----------
Measured I Permissible Deflection _
Force
II
Deflection h /12 Load p -'
(IbfJ
[mm]
[in] [in) Dim re<tion YYY �f
-
_ _ u _._.---.-
0
0
0 3.6
20
2.5
0.098 3.6
50
4.8
0.189 3.6
100
8.2
0.323 3.6 -�-�
150
10.6
0.417 3.6 Note: Force Applied Perpendicular to Glazing
200
13.2
0.520 3.6
250
16.4
0.646 I 3.6 Infill Horizontal Load- Vertical Edge of Center Lite
0.787 3.6 4
i
3.5
12 in Infill 3
Measured Permissible Deflection 2.5
Force
Deflection h /12
[Ibf]
[mm]
[in] [in] - 2
0
0
d
0 3.6 0 1.5 -4 in Infill
20
1
0.039 3.6 -12in Infill
50
2.2
0.087 3.6 1
100
5.1
0.201 3.6 0.5
150
7.6
0.299 3.6
200
10
0.394 ; 3.6 0
0 50 100 150 200 250 300 350
250
12.4
0.488 I 3.6
15.7
, 0.618 3.6 Force (Ibf]
I c Structural Performance: Infill Horizontal Load Performance Level IPerASTM E2358-171
Structural Retention: Glazing Completely Retained, Glass Unbroken
^� LL
Maximum Observed Deflection: <0.79 in at Critical Point of Load Application
Vi
a c
Maximum Load: System Supported 300lbf (Structural Performance Infill Horizontal Load Level L144) [Load Duration-300 sec]
Residual Deflection at Released Test Load:_0.13 in_
W
------
_ _ _ _ ----------------------------------------
Structural Retention: Glazing Completely Retained, Glass Unbroken
cc
�� LL
Maximum Observed Deflection: < 0.62 in at Critical Point of Load Application
N c
Maximum Load: System Supported 300 Ibf (Structural Performance Infill Horizontal Load Level L144) [Load Duration-300 sec]
Residual Deflection at Released Test Load: 0.11 in
IL1E, L2E, L3E, L4c
Calculated Maximum Permissible
1
1
1
I
I
1
1
1
v
O
s �
N� M Q
rD N �
� p.F
n � �
fD
I Q N
Q r+ W
m
O N
rD
z
c
3
0-
rD
rD
v
O
V
i
N
O
N
O
rD
O
N
v
N
V
N
0
N
O
v
UU
rD
N
O
O
h
Ln
LN
Concentrated Horizontal Load:
Rail Mid -span
Load
l
Horizontal Load
i
l
Measured
Permissible Deflection
!
Force
Deflection
h /24+1 /96
l
[Ibf]
[mm]
[in]
[in]
0
0
0
2.4
20
1.2
0.047 I
2.4
50
2.9
0.114
2.4
Note: Force Applied Perpendicular to Rail at Mid -Span
100
13.7
0.539
2.4
150
24.7
0.972
2.4
Concentrated Horizontal Load: Rail Mid -span
200
35.7
1.406
2.4
g
i
Ll', L2' �
BE
250
48.1
1.894
2.4
8
300
58.2
2.291 I
2.4
365
71.3
2.807
2.4
7
400
84
3.307
2.4
6
450
94
3.701
2.4
c 5
500
106
4.173
2.4
-
" 4
550
117.9
4.642 ;
2.4
600
128.8
5.071
2.4
0 3
- Horizontal Load
650
139.5
5.492
2.4
2
700
150.2
5.913
2.4
1
750
163.4
6.433
2.4
2.4
0
0 100 200
300 400 500 600 700 800
Force [Ibf]
' structural Performance: Concentrated Load Performance Level (Per ASTM E2358-171
N
Structural Retention: Glazing
Completely Retained, Glass Unbroken @ 750 Ibf Glazing Not
Retained, Glass Broken @ 800 Ibf
J
Maximum Observed Deflection: < 2.3 at Critical Point of Load Application (@ 3001bf)
W
Maximum Load: System Supported 300 Ibf (Structural Performance Concentrated Load Level L3) [Load Duration-300 sec]
cc
t
r L4'
�
t
�
t
�
t
�
�
t
r
�
t
�
�
�
t
Calculated Maximum Permissible Deflection-
r
r
i
i
2
%i
H&G Talon Glass Baluster
VI E W R A I L
Appendix A: Glazing Impact Test Report
to r to k
Iota l pua lity. �1i wi L
Test Report
VIEWRAIL
TEST REPORT
SCOPE OF WORK
IM PACT TESTING ON TEMPERED TRANSPARENT SAFETY GLAZING h4ATERIAL
REPORT NUMBER
K1004.02-119-37
TEST DATE{Sj
o8f28J19
ISSUE DATE
09/03/19
PAGES
5
DOCUMENIT CONTROL NUMBER
RT-R-AM E R-Tes#-2881 (02125/19)
@ 20171NTERTEK
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 2020] Page 21 of 53
H&G Talon Glass Baluster
V I E W R A I L
intertek
Total quality. Assured.
TEST REPORT FOR VIEWRAIL
Re port No-: KlC04.02-119-37
Date: 09/03/19
VIEWRAIL
1755 Ardmore Court
Goshenr Indiana 46526
SCOPE
Test Report
136 Derry Court
Ymt Penns}ivar is 17405
Te Ieph m e . 717-764-7700
Facsimile. 717-764- d 124
—.irte•tek,c—IbofIdirg
Intertek Building & Construction {B&C) was contracted by Viewrait - Goshen, Indiana to per -Form
safety glazing impact testing in acoordan€e with ANSI Z97-1, CAf+I/CGSB 12-1r and CPSC 16 CFR
1201 on tempered transparent glass- Results obtained are tested values and were secured by
using the designated test methods- Testing was conducted at the I rtertek B&C to st fa €i lily in York,
Pennsylvania -
This report does not constitute certification of this product nor an opinion orendorsement bythis
laboratory. Intertek will service this report for the entire test record retention period. The test
re€o-rd retention period ends four years after the test date- Test re€o-rds, such as detailed
drawings, datasheets, representative samples of test specimens, or other pertinent project
documentation, will be retained for the entire test record retention period.
SUMMARY OF TEST RESULTS
SPECIMEN NUMBER
1
Z
3
4
IMPACT TEST RESULTS
Pass
Pass
Pass
Pass
THICKNESS -COMP LIANCE
Pass
Pass
Pass
Pass
=ar INTE�TEK B&C:
COMPLETED BY:
Todd M.Wilt
REVIEWED BY:
VirgaIT. MiddeyrJr.,P_E_
TITRE:
Lead Technician
TME:
Senior Staff Engineer
�#
SIGNATURE:
SIGNATURE:
DATE:
09/03/19
DATE:
09/03/19
tMW:l M am
2019.09.04 10:20,13 -MW
This report is for :Fe eaclosi„e use of Ir-.e-tei s Uent and is provioeo pursuart to the abrr-area: be—eer Irte-bek
and its Client. Ir-e-te, s resoonsibility and liability arc limited to thetr .s and corditims of ix 26reemert. Inx-te< yy
assumes r liab"t} -a ary party, other f aq m tare Client h acoordarce w th the agreerreq-. it _ry loos. r.persc or i
dam26e o=ioned by the use of this report. Only tlx Clierrt is author'3ed tD permit oopy'gg or distrbution of this
report and then on y'n its enirecy. Any use c tie °�x�ek-;Te or one of'ts marks=or the sa a or advertisemenrt of
the bated maftr:2L product o• service must 9r_-=e:==-:.ec-,eritir,;bvI n-erec T'ne oaservations and test resJts ACCREOIrEw
In this report are relerv2rt arl}to j-eS rrale:--e:-ea. Tn z report by i3 lr do rot TOly to:: tFe matenal. product. rmrt,
or service is or Fos ever bean uncer an --e -e• :e-fication pvgrf .
Version: 02, 2_9f19 Page 2 of S RT-R-AMER-Test-MI
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201
Page 22 of 53
V I E W R A I L
nterte
Total quality. Assured.
TEST REPORT FOR VIEWRAIL
Report No_: K1004A2-119- 7
Date: 09103f 19
TEST METHODS
H&G Talon Glass Baluster
Test Report
13611erry Court
Yar1, Penrmyhvnu 174C6
Teanhme_ 717-7&$-7MO
Fx imilr 717-7644129
—.ir-c mk,—Vbuldir6
The specimens were evaluated in accordance with the following:
ANSI Z97.1-2015. For so" giozirrg materials used in buildings - safety performance
specrf+cotrons and methods of test America National Standard
CAN {C65B 12.1-2017, Safety Giozing, Nationa I Stan dard of Canada
CPSC 16 CIFR 1201, Safaery Standord for Arrhitec7ural Glaring Materio�s, Consumer Product
Safety Commission (Version: 2012, Source: 42 FR 1441, fan- 16, 1977)
MATERIAL SOURCE
Test samples were obtained from the manufacturer. The specimens were received on 08/23119,
in good condition and suitable for testing unless noted otherwise -
SAMPLE RETENTION
All test specimens were destroyed by test or by personnel and have been disposed of as trash.
Representative sections of the samples will be retained for up to 30 days from the date of report
issuance- After 30 daysr representative samples will be automati€aIlly discarded -
LIST OF OFFICIAL OBSERVERS
NAME COMPANY
Todd M- Wilt Intertek B&C
Version: M, 25119 Page3 of 5
RT-R-AM ER-Test-2nl
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 2020] Page 23 of 53
V I E W R A I L
intertek
Total quality. Assured.
TEST REPORT FOR VIEWRAI L
R e port No-: K1004.02-119-37
Date: 09103f 19
TEST PROCEDURE
H&G Talon Glass Baluster
Test Report
13D Derry Court
Yark, Penme iwnia 174M
Telephmn _ 717-754-77W
Fx imilr 717-754-4129
w irib=rb=k,mm+buldinr
Overview
Al I specimens were impacted once from the select d rap h eight un less noted otherwise- Specimens
which were not broken after impact from the designated drop height were broken in accordance
with the Center Punch Fragmentation Test per ANSI Z37.1-2015.
Drop Height Classification
Al I specimens were impacted once from a drop height of 48 inch es.
DROP HErGHT CLASSIFICATION
ANSI CGSB CPSC DROP HEIGKF
Class A C.ass A Category II 48 in -
TEST SPECIMEN DESCRIPTION
Manufacturer: Viewrail -Goshen, Indiana
Glazing Product Designation: Prototype
Overall GlaaingThickness: 1/2" (nominal)
GlezingType: Tempered Transparent Glass (TTG)
Sample Dimensions: Impact: 34" wide x 76" high M1/8")
Size Classification: Unlimited
Thickness Standard: ASTM C1036
TEST RESULTS
Lab Teniperature. 71°F
Duration of Pre -Conditioning @ 65 -85'F: 24 Hours
Impact Test Results
SPECIMEN THICKNESS TESF CENTER ACCEPTANCE RESULT
NUMBER (inches) RESULTS PUNCH CRITERIA (PASS/FAIL)
(grerns) (YESf NO) (grams)
1 0-498 23 Yes
205
Pass
2 0-500 31 Yes
2.06
Pass
0-499 25 Yes
206
Pass
_3
4 0-500 22 Yes
206
Pass
Acceptance Criteria: The 10 largest crack -free particles collected after specimen
breakage shall
we i�7h no m ore tha n 10 sq- in- of the origina I specimen -
version: DV25f19 Page 4 of 5
RT-R-AMER-Test-MI
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 2020] Page 24 of 53
H&G Talon Glass Baluster
VI E W R A I L
intertek
ialal Quality. Assured.
TEST REPORT FOR VIEWRAI L
Report No-: K1004.02-114-37
Date: 09103f 19
CONCLUSION
Test Report
13a Derry Goy -t
YarL. Penruyi42r'a MW
Teeuhme_ 717-76f-7766
Facsimile_ 717-7641129
w JrkefU4mmjbLfldirg
The spe€imens meet the test requirementsofthe referenced standariisfor 1he size €lassificat ion
listed.
REVISION LOG
DATE RAGES REVIRM
0 o9f43/19 N A_ Ori_rwl Report Issue
Version: ♦12/25119
Pa@e 5 of 5
RT-R-AMER-Te5t-2M
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 2020] Page 25 of 53
VI E W R A I L
Appendix B: System Components and Drawings
LL I W I
0
V
H&G Talon Glass Baluster
Test Report
9
Y
E
J
I�
W
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 26 of 53
O)
OU
O
N
V
O
h
Ln
W
F
E
U
C
TOLE wcm
X-t.00t25 9-Q7 WDL PARM
8 .XX-t.010 X-*Ob'
PART NAME: GMM • qjb:* WNTelm+sop
PART NUMBER: 243801
DESIGN STATUS: Released
FILE NAME: 243e01 - a ASs sIFFAcE maw TK.oN SPnm
PROJECT: GLASS PARTS
DESIGNER: PURCHASED PART
ENCNEER. PURCHASED PART
A RECENT REVIEW DATE: 2rN2020
6
5
4
PRODUCT INCLUDES:
• 1 MAIN ASSEMBLY
• MALE / FEMALE PRESSURE PLATES
• NYLON INSERTS FOR !6 GLASS
• NYLON INSERTS FOR 9/,s GLASS
MATERIAL: Stainless Steer 205
MPNIFACit1RED PART
M41�AFA(."TlJFT1Ci FRCX�:
Row MATEPM COST PER PIECE: $
CYCLE TTIE PER PECE (SECONDS):
Rrl A ER COST PRCCE: $
mR P
�BJCOR COST PER PIECE: $
ICE DOR STOCK NLhUR
LTK
4
ENG APPROVED BY: JJJ
ENG APPROVED DATE:2/3/2020
MFG APPROVED BY- JJJ
3
0
F
A
MM-IV
x
TD
O
z
c
3
m
rD
v
O
N
O
N
O
TD
O
N
G.-
tR
D)
Oq
TD
N
00
O
h
Ln
W
E
71
W139'/42'
GUARD HEIGHT
FLOORNG TO TOP
OF GLASS
(M0. IMAM = 42)
5.6' EDGE OF GLASS TO +I
CENTER OF TALON
�2
MOUNTING NOTES:
1. DO NOT MOUNT DRECTLY AGAINST COW%SSIBLE MATERIALS. IE GYPSUM WALLBOARD
ASSEMBLY TOLERANCE* YA'
B
SPECIAL ISPECTON NOTES.
ASSEMBLY NAME: GLASS SURFACE MoINT TALON wool gmom
PART NUMBER: N/A
DESIGN STATUS: Released
RLE NAME: GLASS SI.FFAc£MUI.NT TALON SPIGar simmo.ATICNs.bn
PROJECT: GLASS SYSTEMS
DESIGNER: JJJ
ENGNEER: MICHAEL HUDSON
A RECENT REVIEW DATE: 2/3/2020
6
5
F
E
D
ANCHORAGE NOTES:
O SGN LOADS ARE L&WED BY FLOOR BASE AMTERALS AND FASTMM COM.6CTI N N FLOOR NMTEHiV„A IT 6 THE
RESPONSELITY OF TE INSTALLER TO YERFY THE CONNECTIONS WTH THE LOCAL DESIGN PROFESSIONAL.
ANCHORAGE SWILL BE DESIGNED BY OhERS TO RE=A SINGLE CONCENTRATED LOAD OF 200bAHD A 60dR
NONOONCti:ENT LOAD APPLIED N ANY DIRECTION AT ANY PONT ALONG TIE TOP PAL
TNS DESIGN 6 LWM TO THE SPEDFTCAT 6 AND OOAAFONBOS SPECIFICALLY SHOAN HUM 7N6 DESIGN SMALL
NDT BE CONSTRUED N ANY WAY TO SPECIFY. CERTIFY OR DESIGN ANY ASPECTS OF THE SLPPORDNG STRUCTURE TO
NACHTESE OONPOETNTSAR_ ATTACHED. TE USE OF TM DESIGN %IN.L BE UNDER THE DF67M OF A
000PDINA7W A83MOM DESIGN PROFESSIONAL. C
RESPONSIBIL S OF THE COORDINATING REGISTER® DESIGN PROFESSIONAL
TNS DESIGN DOES NOT ACCOUNT FOR EXTFBGE LOADING CASES, SUCH AS LONG SIRAIGHR RUINS OF GWFORAL
SYSTBAS AGAINST WHCH CApvDIS CAN SLAM THE COORDNATNG FCGISTEFED DESGN PROFESSIONAL 6
RESPONSIBLEFORASSESSNGTHEUSEANDOCCUPANICYOFTIEPROTBCTEDAFEAMDTHEAPPRCPRATD*WOF
TE STATED OESIGf1 LOADS.
TE OOOPOIMTNG FE361EFED DESIGN PROFESSIONAL 6 WSPOISBE FOR EIStANG THAT THE INSTALLATION
OONW04S MEET OR DO MTf REOIFEN M STATED FEFEN AHD T{ATTHE SUPPCRTNG STRUCTURE 6 CAPABLE
OF RESISTING THE LOADS FiPOSED BY TE ANCHORAGE.
TI£ OOCFCMTNG REGISTERED DESIGN PROFESSIONAL 6 RESPONSIBLE FOR FULFILLING ALL SPECIAL INSPECTION
REQUIREMENTS NEGATED TO THE INSTALLATION OF THE GUAFI RAL AND ANpaORS SPEOFED HERaETi AS FEOURED BY
TIC LOCAL AUFHORN 1-W. T. ; . URLSDICTICK
ENG APPROVED BY: JJJ
ENG APPROVED DATE:2/19/2020
MFG APPROVED BY. JJJ
MFG APPROVED DATE:2/19/2020
V I E W R A I L 3-3
4
3
u
B
A
x
rD
Z
C
3
as
fD
rD
v
6
N
O
N
O
w
rD
O
N
v
N
v
N
O
N
O
v
,v
ao
(D
N
lD
O
h
Ln
W
6 5 1 4
Fl VS13\ HISTORY
_ ZONE ' DEscRpnCN LATE A°PFKN®
VA 0 INPAL F;3EASE 12/1/2019 -W
E
J
B
SPECIAL N5P87 CNN=.
ASSEMBLY NAME: awss sm maw TA oN sPoy sTcF CAT1)tw, ENG APPROVED BY: W
PART NUMBER: WA ENG APPROVED DATE:2/18/202C
DESIGN STATUS: Released MFG APPROVED BY: W
RLE NAME: anss scEmm rTALcN9loorwecmmon sm MFG APPROVED DATE:2/18✓2020
PROJECT: GLASS SYSTEMS
DESIGNER V I E W R A I L -3
ENGINEER: J U
A RECENT REV1E1�! DATE: 2/4/2020
,- I 1 1 4 3
F
■■
90
ci)
1y
M p
G)
M a)
' N
O to
r
i
N
r+
x
O
Z
C
3
0-
rD
ro
T.
0
V
N
O
N
O
a7
rD
G
O
N
v
N
N
O
N
0
5
4
F PRODUCT INCLUDES:
• 1 MAIN ASSEMBLY
• MALE / FEMALE PRESSURE PLATES
• NYLON INSERTS FOR 16 GLASS
• NYLON INSERTS FOR V16 GLASS
E
1 7/8—�
0
C
2 15r16
7/8
3
u
TQFSM=
X.*.Do125 SHEET 1.ETAL PAM sPECULP4EPEC0CNNTiES:
B M-*.010 X.*QY
,o«.*Mo LNES401F6mMN= MATERAL: Stainless Steel 2205
PART NAME: soE Maw T*i cN sNxn W ENG APPROVED BY:
PART NUMBER: 243802 NAANLkAf.;I LMNUPR ENG APPROVED DATE:
Raw WATERAL COSr PER PIECE: $ DESIGN STATUS: Pakised CYCLE rnE PER PIECE (sEOp as): MFG APPROVED BY:
RLE NAME: 2 3W2 • Qm • Sic* m=v Tam ww • TLwmio RWL OOSr PER PIECE: $ MFG APPROVED DATE:
PFIOJECT: GLASS PRODUCTS
DESIGNER: PURCHASED PARTS
ENGINEER: PURCHASED PARTS \e4XA Cost PER PIECE: $
A RECENT REMEW DATE: 2i,4/= LW °R I E W R A I L
f. 4 A 1 2 1 1
F
A
E
C
E
A
v
v
ao
(D
W
F-A
O
h
Ln
W
-MA "PAM3WIDTH=5a
TCP CAP - CJR - STABt_QER CXPS REt7l:IRF-
36' / 3W / 42'
GLASS HE13-TT
FLOORNG TO
TOP OF GLASS
(MAtOMJM = 4?.
5
e_
ANCHORAGE NOTM
PANEL HEIGHT
DESIGN LOADS ARE LIMITED BY FLOOR BASE IMTERNLS AND FASTENER OONSIECTION N FLOOR IMTERALS, IT 6 TFE
DEPENDANT UPON
RESINMO RY OF TIE NSTALI ER TO VERFY TM CONNECTIONS VdTH TIE LOCAL OESIGN PROFSSSIONAL.
MOUVTNO HEKit;T OF
AND40PAGE SIIALL EE DEWd4ED eY OT£RS TO RESIST A SNGLE CONCENTRATED LOAD OF 200b AND A 50bA
NON-OONCLIPM0 LOAD AP0.ED N MN OFECTICN AT ANY PCM ALONG TFE TOP RAL
SIDE MOUNT TALON
THS DESIGN 6 LIMITED TO TIE SPECIFICATIONS AND COMPONENTS SPECIFICALLY SHOVM H3 . TFRS DESIGN SHALL
ENGINEER -TO -ORDER)
NOT BE CCNSTRlIM N ANY WAY TO SPECFY. C£RiFY OR DESIGN ANY ASPECTS OF THE SUPPORTNG SIRd1CTLIPE TO
M ICH TFESE COMPONENTS ARE ATTAOHED. THE L1SE OF 746 DESIGN SILALL 13E UNDER TIE DFECDCN OF A
COORDNATNO FCGW04M DESIGN PROFESSIONAL
PEWON68UTFS OF TIE OOCRDrATNG ADWERM DESIGN PROFESSIONAL
M O NTNG NOTES
nC DESIGN DOES NOT ACCOUNT FOR DGiEME LOALYNG CASES. SLICH AS LONG STRAARGidR PLNS OF "FORAL
1. DO NOT MOUNT DIFIEMY AGNNST 0ONf* ESSSLE WTERL LS.
IE GYPSUM WALLBCWAD
SYSTEMS AGANST VMCH GROMD6 GW SIAGE. T£ COCRDfNATNG REGWER M DESIGN PROFESSIONAL 6
FESPOINSO E FOR ASSESSNG TEL6E AND OOCL PA CY OF TE PROTECTED AREA AND TIE APPROPRIATENESS OF
TIE STATED DESIGN LOADS.
ASSEMBLY TOLEFWJCE t'/.'
THE COORCNATNG PEWERM DESIGN PROFESSIONAL 6 RESPONSIBLE FOR DSL SM THAT THE NSTALLATION
CONd110NS MEET OR E) CEED TIE RI OUFEMEMS STATED HEFIFN AND TAT TIE SI.PPCRTM STMCC 6 CAPALl -
OF RESISTING TIE LOWS WNSED EtY TIE ANCHORAGE.
THE COORDI ATNG REWTERM DESIGN PROFESSIONAL 6 REWW433LE Fop FLLFILLNG ALL SPECIAL NSPEC CN
FEOUFENENfS RELATED TO TIE NSTALLATCN OF TIE GUARD -A. ",E) ANCHORS SPECFM H3EN. AS PDOURM:!,
THE LOCAL AUTII0PJTYHAW4 JJRISDICTICN.
SPECIAL NSPSCTION MOTES
ASSEMBLY NAME: GLASS sDE MOLNT TALON SPIGOT sPEcFr morn-
ENG APPROVED BY: JJJ
PART NUMBER: N/A
ENG APPROVED DATE:2/18/2020
DESIGN STATUS: REeleo. a
MFG APPROVED BY: JJJ
RLE NAME: a sssDEmamTALONSPIGOTsmcFEcATONs.�
MFG APPROVED DATE:2/1812020
PROJECT: GLASS SYSTEMS
IV
DESIGNER: JJJ
ENGINEER: JJJ
3-3
VIE
RECENT REVIEW DATE: 2/4/2000
V I E
W RAI L
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48ia
[48.3209]
VIEWRAIL
ORDER •
211418
C, A S PANEL NJMBER
15-18
NUMBER OF PANELS LBO: TM i
4
TOTAL NUMBER OF PANE' S N ORDER
26
DATE12/13/19
ENGLNEER
AJO
•
TEMPERED
LAMINATED
91-" GLASS
•
tie" GLASS
38" GLASS
•• •RTWV07,
LOW IRON
rfol
EVA
PVB
54.0000' AREA: 18.1204
SGP
TINTED
PROOUCTION ALERT NOTE
FROSTED
90
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H&G Talon Glass Baluster
VI E W R A I L
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Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 33 of 53
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V I E W R A I L
CO.
H&G Talon Glass Baluster
Test Report
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Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201
U,
Page 34 of 53
H&G Talon Glass Baluster
VI E W R A I L
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Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 2020]
69
Page 35 of 53
H&G Talon Glass Baluster
VI E W R A I L
Test Report
Appendix C: Manufacturer's Published Installation Instructions
V I E W R A I L
Surface haunt Talon Spigot
Installation Instructions
ins peo area where the Spigots are being nstalled.
Ensure that yourmount-ngsurtsrePas a111 BM hacking
For mast pzs, a rrmimum of 4' of bacl6ng maternal Is
reoxnmendW In orcer to- sea.lrey rnDuryt your Splgots-
Prateot All Fimhed Swaces
At each onmeof i^.stallatan, be sweto prutautyour Spigcx
and g ass panels'rorn dEWs that can came marring
so their rnishac surracea.
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201
VWwjrail La_ ourt Drawing
Gram Installat on K:4:
11) W.tleof Gyeon Vass Geansr
11) Mkxolher Cloth
1) Vi Allen Wrench
{i) #4 Allen wrenr-h
11) 2- T-311 DrNe Bit
11) &anless Steel wipas
0) Par Gass Sue icon Cuo Handles
Cordless Drill
Irr,owt Orlver
Penok
Ghaik Line
%imvratcam
Page 36 of 53
H&G Talon Glass Baluster
V I E W R A I L
Defer to your Layout drawing to
determine the mounting location
for each of the spigofs.
Test Report
Snap chalk line to mark where
the glass will run- Mark Spigot
lairations according to your
Layout Drawing -
Slide foot cover on.
I A k I
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 37 of 53
V I E W R A I L
Install steel press plate.
0
Repel atope 1-8 unb I
all Spigots ara mauro6ed.
100 Gently secure glass panel
with allen screws on the fin
of the Spigot. II
H&G Talon Glass Baluster
Test Report
Install plastic li ni ng.
11
Carefully insert glass pane.
(i) I
11
Align panels.
is lit9laoc Ir.
Ta trll 911 aH.
to m I ha Gap nul I
Iran the lop rlut
c1ockxemond
c-Dur9!cr{lack•
tumlhe batlam
ww and Ilm
nuts rile
iha batlam rrA
clockx .
�akckwlae_
L4BVXSR=
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 38 of 53
H&G Talon Glass Baluster
VI E W R A I L
Test Report
VI E W R A I L
Sidle Mount Talon
Spigot Installatbn
Me Mount Talon Spigots mu9tce mountlaillthrough s triple
header, ar llhreacM studs must mount d' ckW Uqo concrete.
Woad must I9e equai to or harder than Southern YWJowr Pine.
IJMn ina ter rnrunhrg p-=Mmi foriho hprp073. brit2 hdssicetha
lhmmdod duds. ❑i=nCObotwoonrwles is Thnrn onnenlet. 4ms hdss
arc drNod and studs msrtr..i, add a wwdw. ko k w=rw, end mt io iho
C13ak ado- of sash of ttw sb-d� A,dgrmt fasbwhws so- dud o* l$nerr nl
aaoh Mimi prc4mKd siremihofmnlo!ttwhobs feelfg A)
1_ £ride tlw spyat orra the saws.
& Add the speed herl is each wbaA
d wl hwnl-"hka or ass o sholt
hen wewsdr w Nh km urhi ilm
W*oW nrt b teowaed fel-whaujl
la O&W fMM fQ ME Sp" sodrL
U" ohm epedol *Daket Ord an ql e
Ord wsrhdl w knish ilglrbrwhp ate
apemd nut ah eodh slid.
s
Uiewrail_com
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 39 of 53
V I E W R A I L
H&G Talon Glass Baluster
Test Report
ViEWRA1L
d_ ona."Smal Is MMUM In" "We Pki" mid plo ba r.MP.
R6P6KTffr�"LMMENO" SP630TSAFIrIHFLACIETOHOLD
A43LASS FN&L.
6 C—Uty Ph-9da Pe^w rn110 pdrla U-0 Yddo the spr -
d Um"Wilma warn tha.-ranl al tnc apgo. to gantry sacuro il;o
gg/LLwpwm� .,lNls h� zatwwn*wbFdzaoaom6d"Ti�•ycioo+um.
afawhtlE16#�pansh to b6 loved in of cut lar alIQ1Y1Wld puwrfir
r7.iH gune Ir.
To t1S mow,
Urn iho tap id
iron the lop rMit
clackw cc arrtl
ocunI nralxk-
tdmiha tctlam
wlsa and lum
r tcooc-ur
the tatlam�ut
clackwa .
alockMao.
C
w C i
vlaw ail.00m
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 40 of 53
H&G Talon Glass Baluster
V I E W R A I L
Appendix D: UES Report for U2 Fasteners
Test Report
UE"LUATION REPORT
06glnallyissued: OFNP2017 Revised: OUW2020
U2 I aASTE.IVER.S
870 FUNGSTE[C STREET
THUNDER RAY, ON-T-U IO C-IN:1DA
P7R 6J3
(807)--0-3119
vars m2fasrenen coin
COUN-TERSrg L-�%MT;R.SAL SCREW
T" ISHER HE_JW CONSTRL CTION SCREIN
CM Section:
06 05 23 Wood Plastic and Composite Fastenings
1.0 REC:OGNTHOV
The C*uu=mk [,nnwsal Sa-em-s and Wasbu Head
nKvgmned m this ]qlrrt are dvn-el-tj* resumers for use M
€om buchom. The plc moL Firarhual. and €omU' m-
rem-q o2 praperties of the {'ambaud Unn etsal Scream
and W asbff Head C=tFw= Sams imply w7th the
intent a` t5,e Pnnisicw Of d5e fongwing codes and
■ 2018: 2015, 2012, and 2OD51a:e:mboaal Buddm; Code'
(MQ
■ 2018, 2015, 2012, and 2009 hLb=tiona] R,esidimd2l
Cade° (mp
The 5amm aie reropized for the stnk-ftsrd pc-forman€e
€L7a-2{tEL t:s descabed and tabulated in tus e4•ehr3tlan
]epos and Sur use Aat}i AC Q p-eeen save iectec wood.
%DM 4U 1 *1l9MIk
Uie of the LT_' {.cnmtauak UnminsaL Screws and Wa_ber
Head Comstlacb m Sums recagxrd in this relate am
snbledtathe fD&VPMg Lumitauoma:
2.1 Use shalloomwpty>nimthis repow and the apptioable code.
2.2 Theminimm, faftPmerend dlstan€es, edge dLs- -25. and
spacing shall be In aaeordame with Table 5 cr Tabs - o= ttiLa
mpor, ar in araordMCLL Aide die TK0nMNMdZt10DS Of tm2
engineered Amoi prohrt lIDlni caner. stmhereT n niwe
Tmbict a
2.3 U%.eie ;nor U m €apses spbming of the wood hales om
reequird -o be p-e-drilled in aorordanceAu dyeitAtli 5I AWC'
Tti2MHMl D2sLgM Speofi€amm (NDS) for Rood-saen
installation
2_4 lhbm designing a crm wcdat6 design shall oamply with
prrntsams m Section 11.1.2,11.2.2, and 12_15 of the 2016 and
454
Valid Through: NMM021
20157QDb, and Section 10-1.2,10.2� and 11.6 oftbe 201'
and 2005 NDS to emoure the rapacity of the mmectm and
fammer grata.
2 5 The U_° tEtE,rars shall be installed onh+ m eTosiue
aouditiaas deso in T3blE 6 of this report.
2_6 Lit Faste:nm Camtvmnk Uimwsal Sa,an3 amd Wasaer
Head C'onswx-tki l Suews 2re padaged in Thimdee Ba}.
on=o.
3.0 PRODUCT USE
TJ2 Fpsbmm Cawmterink Unm-e sal. Sums and Washer
HeadCamSti bOm Saews me i"5d a5 fasteners faf vmDd-
m-wo� 4 am wed wood €onnec m. The 5aews may
t e used abare fasteners are 7egLmed to esblba €ormam
resigtm LL A'bm exposed sa a&-erse emmumm tal
oaad]uois md'af presenmave treated nwd, aad are
al?Em to es to hlxdlp-mC 0vmmzed fanners %ith a
ooating weigh is oomwpLianoe with ASTM A153, Class D.
The SaeR's Awe emlaated for use with wood rhemL€ally
[rested Alt %mawbwne allatioe copper quaternal} (ACQ-
D) presen-stixr.
t]I1. '� C
3.1.1 Geoerml: Strum -al members fom Aug tie cawectiom
shall be d25Lpned in scrordamoe Aath due 1BC' a- aC.
F.e€ffeace lateral. and SLidh&8A'al dH[pn -tmbi i Ln tLus Tepon
are for a0xm abl a stress deslgL and shall be amlap112d by the
applicable adjmtumt facfows in k&n.- caret sen-ice
conditions speci5ed LD Lhe NOS and this repar. -o det,rrrlAw
adjusted dHLP valves. WhEm the saeR's are subject to
aombined lateral and wandransl loads. €rmnw uGim shall be
designed in aecordame Aith Section 12.4.1 of the 2016 and
2013 hDS. and &Krim 11.4.1 ofthe 2012 amd2005 AIDS.
Rhea desipmg a oomnemm the rnnrnnal nbmlb rs shall
be analyzed for loader}'mg capadw in aecardance with
Serbian i1.=.2 of the 2018 and 21015 KIDS. and Section
10.1 2 o€,'h2 2012 and 2065 All7S.
The alloAabLe Load for a Sine Saes, rtlr+nr+cam m vAdch
$2 scree" is mbleot to tMom is dM ]ERA of (a) the
re-I-rence w!th&zwsl desipa 1Lahle g%-enin Table '- of this
rep mt adjusted by all apphcabte adjnstmanr farrows: (b) the
feiamc2 head pull-thrau& de&lpn valne given in Table 4
of this report, adjusted by all applicable adjustment foam;
and (c) the aRmuble saewt®sian Streagh giiln mTabu
1 of 03s repon.
The allowable lateral load far a skgLe sacs+ oomaeet an is
dm Leseerof: (2) the ie5eimce laufal. desig:a amke gnvam
Table 3 of this report adjured bay all applicable adji
fartews. aad (b) dm alk mable saessheer s=eagm gn En in
Table = ofthisrepart
m. �d �.�rt.rn eo .ymr� r..`r.ar'--- iucx� +"�� r,.. w.r• .,...�.r,..r .e.ta.. n.r.,.' yk.�r �r srrYae xrA,ar.�, � �..ro �, .�smpy
and ra b* m C Z.hm d ., n v*zvdm b
.re �rY ...I�.rw. m .r�.r.� Irrr Ix sir r al 11 .� ma.e.n .ram secs .. r.MeeLe.�n & .rd.ry
DaF yM G TGT tY% hw-aww A—&w a ILmv ow Iral Gm� N Qrrk —w iymw n Yx LS bd 9.k- Fh --8n- 1G'IEPT • rw MF-F7.4 rr"
w env L� u . {."i• blFr.rY.¢tir mm c td � Pr?ri. 16-LSi
page 1 err 7
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 41 of 53
H&G Talon Glass Baluster
V I E W R A I L
Test Report
ueaEVAWATION
Originalty Issued: 01106'201T Revised: W31121020
C m3Kxc com1aim gnndnp]Lsuevsshalltodesignedin
anooTd®nL Rim Seetioas 11.2.2 and 12.6 of dm 2018 end
3015 NDS. and Secflons 10-2.2 and 11.6 of the 2012 and
2M ND6. Local stressas u3d3m die nomecdom sLsll be
chedoed acing 6 ppendm E mt a ,TD6 ro mraae the € apaatr
of the conne=m and &sbEae: group-
3-1-2 Lateral liter Values: Refaeane UME-al design
values far Undo ersal Scew and f'nnEWLK irn, " -s €oT
siagle shear Read -<a -Brood oDnue am ]reded parallel. ra
p-ax,e shown is Table ' of this report. N5�
comb um geamLmmm shall ampLy with TabLe S of dns
repo[-. as apph€able.
3-1-3 Reference withdrawal Demgn Fahm: Refaimee
Rimdr mal desip 3slaes far L.'2 T nn'ersa] SmLvps and
Cimr;WL t m Smms are .brim in T'hle ' of thh Teport.
Loads arL px en mpoawds per m,ch of dread penemaa Lazo
the mein nhambu.
III PiM-ThronkD��esgn Values: Pull--bTough design
l.,atuEs are storm LsT.,l-i� of -as repast.
3-15 Uniixrsal Screw Treader atticltmeot: The XcM x
3Y-inchLTm3iffsal ° ew%s spinally dei-eL to-
1i�m Ahirk (38.1 men) n-P Lumber side members (SG=
0.55) and LVL side = mbus hmimg minimm, equhrolent
specific g;mitg SG= 4.=0, to SYP Lumber haLdicgmswbers
,SG= 0.55j- The intended canna -idea, geometry is shmm is
FLgune 3 ofthis repcTt IhLmininnm, eod and edge dismues
warn in Fipzff 3 and Iable shall be raspe€ted for
=tal]aaiom- The fasten m shall be doUped „cis' thL
aLla%mb]L Low, shomm in Table The aLLonable siug]L-
BaLw oapadtLes may be simmsed 5S 2nilaple sorL>h
€omndoas if the .1nninnre, 0u able Tar -mg mequmd bg
theMS is prmidLd
3.21wtaIlatum Caa2enmk VmiermlSagessand Washer
Head C'aa tuctm Suems shall be Lmsm]Led in acoordmcL
wit the =nufai,='s iastallmon insuu tinnc, d1L
erva]Lm&a rep mt and the Cordes limed in Section 1.0 of this
repom using a ]owTeed drill- Vb'here conflina cros, tie
mare Festrictii'L shalll gm -era Edge dirimmes, end distaltves.
amd spaaag of the shrew's sfnsl] be suffarie= to- prev mt
splitting of dm-%oDd. or s5 repaired by Tskle 5 or Table 7 of
this repro. installation mw be pnformei withaat pre-
&Mmg Mies inciallasm cnrus spummgg of the Nord
member- For the [P Unn ersal Sa-Lw, the mp of tie saew'
head shall be LwMlled flush with the WrfKe of dm u&
member bem`ggcommen"t�e"& For me C*nsuixnn bjaScmwrL
,n. d1Y1Pmde of the x'w!y be L4$�Led flush RLLL&B L
of die sidL maaaater being connected.
4-0 PRODUCT MC.REl?TTIGV
The Caaatmmk Unnwsal Saew•s and Washer Head
C:mc,n cm SaL%3 aescr bed in bLs TEWr, are alrernainL
dm-el-t}Wa breaded' and self-appLog fasteners used far
Road-to-%vad and snrnm-e vd %rods carom-cbons. TLL
Valid Th rough: 01fJil2021
screws are made of haat-treated handed carbon sbeel wbE
and am Tu rm a=ed Ding a €Dld-fo®ing process. The
screw's hnL mULd dam and a praprietaiy paint The
C'mmluuA Unn sisal Saws has'L flat heads Aim a sisr-
drisL recess. TtL Wa her Head Corm Screws hnLL
%whey heads vitL a star-dm,e recess The sam%3 ore
aimUab]L m multiple lengda and diamaerers as desatbed in
-file' afthisrepart
4-1 Corrosiwi-resisunt Caafiag: ME fasteners are Caated
with U^- Ciok Color far cotmum prowtDm the coated
screws are recognised &r asL m %road pressure-tieamd with
%-atParboMe alkaline €oppel quabeman' (ACQ-D)
prey M-e Mth a muxirmm, aetentron ad 0.60 paf (9-45
Lg-m').
S-4IDE_VITEICATTON
ILL peckagma for LT-' Fas-er,ecs is Labeled wish die Lb='
Fatema name and address- tie fasbamT designation and
model atd t5L LkP5.13 UES Etislaation Rrpar.
Number (-t-454). The &53�maam 'Unmersa] ° - or
'{'anst:uctiam Soren': for the Czawarcink Unnersal S s
and Wxi 1ET Hind Cans=um Screws, mspecm 9' '. ne
m€ iNIEd m the idenhhCahon. ThL €om panble tlea-ad R'ad
qT,e (4-60 p f ACQ-D) is indudar3 Nh n applicable.
AddtiomaLty, die CVB9UIX-bM SGVW& w L LdentL5Ld wtth m
iapnu aathe hLad of ear-h scr :s diammu jDd beng& The
identi5:atiaa indndes the MIYA Ci Uniform 2,mlimban
Sm-LcL Mule of C'anformity- n' Nfa& of C'naforaut} mag
be used as follows:
IAPMo YES
ES
LU1f0 LE5 FR-ac4
6.0 SUBSTAVTiATD10DA-1A
6-1 Data maccardamoevztuAC^-33. bLICC-ES-bLccep-.=a
Cnbt rw for ibamaw -DoWaL-T4pe . as-eaer . rpproed
Ctt)ber 2012.
62 I]au m aaardance withAC''37. dreIOC-ES A€rep-rice
Qitem for Canca a,-gLx31=t Fastemm amd Rtimlmam of
Cnansian Effeets of VVaod Tm3ftwmt C hemmals, appro; ed
Coc� 2W9. ediuxmily vnised Sfomb.2018.
Page 2of7
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 42 of 53
V I E W R A I L
H&G Talon Glass Baluster
Test Report
Wu�aREPORT
" Originally Issued: GlMG2017 Revisie& GIMF M
7.0 Si'ATE 1ILN7 OF RECCUW11I0V
This eeahmuz report desmbes the results Di research
€arced aat by LkPI%f0 Umfa m Rwahnbom Sen-ace cm U
r-as men c*u3 or mk uinmrml Screws and Lusher Head
Crinct ubon SaFwE tpassesschairrani wnavncetoELL- coies
shown m Secbixa 1.0 of ffiu report, and domneat the
prodmcts €ertib€aton The fanmen am prcdxed at
lacatiam mted in Secs 2.6 of this :epxl ietdeF a gaality
€Ordral Pragrama R7th paraEbo MEPe me d7e
MpEnmm of Lqi3mo v--s
Brian CATber. P—E-. SF.
Vice Pre=ideos, Techairal Operations
L:dforn EraloatimS-nice
Firhard SeclL PE, CEO, MCP
V wcr Premdeaf, Underm Evakwion 7-nice
G755 Ckmhj
CFO, The LAPMO Group
For pbu eWd
1FRR.py�fl]m�-.pro Or eov795 ■! e=E
Page 3 of 7
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201
454
ValidThrough= OVA.+2021
Page 43 of 53
V I E W R A I L
H&G Talon Glass Baluster
Test Report
�EEVALUATION REPORT Number:454
Originally Issued: OVOW017 Revised: 01!'3V2420 Valid Through: DlBI12021
TABLE 1 - U2 COINTERSINK UNIVERSAL SCREW AND WASHER HEAD CONSTRUCTION SCREWALLOWL3LE
BENDING YIELD STRENGTH LW FASTENER 8LLO1 ABLE STEEL STRENGTH
FAST7EF.AL7N}EL 9T-r3
I�IOR
Hfll�lff®
W4�]R
3TFMGTA
FAd17ER
F! T=.:F
'AATE]IER
THRE*
HEAD
THREAD
AMA[
THREAD
Een0
D�IDIEA,TH71i
L9h4T4.L
LEhOTH.
OWIETER
CY.r?TI
�..,,.
1pkn E1.
Yield
T] ie
_
-
fnl
41�:
4vU
OMEr3
IJIQ
�""D
8tvgh
p{
dl li-_
(al
I
9x_
2
0.329
n113
0.131
0.17E
215Aw
EK.
337
9x :
i ..
LYlh%omM
g
�t'a
i0 V:' '
=
1!'
0.371
0.' 3]
0.14E
0.197
2XID00
OB
40:3
10x47:'
4-'
3
ya.wyus1_ IM
&�j
12 x 31:'
3 A.
2"
O?41
Q=-
1L172
O=
2-EDOO
1112
EO4
12 r6'
6
4
10 x3'�.'
1L
1!-
DA45
OL
0.143
0.19E
=D00
7E8
413
CongbU3hM
5HE
q
16aYK
EM x3'.-'
JL
1'..
-
_i_ti
n170
IL197
OS74
231) D00
127E
724
�W
3'3x 6'
6
0.�15
=-
O�29
6.312
21}DOO
1ET7
9c
I I a fmYnn Wh mmYn•ti-#�P hob c.�a I fmY�r ►T.t ivl d �antl bn N bPcl Mt Inc L N holbn vl F� �ml Fn 1�-aavrt v�rr�R� h��, wwr f�Yr�
•n� F.1 b. — hwn1 . --k M 1ti •..d t ih. bebm cI Ev pri
7 !hw dbnyrt r—d. Y. p.-L Fli—L
3 L1�n�y rNc da�nph d�bm�xd �r •xFapdbd f /.STY 1157 me b•� m!� Hcr lr•� �noSSdM�
L
I
�2:
.i ItFh{} 11�4r.Tl- n l 1
FIGURE 1- U2 COUNTERSINK LINVERSAL SCREW
_ THKAD LENGTRi
'OTAi LENGTH ILI
FIGURE 3 -WASHER HEADCONSTPoUCTM SCREW
Page 4of7
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 44 of 53
H&G Talon Glass Baluster
V I E W R A I L
Test Report
EgEvAwAina REPoin.- IL 454
Originally Issued: OIYDGM17 Revised: M1f21i2G Valid Through: 01M.+2021
T-3LE 2 - REFEIiEI�CE h1T DRA1VAL W DESIGN VALUES FOR W"-TOJh'40D CONNECTIONS WTT-1
UNII;RSAL SCREW AND 3TRUCTION SCREW - -
FpbTEhER
6ESI13NA,T10N
Fk#TEhEP.
p
THREAD
LENOTH,
LENGTH.
REFERENCEYM-HEOR4WAL CES1M VAUJEB. N (DM.l
WE-
8ERVUE
FACTCP.
E4=p,Z#
E{}=p+42
EO=O.Ep
84 =:fi5
L'�
6Un-
39 = o.6E
LIIVrw d
9E
125
1E2
9 x 3'1•'
1 ..
-
9S
7a9
14a
#uews
113[2Ar
1..
-
93
117
lis
159
'
[Cnuwwrl11
113[4
3
39
125
147
16,
1E2
I
12 [ 3',Y
.2
-
119
152
17'
17.2
10[31w
1'.
M
99
7M
11E
14E
Own&u"n
V'
1'
12
139
M
191E
1E2
SOMWG
h'
K3J8xV
1'•.
119
137
161
177
16E
i'
DYmAier
•
.2',.
us
15E
'9i
ME
1E.,
H=d 4u ;
T .
114
�'
198
31ErT
3'i•
iQE
751
247
215
.>. w r,1 G n.14� er r .poYvoY .#mod Yi1.,..dtrC.ni'� 1u un� i.bnr r•-�q h =c�Y a-nxinn rrgh n 1dv �.. wr... ra
ncl b. mlYa�c x �r.¢i-..d r.rb.a
M.Yn.v "-haa� u�T rW� rA o. rr dp d m i Ygh al i.s p...6./a L-G, nd .lq x 4p Y.- -
rv1 r vw rd,
} 'JP.r M:.:�: r.JW Pvl.Nl l.a. 1113 or 11330n p--* ,l,vtlti-9�xtc
,.00a pm w-.+Yy.pwY. g." Wrr-1.-pp -. npw
i '.rd.Y pn.1..d xT-.0..w Mtn PR drWdmM�l
. iftl-b itir P hdim �d TM .wYhi�cw.a. ra 9Q-dlj+. u4.i tlt w.c 16r.
TABLE 3 - REFERENCE LATERAL (Z) DESIGN VALUES FOR WPDM' T04k0M COMEC:TICNS (PARALLEL TO GRAIN) VWrH
UNIVERSAL SCREW AND CONSTRUCTION SCREW' 4t
'U LE BFEM _DADS UR
VET
8�E NEWS3M
N W N316E71
U3NI >=
FlCTHst
FAST31Ei
THCKHE2B.
FACTOR,
bS = DM
813 = DA2
ES = p,60
1. =Q6E
LYL
Equte. 43 =
DEMKATION
El
T. 111.E
'E]IEFR4TIF1
0.
�ru
O.F:
9za'..'
1'
I
30
i�C
USYMd
9 r 3'. '
1'
I'
M
596
16'
"
Baer[
ICalrelak
1S r_ ."
1
90
99
=
133
=
is Xz'
Y
So-
ISE
1E r 3' _
1'
' 36
pa®yrYM
S 1 E r 2..:
1
' 36
3_
=
a10
=
Q'=wk2d
EMEr�r
i,
97
24E
I
39[P
'_12
4Z-
}G
3'9 [7•
S'�
394
=
44E
253
1. nWhp� br.I .pploYf..drrtW.M Ir�....ktr4. n dt *o� �n�i..bnr WRh eo1.YOY oar.m. r.,�, r whd. o_ �..x r.i iWi by .rtr
�M i�nL
3 [Jclr.r b. `J....pxd qw U-1ybrr W. Mnc W Ian• -a P'F♦nd 1�113]R 413M wW..b�y citlt xga.�.c ootl roW�p�wYY
Wdti>v *b P+�nt .Ppl l _W -c .
} 1.! drY p.n•.Yd w� rrP� Mr ..'46 2 r1r w,w L51xn tlt q . 2 M 2 n N M nr w q rt.nd .n
d1Yr4 fi. :1 9s w.c -L- 4. kr. d p..h Gn"1r h.I a -d
4. �Hrvb.ndr.dr.dt+t'J.-aT.d9.-.d vn-J.-. M 1'..a�.. d. d. MW� n ioEt.mclb-
1 Mk*- I..1- p-.W.1on h.1 -. b Lv u-..rqrh Y. L-t d-1 1'. wood W. pW
b. F.9G- 033 t.%W!. +e!.1c,rpi Y1 C.-36 r.,,.- -
Page5Ef7
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 45 of 53
V I E W R A I L
H&G Talon Glass Baluster
Test Report
454
Originally Issued: 01106fi241T Revised: 1211311MG ValidThrough: D13V2021
TABLE d - REFERENCE PULL -THROUGH 0 DEMN VALUES FOR WOOD-TOJNOOG COMECTIO"S MTH
UHIVERSALSCREWANDCC" RUCT*NSCRE`1',-°a
MIIAMLY
REFERENCE PULL-THRN*H DEMN VALLES, P [h11SIDE
11FT
FASTENER
FASTENER
MEMBER
SERVICE
SO=
L{=*;2
#G =0.60
SO=0.a6
LyL
R
GESI GIlhTH7X
6
THICKhrM.
FAC'
T I
.Sa
.SG=
0 Ez.
UrYrarcm
9x A'
10 x m
_
96
ltm
{Courbw4&t
inr
_
_
_
_r
12 rYir
Smwm"
12x E'
_
_
3}
10r31W
:
_
_A
C MAMMuI
11
E11G I12'
p
5u
5116O3'A'
571Exr
c+
ffftm-
3M
11i
40
He"Ewr=3
3Er E'
3Er7-
I
1 _f'c '�a�Y.1'ra1 G1..�T ��V.�fL w-I��.ruwom LLUY.aP��rflSTahr 113 Y.v 11.3 ]E n p fe
3 'aN it in.�Yc at �npavi-n rtlGPv�i vl.kYd n.�ral apa�cllrAry>W.
rnwaruldnmlWr-.d*Iabix.w,.�vlMrood ran ranb�afi ka .w.a.aal•"'-.+'..M .4�ti. �odian
TABLE 5— CCNNECTIDN GE(METRY FOR tJWVEFZ.6 L SCREYI AND COHSTRU6010H SCREs4
comerffm
S
C11.IXL 7
MN�EUTANCE OR aPACING 11r'ahal:
ce
I s10
su
E'1f4
We
LxWkiU Twmrd End
1s
.31E
2511E
25M
33.'1E
11.2
ErdD !mnm
Loadrq larva,' FIT Erd
1I
'ME
13116
13JA
21.11
236
LmdkVPerper cAwb Grdn
IUD
' ME
311E
Mahe
2 ife
236
Lax&V Perpendniwb Grain
256
' 3a
1 34
no&
1 294
134
Edge DbUnce
Lcadng PanoW koikM
256
.34
134
nolt'
1394
134
EPadrg
L0ab10 FaraNi Ta {3reY1
156
2311E
2511E
2SiS
33M6
31J2
EeW&
Fasten des
LoalUrq Per asw Tb Gall
I
1711E
1311E
13Jt
2L&
231E
sww
IRUM Rom
sD
3%4
1311E
71E
11ME
1 3)16
a eta Ra
>;UQ?5M Roles
256
Wa
711E
771E
3'1E
Ve
Tahr T nq o p�a
' eni m a . e.rva and a.w a P� R my afi �'=otl ci .a�acu.ac �} ii Yhr, al.ol..ar . t+ rs tl
Page 6 of 7
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 46 of 53
V I E W R A I L
H&G Talon Glass Baluster
Test Report
EVALUATION REPOIN 464
'Originally Issued: OUO$1W417 I evked: 01!'31i2420 Valid Through: 01131f2021
TABLE C - EXPOSURE CO UMONS FOR FASTENERS WITH INTENDED USE AND U MrrATIONS OF RECOGN171 ryN
TYPICAL APPUCATiONB
RECOGNMON UMITAMONS
EXPOSURE
CONDITION
CORROSION RESISTANCE OF FASTENERS
-
-E 1 xmm in My Ir.E aK4"ors
JTKed b-j5e WPEM egLII DALr'I rrpDUjre .^'1. rtellt ur 11w ofte-r:
'•
.mzLe] WOW Tee.E wy sui Ce con-. l:fb 36 Mym,, d h the _ .
GeneralDwFsNutan
Umtedtofieww"aWehgTInI}-.,e,3LEd&xdeporlre T
rw.Ere?5ae rCt'br LSE JrdersatA-A&ewpDRre.
FIGURE 3 —CON NECTiON GEORIETRY APPLIrAE F TO TABLE 7
TABLE 7 - ALL-CW413LE LATERAL STRENGTH VALUES FOR No.12x3-r -INCH LONG UNIVERS aL
SCREWS TO CONFECT SYP LUMBER OR LVL SIDE MEMBERS TO SYP MAI N MEMBERS (ItfI
N141MUM
A- I pyrABLE LATERAL FrRE GY"MQ
FASTENER
IME ISETffifft
FASTENER
DE3S011AT1011
FASTENER13
THI KXECt,Ti
IPENETRAT10N,P
pro]
IWORAIN
MEMBER pn.1
:yp
LIIL
U�trzlfa xe�'
12x 3-1?2'
I.1f2
2
276
232
1.
Ak-- Ybn b.gr—U.i. trbm pnwkd —gym nq� —d.."
2
YY*--pv nIt. —
l 7nM E
i
F d— rrh nd. n-,br n Isbtl
erdq ��rwr n atl�d N t Tn
r
nernmr�rrr w e.rna rre m r. -•
- Lr.� r x I�en ,vf�..n .e..� .�. n,i,e n n.n r..� • r.� » ,wm.h xr� r�•.n.r .�
1
MW -ari#r os elw.
..- .- -rtr rr w oW
R
Tin kp..�brrW—ir4h wit .-.
.- _ , ,T—bm utZ H�I:Uw—W!—r.KPHtW}'hrd—
Page 7 of 7
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 2020] Page 47 of 53
H&G Talon Glass Baluster
V I E W R A I L
Appendix E: Hilt! Concrete Anchor Technical Information
Test Report
The following excerpt are pages from the North Adnerican
Product Technical Guide, Volume : Anchor Fastening, Edition
10_
Please refer to the publication in its entirety far complete details
on this product including data development, product
specifications, general suitability, installation, corrosion and
spacing and edge distance guidelines-
U&CA: httpsllsubmittals-us-hilti-comlPTVoi2r
To consult directly with a team member regarding our anchor
fastening products, contact Hiffs team of technical support
specialists between the hours of 7:00am — 6-DOpm CST.
US: 877-74O.6337 or HNATechnical ervices6Mhilti.oam
CA: 1-8t10-363-4458, ext. 6 or CATechnical Servicesahilti.com
Mill" �.e-
77n Gallas Fwkway, Salle 1000
Plano, TX 7502L
1-90o-879�90�0
w w-hlHl.com
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201
Page 48 of 53
V I E W R A I L
H&G Talon Glass Baluster
Test Report
3.3.5 KWIK BOLT TZ EXPANSION ANCHOR
PRODUCT DESCRIPTfON
KW K Bolt TZ carbon steel and atalnleassteel anchors
ArKi ar:rystem Imo. a.d
Stanlam StiaW VB-TZ
Hro SWEAT-A22 impart wtanch and iho Madlta
U: w Hr:i 0.nrt Pa al Sysr rn (F]F"! fa duatka
dnling and lnrtnlabm icarrpnart wth TaWi; 1 of OSHA
19L6.115GragiatiDn:for allcadlutaaapKrctro-k
' Ac==Saf k,c — mUlatnn,~ uwg tt a Hln Sh4-
SAT-k�- inpad �h and thaSI-ARA,2 Ad_=N+ Tanqua
Modem
Piad'xt and Io-rgth idrF&Kzhon nnanFc fa{ Irl=a qnr rty
ccntrd afic installation.
- TFFci jp fDdum nsUlatnnandva i;"othro-ad lo-m3thc
rn'pnava p cicLoc rty ands cimaodam van:cus hors plaW
thG,no-c:ac.
' TVM316 st irkr� ;taW wri JC+a-. pr"da suixnar
pa -farm QIn crwKQd
Ftidgaa or Qxpanson -A%G a: rmcivd4 iFwAQz:ad miabl
Macha ical anglons<or a.lcw; rnmrad airr:aad apolca:or.
- Ranacd nnpCd saclron Idag pwirJ prwAwrr'_liaad d;.TWgc
dwing Inataliahul.
- gait nmuGdxhldyia4j,iarwltafAr-1 iB-1S
Suction 2.0.
Gnvut-filled
;,a1rrd. Uesgin
conaele
GatagonesA-F
;eA 349-O7 Nuckw D] ,--gn Gordo Is aralamik
Cal Hilti Tadncal Mwpori.
Hallow Qed BR PiYafisArd-w Fresponkw
w.th Adaptive design software Iia gs
Torque Tool [A.TS
APPk2bwL
yar-Ps 1lntann2hanal Uda Go ixil}
-2018Ir-bwn= n@iSwdngC:dpj1ntrarn=Dnaj
Rnomntial coda gBC11Rq
- 2015 National Ekdding Cade of Canada {NEE-Q
ESFLl917 n aoncratio- pp ACI ul & 14 Cn 17 f A1C1355?2' KM-�3 AC, 9G
ESR-379finglat-ycdCMUPwICC.SAM
ELC-19F7 m oaxloirr pw CSA A 3-14i ACW52
Cd F of Los An9 awc
20-- L 2G awipwimKi t IMrmn MR 1917}
RR 26057 Batt -fled CMU
Fkmwa F3uldng Ccda
I 20-. D F3C wm HN-IZ
FM IFacmry WLrwj
Pipe sT-aulblrtaGG *ef Via— G 20
ULardcU rUrrtarwnrtan L-wu=ryj
Rwha aq.rp•rrntfafro-prmwbonarnoo-cfor$8Urarp$+d
MAMODS FM
AM>
l
2M .Vrchck Factan^0 Tactncy p.da Ed" 13 12.9.WGHCF4W 5YSTBA51 -U.5 POW BOLT TZ ErPPRU)N ANU-DR
Hih Fc N.S4 I-SCr-MW001w esp Ul 14KC75•-MM Iww.x Mhom IHiG IL+lamlr Pcrab-in 11`wAnArn 114XXI-,
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 49 of 53
H&G Talon Glass Baluster
V I E W R A I L
Test Report
Arlchnr Faatenlnp Technical Guide, Etlltlon iS
VATERIAL SPECIFICATIONS
carbon ateN wM electroplated isle
Cabw steel KS-TZ anchor~ have the following m,nrrr�m boltUactrre loads.
Andros r&ewla
fj"
Shuur
Obj
T�
034
N'I
6,74A
1
7,41B
1lZ41
fE
111AM
17.525
175W
25.953
C-wbw ^heel amdk.r componem pLde i Pt accofdwce vnth A.STM B692113a mirigmU m IhrC 34 of i Um -
Nuts G7nOr m to the requacrent-s pf A.STM ANG, Grade A, Hex.
Washers MEN the regArermenis of ASTm Fg4d-
Emami4n reeves Iwed3es5 are m nufactrred tom tvoe 316 stanless steel
Stank-aa steel IM
SUOMess steel KB-T2 archcrs are nude of type 304 or 31 B matenal and have the idlowin9 Minimum bolt VaCkfe k)a&
hrrrtn harrlaw
VAS
ahoy
Arl
T400n
.I.9
5,056
6.519
1;'_'
8,S43
12,3E-0
�.6
13,93G
19.109
q.+d
2Z461
24,729
AN Fwts and wash,e-fcrtype334anchchvaremadehwntype304sLanless-
Am r Ls and washe, - icr type 316 anGhEh - are Trade from type 316 Etanlass-
Nuts "Wet the dlrr'enayrx3l require-enL: ErrAUTM F594_
Washers meel thedmens,oral regwrem a rtsof ANSI 513.22.1. TyW k pLarn.
Emalrs,lprl sleeve twedos1 are rrude hum type 316 starveK s steel.
1 Boltfinduialood:arudutormnmdtry tovhrgnaurww=ton:romacwhofDrgrrdrtyadthdmttlwmamftnxlrgfiaalrty. ThwAz1cm:ao
nor rr6rrdW fix do- ign Puipo ..&» tablas d and 16 far rt �-WW du gn siargthc aF carom . W and :tanlue: -N a1. iae[.•-Fury.
INSTALLATION PARAMETERS
Flptre 1 - HM KW K Batt TZ apecrkcsUona
to
.-- au
--.eEddm 1913AAFXa+OFYDS921Er.19 I a.3S 11vnt SCXTTZ EXPAN004 AMA4 n 287
,, , _-_;;�}3 w QGPaW 143oa4T7S-5= I hfh-oon IHh fUa� Oaprata l N hft.a 114300.363-a4=s
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 50 of 53
I
V I E W R A I L
H&G Talon Glass Baluster
Table I - HIM KWIK BoRTZ carton 3teetsp&-liflesilons
Test Report
z
InrD m3L471
:YMDO
Llld:
ho,n.nai t3d
oL
di.
j;
cLwnQlw
314
PJ I m,-
fn.
1-13116
2-qfI6
3-I z
--. i
3 -iA
3-13116
z
z
4-S118
5-%rla
cmDQJM�d
nnnn5
K61
(591
r. S
Isci
L191 5
'91
I
113 SI
L-Mact ,; -nm,-
n.
1.1a
2
2
3-lf4
2.
4-314
GmDiijn-a .
fmrrO
43M
(511
fS-LI
ME:)
---
L931
19%
1`12ti.
on.
2
2-W
E
2-SA
4
2--
--i
4
4-SA
S-am
V, ho.; =.=th
1%
ftqn-5
M)
(67)
,ai-
fr.,n
0=
rMI
11215
NOZ
fl M
fl 4%
m.
a
0
0
3J4
1 A
31%
3,%
D
D
7fa
fnrin,}
4M
IDI
Aft91
(E&
n
1191
A
fat
pal
V 2, -;:z
m.
2-1306
--"G
1-9;16
4
2.-. --
i-E S
4"
5-%M18
4- Mflfl
3-t5j1IS
1
rnnnn)
4711
"1
90
fl WI
1121)
f-U11
I'l 251
I'l Oq
ft, 13
.2S
*3
11D
flml
cm)
4rA
B..
fl 491
7_
ft, 1374
-S
--
1
'4m'
4341
1319
9116
-
c
I 1 .11
414.34
(171�
r-D.S+
a an,C,xi.
in.
3
3-39
5
3-3,%14-IY2
SL19
7
4-3,%t
10
S-IU
7
ID
IQ�20'1
f-5
17SI
561
1275
m a
tP145
-M 1ff
11791
(121)
rl�
i-=
-' II %
6!5*1
1
U4%
1`117%
r-SA
TN&-,:kd iwM
q.
I -1A
--I
3-1f2
I -SA
Z-Sfa
47a
1 -112
2-M
S-t%
9-39
I-I.Q
4
S
7
.r-d.dng c"pao-d
P—
""
43M
CST!
-PD:-
Hi}
1 *15
1 fEW4
4lZiq
CM
fM
4133E
I
(1711
1
fE31
flfflF
141ZMI
41791
in'
I -If2
2.1 n
MA
3
Ur,th.Gadi,d IwVth
4_
(nnnn5
M
ISA
caz
rM
I PAinrM-Or.tNCkMWjDrTNtLm9 S2DOnCQfnDntF WhVin alDn!k Z in =WZtthQrninjnnLpniiDrjnjj w-tGdnQr4L Y~ KWK 9,A-7YKt,-D.-, a B -AApdal
t C -a 2r1chckt'%a2drhU wct rb;o t�c �wfa:oDMccu%DwsL Iltt-4�r.uni; i-f"cvAftir. -.COL�da0pD=O�Gt3•Ln-.-rr I C I , Ed
n . orrbGdmwt V A �Q DC"3,n
tiro uNQwrg dully xvic" a v% rctaYmrpD,, b:,q,,Q r,r.,k: MOV" I , -D:OrrrrG%dGC --Vd OQ R:,037Z MCCC 12Y.
Table 2 - FIM KW K Bolt TZ stainless steel apEcMcaUam'
Eg"
If2
51
3.A
NIRM 2±01
F)mb4]1
Unit;
Mann,n2Jk3d dlamntl
d
r.
Nann.n2.
E
3 -6 -2
47il 6
4Ee1E
S-"r.
fISS
(91'.
1.11126
41114
414M
EffgcbyB
L
3-1.'41
4
3- 3M
4-3)4
u-badn,gi-r.
(SI
W.
(1Om
(951
41.211
4
4-SM
5-3?4
N n hoa dDoth
(6n
cx;,-
=
P1215
41171
414bl
IM
3.S
314
1A
I-rkm
n
019)
f31
4411
-19
4
5-S.Ce
4-2V4
4-SM
&-ix
1011
y.
1,:I,
411 TE
V;�
fl-lb
AD
110
'4nn1
fS41
;S 1.
(1491
fl-lb
Is
-S
35
70
K71
cki)
F A -
7e1s
3 5
lips
TVIE
d 3-
cri-15
414.4
417.51
�L61
374
3-111 -
5
1-3V4
4-112
119
7
4--EM
6
43.S
10
S- TF-
S
16
r
.
m55
4"44
ftw5
1'7M
fin
o Em
rz�I iii
Vs4)
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aos'-
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2,3,S
X-,ffl
4-7fa
I-1,C
2-3f4
S-IA
6-3Y4
I-Ir-
4
43
Inn"
L4 1)
46M
0165
lIZ41
1`381
UM
I'l 331
(1711
1`381
OCLZ-
IIS21
Lml-.; idad 16ngth
I
I
I
1341
I"
1102I
r,.CF.-_: :' i. :. _ C: C.6 - _, n --i - 74 2 r:-ZJ.GC 31 %YG- MRBatUancJa2 ;kBx,=pd W
: offKKdTk;r-. -4. - 1:13 tn.k=nj {:: 'Ga. IN :z: s cl VQ ccrci w);, H Vo tx-- a i: �.f` ",f ine. -. cadd W p=da 113 :un J-.a rhutln tho WHO -of
thW tltivatlri n� - -. ;--r, =.ci, W nj or bcc s6 " 1, 3.; iko% a -, -xorrffn " 6nmcn-cor. OG FRYQ21,w 30cndngly.
28LB F=Wr2T;cm-c2 adQEarban I'S j3.:I.4,HCFO-R4Q SYSTBAS j-U.5M1MKEOLrTZEXP9,I:5MAMMM
Hdt. Inc -�L;.S; Gn Qv} 1-9X-S79-3=1 I WWNLhli -Ccrn I Hit: lei l Corpoiabcn I W"M.D:- I I-R213W-�
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 51 of 53
I
V I E W R A I L
H&G Talon Glass Baluster
DESIGN DATA IN CONCRETE PER ACI 318
A01 al 13- 14 Chaptell' 17 deWM
Test Report
A-nCMF Fastening TiL orknic-all Guide, EMU= 19
The 6:Ld values Cont3jned in the section are Hilli VArripiffed Deign TzibiEs. The load utwes pthrs serApan were deveiDp3d tzsing
the Mmrlcffi DLnAgn paeamellefs, and Vannblin of EDR-1917 and **eqt,&nns. wjhjn AcA alp-14ChWtef 17. For a &-Anjied
explaruban QT*e Him :1-90Lad Design Tables, refer to zectPoinG.1,S. D-2=3blLn, hun-i ESE-1917 ale nM coi-tined in *q5
sectcn- bul can be fcund at www.,c4--es.cvgce.3t www.hilti.com.
Table 3 - Hiltl KWIK Bolt TZ carbon steel -design sVength wrM concrete / puriout ralrure In Lffimakeill DxKw2te�lz
FAomral
T&- nv, - 4,'4.
ai,cha
EffixtyB
N3-3I
4JLvn;tik
wnb-Pd.
wm0QCL
1E00
MIN P,-
f 4.000 E�
S.3313 P',i
f 2_-X* mi
J'. - 3 OGG P.
40Wpu
j'.--H.M0pa
0%_
Wk IM"
M. 4-rW)
111 111.
D
lb. 0a,
D .... .
WE 1111LIQ
t •.'I-
t '
b No
I -1 !7
1-13 :16
1 I;S
IMID
."I:
1.545
2--k93
(2:%
14134
16.31
IE.'-1
kE..Z.
5.31
(10-61
1.635
2.373
2, 5--.
-.;:-s
3,005
3168 a
2A
(515
FA
47.31
19=1
1'"3)
10.1
113.41
(16AI
--3A
3171a
2670
3.380
4,140
7ACD
---
gRSD
11.879
FE4
71.
I F.M
f I &A'-
434.1
2
7-3A
2r35
3.420
2.375
2, E05
3.33S
3-Ee3
1515
f6M
19.M
-
: I-ZAl
. - :
111OAl
(11-6:,
13.41
(16A
3-IJ4
S-E;M
8.585
3'92s
4.535
9AAS
I D-78S
-.-ED
15250
11
115.91
14314
-A
;55.41
1?57A
3-Ij13
3,".5
4.313
4.72D
se4s3
-qrm
11.746
14_-m
141.31
0 S_;1-
I52.21.
94im
4
4-7P 6
5.945
?.S::,
E.210
13AW
14,726
170M
20AM
0021
1113%
WSAI
433.3
4 I.Q-
15914
N-EZ.-
1`75-ril
M1111
3-1!4
3- 1 M r.
4.573
-080
9.1345
10-785
1--.456
Is-zsc
W1
1975
1-23.31
i43-E1
gmi
vssA
O67,M
MA
4-E,116
5.311301
3+4
19 M
11111
1:3,1:
=
;111,31
i,
114,31
bISl
11"
14.11
414
9-9j1&
Uuc
I
---
8.7416
-0-75S
17.390
1 IMS'
DDD
26.945
1211
.'Z.
14,
:301.9;
S
I C47-S.-
rT.I. 41
7
MIA;
Ig
0mD
I -
Table 4 - Hfftl KWIKBGR TZ carbon steel clee,!!jn stiT%Fth wM concrete f pullout failure In erscKed comireteuLk"
Hornf,cd
Tan G -Vw
- 4.vr
ixrd
Eficcty.
r3l
3.33D ipc.
f 4,000 pc
' I
3r3D6 pc.
I 4.X= pd
8.DDD Fin
'1�11
Lb (00
7�
h !kt4-
Ib WO
Ib No
3.- 1 E
663
Ims
1,330
1139S
1,3115
1-69S
-.5
14158
1.91
44A
15-%
44-131
(7-61
2
2-3A
IrSES
1.9?5
2,420
Ims
2.1311
2-605
615
1`601
{7An
1HAn
fkl?-S}
7-sl
E 7
19-sl
(11-61
Z-3j4
3-118
Z'asa
-"248
2,995
3,t75
-:s
E.
S'BES
3Ms
M
I rM
19.11
1' 11-%
I.SI
fr&lr,
I I
133-Si
UTAI
2
1.55-
-,710
3Ts
:!.&-n
.795
2-60S
.3.51
(11-61
3-IY4
6,976
7.640
im 3-c
10.833
414-1
419.3
!31.3[
(3 4-Q-
19.'1
(4-13L 71
3-1j8
S-"S
SA -A
3.80
--1:
; 57S
7 -'M
9.315
iCLI Gs
1`9 11
13
'I-zl
:3.21
(3 2-q-
137.Ci
(46.31
4
4.7P.5
4AM
:.L:
533
q.KD
I DAW
12,14D
14,7511
0021
I'l.13)
419.-1
2-Ell
�22.31
9"�
'53.ril
C6.111
3-IA
X t --�M r.
2-23F
j-D
7-W
KT
101933
118--1
1I.C1
(-'Ajj.-
19.2i
(48.91
3-3A
445p r.
4.313
=
W5
E
8,5411
9AE6
111.93D
1&390
:39.44
WLI I
PHIA
".111
4-3Y4
S-%M r.
E
(1211
fl 4,2�
--
1 09A.
5-.EH
(rmi
11159.31
k84.4mi
F-Mil
I Sw spcb� 3.12 0 ar' d aG.g, -;
Lrsa, rtQp:Lzl' bet+,ycr• a Dgd- ;-. 3GOth! and C1XC ::a coA'o-cs5�o- c ' �a-%ttpd.
-3 -y�pwrlg. ;c%m dateo. ix c:- : - in 14a.naoa-. y. C•r 113thg zWd v2ks ,nn g4-
-'. S:-: ce. " "akj;G -;. tc. LQ ;Ga ':: tg dwAr.
-;c Y2„ia is rc, rarruJ vFKT .r. v.a oN5L Fa IKMwwgr,: xrv= -wh&j CacUn gigrhgth by X. as Vkm-.:
qfturft 1,.0.W In a.. % - CLGG
�': a-. -= bam or,!.. C dcr+T a n[pi pa ffdbx rD ura 2cp.od ccra =. Fc, :cj�'r�- tor�, an:odd multpply cr2cliDd cDra ax L=u--a
C} q'_ - 0-75.
-ku. Sa .c M-11 IDr 26diila,m r,%c, mman :Wcxam
1913.0 AI`X2+0FtM SYMEMS 12.3 S KIM BOLT U EXAP.S-Qh MCI-CR 28(1
;Qx" 14ED-1175-50M I wwmhiLoDrn I it Carpu,31c- I A),,A.h I 14XXk%-4} 3
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 52 of 53
H&G Talon Glass Baluster
V I E W R A I L
Revision Table
Test Report
Revision
Date of Effectivity
Description of Change
01
2/24/2020
Initial Document Release
02
3/27/2020
Additions
• Appendix D: U2 Fastener Data Sheet
• Appendix E: Hilti Concrete Anchor Data Sheet
• Attachment Method
• Seal: Texas, Maryland. Oregon, Wisconsin, Ohio, Utah
• Two Additional Test Configurations:
o H&G Surface Mount with Stabilizers
o H&G Side Mount with Stabilizers
Changes
• Mid -span test result graph
Deletions
• None
Report Number: Viewrail-07-2020 Rev 02 [Mar 27, 20201 Page 53 of 53