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Structural Silicone Glazing Manual

2

Structural Silicone Glazing

Structural Silicone Glazing

- An Introduction

Types of Structurally Glazed Wall

Systems

Structural Silicone Glazing Criteria

Structural Silicone Glazing Testing

PROCEDURES FOR ONE-PART AND

TWO-PART SILICONE SEALANT

Introduction

Guide for Workmanship

Guide for Sealant Application

A. Cleaning

B. Priming

C. Masking

D. Sealant Application

Guide for Field Adhesion Check

A. The Tab Adhesion Test Method

B. The Hand Pull Adhesion

Test Method

Guide for Reglazing

A. Glass failures

B. Sealant failures

ONE PART SILICONE SEALANT

- TREMCO SPECTREM 2

Quality Assurance Programme

Test #1- Tack-Free Time

Test #2- Through Cure

One Component Quality

Check-Log Book

TWO PART SILICONE SEALANT

- TREMCO PROGLAZE II

Quality Assurance Program

Test #1 - Butterfly Test

Test #2 - Snap Time Test

Test #3 - Colour Check

Test #4 - Adhesion Test

Test #5 - Flow-Rate Test

Test #6 - Shore A Test

Two Component Quality

Check-Log Book

On Ratio Verification Techniques

Recommended methods for

confirming on-ratio dispensing

of Proglaze II

Structural Glazing Project

Initiation Form

Calculations

Appendix A: Conversion

Table - Wind Pressure and Speed

Appendix B: Technical Services

Evaluation Request Form

Appendix C: Sealant Coverage Indicator

Index

Introduction

12

12

12

12

13

13

14

15

16

17

18

18

19

19

20

21

21

22

23

25

26

28

Structural Silicone Glazing is a system of

bonding glass to a building’s structural

framing members utilising a high

strength, high performance silicone

sealant specifically designed and tested

for Structural Glazing applications.

Dynamic wind loads are transferred

from the glass, through the structural

silicone sealant, to the perimeter

structural framing.

Aesthetics/design flexibility

Improved thermal efficiency

Reduces or eliminates water

and air infiltration

Reduces the potential for

thermal breakage of glass

Eliminates water ponding

on slope-glazed applications

Al Salemiya Tower, Dubai, U.A.E.

Inside

Cover

3

4

5

6

8

9

9

9

10

10

10

10

11

Front Cover Photographs (From left to right):

Citibank Plaza,Hong Kong Sanoma Building - Helsinki, Finland

29Product Selection

3

Types of Structurally Glazed Wall Systems

Butt Glazed

Two Sided Four Sided

All Glass SystemsS t 2 / T il 500Spectrem 2 / Tremsil 500(Weather Seal)

m 2SpeS ctremBead)(Weather

0Spectrem 2 / Tremsil 500(Weather Seal)(We( ather Seal)

Spectrem 2(Tensile Bead)

CCNC Spongewith Dart

Setting Block

CCompatttttttttttiibbbbbbbibbbiblii eWWedge Gaskett

CCN Spongewith Dart

Setting Block

CCompatibleWWedge Gaskettettttttttttttttt

Silicone CompatibleSilicone CompatibleBack-up Spacer

ctrem 2Specp Bead)(Cap

ctrem 2Spep Bead)(Cap

Utilises glass vision lites with glass mullionsto provide a total see-through wall.

A Structurally Glazed System which isconventionally glazed at opposite sides bututilises Structural Silicone to bond glass to theperimeter framing on the remaining two sides.

A Structurally Glazed System that utilisesStructural Silicone to bond glass to theperimeter framing on all sides.

A system where lites are conventionally glazedat the head and sill and the vertical “Butt”joint is unretained.

Spectrem 2Specttrem 2(Tensi d)ile Bead

SiliconeeeneSiliconC patibleCompaSett g ocSetting Block

Proglaze IIProglaze(T Bead)(Tensile Be

Tremco Structural Glazing TapegSilicone Compatible

Specctrem 2 /Tremmssil 500(Weaather Seal)

4

Criteria and Testing

Structural glazingperformance factors

Design Windload (PSF)

Glass Size

Performance Criteria

Framing Design

Tensile Bead Sizing

Substrate Finishes

Structural Silicone Sealant Selection

Substrate Preparation

System Compatibility

Design windload

As specified by project specifications

NOTE: High-load areas such asbuilding corners and upper elevations.

Glass size

Identify largest short lite dimension

for each windload area to properly

calculate Tensile Bead Surface

Contact Depth

Performance criteria

Safety factor as required by governing

code body and specification

Laboratory and Field Tests

Design parameters

Framing design

Vertical or Sloped?

Low, Mid or High-rise?

Butt, Two or Four-sided?

Shop or Field Glazed?

Substrate finishes

Alodine

Paint

- Fluorocarbons

- Siliconised Polyesters

- Siliconised Acrylics

Anodic

Mill finished aluminium is not an

acceptable substrate for structural

silicone glazing applications.

Structural sealant selection

Single or Plural Component?

Medium or High Modulus?

Colour Requirements?

System Compatibility?

Substrate preparation

Cleaning

Priming Requirements

Structural Silicone Glazing Criteria

Comparison of Bead Design

Single BeadSingle Bead Dual BeadDual Bead L Shaped Bead“L” Shaped Bead

5

System compatibility

Glazing Components

Glass

Framing System

Utilise ASTM C-1087 and sealant

manufacturers proprietary test

methods to establish compatibility

Compatibility

Colour change of the structural silicone

sealant as a result of exposure to a

glazing component.

Adhesion of the structural silicone

sealant to the glass test substrate

and the glazing accessories.

Change in the strength of the structural

silicone sealant as a result of exposure

to a glazing component.

Structural silicone spacers,blocks and gaskets

TYPE I:

Specified where adhesion of the sealant

to the accessory is not required.

TYPE II:

Specified where adhesion of the

sealant to the accessory is desired.

Structural silicone sealantmanufacturing services

A. Shop Drawing Review

B. Specification Review

C. Adhesion Testing

D. Compatibility Testing

E. Start-Up

F. Site Inspections

A. Shop Drawing Review

Verification of sealant contact depth

Proper use of glazing materials

Confirmation of glass type and size

Confirmation of metal finish

Sealant selection

B. Specification Review

Design windloads

Testing requirements

- ASTM C-794

- Heitmann testing

- Others

Performance requirements

C. Adhesion Testing

All substrates

Solvent recommendation

Priming requirements

D. Compatibility Testing

All glazing components

ASTM C-1087

Proprietary test methods

Structural Silicone Glazing Testing

AAM Tower, Dubai, U.A.E.

6

Structural Glazing Procedures

Tremco illbruck, as a recognized

supplier of structural silicone sealant

and compatible glazing materials,

understands the high performance

requirements and potential liabilities

inherent to structurally glazed walls.

For these reasons, Tremco illbruck

offers a multitude of preconstruction

project reviews and testing programs

to ensure product performance

characteristics and glazing integrity.

This program, founded in industry

practice and specifications, is offered

to our client at no additional charge

and demonstrates Tremco illbruck’s

commitment to quality and attainment

of the highest standards.

Each structurally glazed project in

which Tremco illbruck is involved is

reviewed and tested in accordance with

the parameters of this in-house program.

Pertinent recommendations and results

are shared with the customer with the

assistance of Tremco illbruck Sales and

Technical Services Representatives.

Each member of this team has a keen

sense of commitment to the success

of each project.

The following description is an overview

of the minimum information required by

Tremco illbruck prior to the beginning

of each structural glazing project. This

information is gathered by completing

the ’Structural Glazing Project Initiation

Form’. It is part of the ‘Tremco illbruck

Structural Glazing Procedures’

programme to be followed by

each contractor for each project.

A. General information on theproject such as:

1. Project title, size and location

2. Architect and Consultant involved

in the project

3. Fabricator

4. Glazing and caulking subcontractors

5. Glazing start and completion date

B. Review of the structuralglazing details to identify:

1. Proper use of Tremco glazing

materials including sealant, gaskets

and setting blocks.

2. Proper tensile bead location.

Structural beads are normally

located on the interior face of the

lite or panel (#2 or #4 surface) with

bonding to a structurally sound

substrate such as a horizontal

or vertical aluminium mullion with

a specified architectural finish.

3. Confirmation of glass types

(reflective, opacifier, etc.) and

supplier, identification and description

of coatings, type of glass (Monolithic,

I.G. unit, laminated, etc.) with their

respective sizes.

4. Confirmation of coating/anodizing

company, identification of coating

(type, name, code and batch number)

and location of metal and substrate

finishes. Mill finished substrates are

typically not acceptable for structural

glazing applications.

5. Verification of proper sealant

selection and usage.

We Are Your Partners In Performance

Introduction

Complete analysis of requirements

Analytical inspections and

classifications of problem areas

Assistance in preparation of written

specifications, tailored to the needs

and requirements of your project

Pre-installation inspection

On-site contractor instruction

Periodic inspection of work in progress

to ensure compliance to specifications

Ongoing post application inspections

of the completed installations

Your Tremco illbruck Representative

provides total co-ordination from the

drawing board through job completion

on new work and remedial projects.

DAFZA, Dubai, UAE

Whether your project is in the planningstages of construction or requires repairand maintenance, your Tremco illbruckTechnical Representative together with FG Trading can provide:

7

C. Project specification reviewto identify:

1. Specific wind load requirement for

the project (positive and negative

wind load).

2. Proper tensile bead sizing: the

sealant bite or sealant contact depth

(SCD) is calculated from the design

wind load and glass dimensions.

Based on these calculations Tremco

illbruck recommends a minimum

tensile bead sIze of 6 mm x 6 mm.

Tensile beads (sealant bite) exceeding

19 mm warrant special consideration

as sealant curing characteristics may

be affected. Please consult your

Tremco illbruck Sales Representative

for special guidelines.

3. Identify the type of structural

glazing application (2 sided, sloped),

on site or in plant application,

vision and/or spandrel application.

Spectrem 2 is recommended for

2 sided structural only.

4. Testing designated and required

beyond that typically done.

5. Information and/or performance

requirements specific to a project.

D. Substrate requirement foradhesion testing:

This is to determine proper cleaning

techniques and determine priming

requirements. Substrates typically tested

include aluminum framing and glass or

other glazing panels. Substrates should

be submitted to Tremco illbruck

Technical Services Department and be

representative of those to be used on the

actual project (production run sample).

Tremco illbruck requests a minimum of

1239 square cm of substrate for each

sealant to be tested. The surface where

the adhesion test will be performed

must be clearly indicated!

Adhesion testing is performed as per

Tremco illbruck/ASTM Test Method.

Result on adhesion for Spectrem 2 will

be available after 28 days upon receipt

of the substrate at Tremco illbruck

Technical Services laboratory.

E. Identification of substratein contact with the siliconestructural glazing sealant:

We want to verify that all the elements

installed within the glazing pocket are

compatible when in contact with the

silicone sealant (tensile bead) and will

not affect its in-place performance.

If required, compatibility testing can

be run according to Tremco illbruck

Modified ASTM C-1087.

The test will determine colour change

or adhesion loss as a result of sealant

contact or proximity of incompatible

materials. Substrates to be tested

include, but may not be limited to:

setting blocks, structural spacer

(tapes or gaskets), compression

gaskets, insulating glass edge seals,

glass laminates, backer rod, weather

seal, thermal break, etc.

F. Other tests as required by theproject specifications or asrequested by consultants,engineers and contractors.

Upon completion of the drawing and

specification review, adhesion and

compatibility testing, a formal report is

issued which detail recommendations

and test results specific to the success

of the individual project. These results

and recommendations are intended to

serve as a base of information which

should be confirmed on actual project

applications at ongoing intervals as

described in the following structural

glazing procedures. This ensures

consistent performance quality and

confirms laboratory results.Emirates Towers HotelSheikh Zayed Road, Dubai, U.A.E.

8

A. All components (aluminum and

glass) receiving the structural glazing

silicone sealant shall be thoroughly

wiped with a clean cloth dampened

with a recommended cleaner, as

approved by Tremco illbruck and

immediately followed by a dry wipe

(2 rag method). Use a clean cloth for

the dry wipe. Special precautions

must be taken in cold weather to

ensure the surfaces are free from

frost and/or condensation.

B. All surfaces once cleaned or primed

should be handled carefully so as

not to contaminate the surfaces.

C. All framing shall be checked prior

to glazing to make certain that the

opening is square, plumb, and

secure in order that uniform sealant

bite, face and edge clearances are

maintained. Inspect all butt and

mitre joints. If these joints are open,

they shall be sealed prior to glazing

with identical sealant. Maintain

minimum edge clearances between

glass and sash, as outlined by the

glass manufacturer, and sealant

contact depth (sealant bite) as

recommended by Tremco illbruck

for this specific project.

D. Setting blocks shall be used to

support the glass/I.G. unit in structural

glazing applications. The use of

setting blocks will prevent the addition

of stress applied on the structural

tensile bead due to the dead load

of the glass/I.G.unit.

E. Locate setting blocks on the sill

member as recommended by the

glass manufacturer. Setting blocks

shall be recessed in 2-sided structural

application glazing (with mechanical

jamb retention) to allow for adequate

sealant contact (weather seal) and

glass support. When using insulating

glass in a structural glazing

application, the industry has generally

accepted setting blocks recessed

50% of the thickness of the outboard

lite of glass. The I.G. unit supplier in

conjunction with the sealant supplier

shall confirm the type of setting blocks

that are compatible and can be used

in the structural glazing application.

F. Structural spacers used in this

application must be compatible with

the structural silicone sealant and

positioned on the frame to ensure

correct sealant contact depth as

recommended and specified by

Tremco illbruck. The silicone

compatible spacers shall be of

required hardness to maintain

a recommended uniform face

clearance for all glass sizes.

G. The sealant cavity created by the

installation of the structural spacer

should be located parallel to the

nozzle of the gun or cartridge

allowing direct entry of the sealant

into the cavity. Non-paralleled or

indirect access of the sealant to the

cavity must be performed carefully

(such as an “L” bead)

H. A full -sized detail of the structural

glazing pocket showing the metal

systems must be submitted for

approval prior to the beginning of

the project. Placement of materials

must be shown on the details.

If framing from the fabricator differs

from the submitted details, the

principal parties must resolve

differences before proceeding

further with the project.

I. All materials shall be used in

accordance with Tremco illbruck’s

printed instructions. A meeting to

review procedures, tests required

and sealant application should be

held during bid stage and prior to the

beginning of the work on the project.

J. When using Spectrem 2 silicone

sealant in a 2 sided structural glazing

application, temporary retainers will be

required (field glazed only) to maintain

the position of the glass, in plane,

until the structural glazing sealant

has reached its full cure (after 14 to

21 days), at which time the retainers

can be removed and the resultant

voids in the weather seal filled.

K. Adhesion test must be performed

by the contractor at the beginning

and during the project application.

A logbook recording all tests

verifications must be kept by the

contractor as it will be used for his

own control (refer to one and two

part silicone sealant - Quality

Assurance Program).

Structural Glazing Procedures

Guide for Workmanship

9

It is essential that Tremco Structural

Glazing Sealant is installed in accordance

with Tremco illbruck’s recommendations

and specific written instructions.

Proper surface preparation is extremely

important to the longevity and

performance of Tremco Structural

Silicone Sealant. Samples (substrates)

tested must be production run samples

and be representative of the materials

to be used on the job site.

A. Cleaning

1. Methyl Ethyl Ketone (MEK) or

Isopropyl Alcohol (IPA) are the most

commonly recommended solvents

for cleaning metal and glass intended

for structural glazing applications.

2. The purpose of these solvents is to

act as a “degreaser” to remove the

cutting oils and other contaminates

used in the fabrication of the framing

system. Selected solvents must be

clean, fresh as approved by Tremco

illbruck Technical Services and must

comply with local occupational safety

codes. When being used indoors,

such as a factory environment, proper

ventilation must be provided.

3. Pour the approved solvent onto a

clean cloth. Do not place cleaning

cloth into the solvent solution

container. This avoids solvent

contamination, which can lead to

sealant adhesion problem. Vigorously

rub the glass and metal surfaces

to remove the contaminates.

Continuously rotate the cloth lifting

off the oils loosened by the solvent.

4. Cloths used for cleaning of all framing

members should be white lint-free

and resistant to the recommended

cleaner. Change the cloths frequently

as they become soiled during the

cleaning operation. White rags show

soiling easily.

5. Do not allow the solvent to air dry

during the cleaning procedure. After

the solvent wipe, follow immediately

with another clean cloth to wipe the

surface dry (2 rag method). Allowing

the solvent to dry on the surface

without wiping with a second cloth

negates the entire cleaning procedure,

because the contaminants are

redeposited as the solvent dries.

6. When cleaning deep, narrow joints,

wrap the cleaning cloth around a

clean, narrow-blade putty knife.

This permits force to be applied

to the surface to be cleaned.

7. Clean only as much area as can

be sealed in one (1) hour. If cleaned

areas are exposed to rain or

contaminants (dirt, dust, etc.),

the surface must be cleaned again.

8. Keep solvent containers closed when

not in use. Temperature and humidity

will affect the evaporation rate of the

applied solvent therefore affecting

its cleaning power.

9. Caution:

a. Never use a paintbrush for the

cleaning procedure. It is not effective

in removing the contaminates off the

surface. The rubbing action of the

cloth is critical and essential for

loosening up the contaminates

from the substrate.

9. b. Some “cutting oils” used in the

fabrication process may not be soluble

in MEK or IPA. This should be verified

before commencing the project.

B. Priming

1. Primer when properly used, will help

assure a strong and consistent

adhesion of the silicone sealant to

the substrates to which it may be

difficult to bond. If a primer is

required, it will be confirmed during

the adhesion test executed prior

the beginning of the work.

2. Tremco offers Primer N°10 for most

metal finishes. Primer N°10 is a

non-film forming primer, which is

moisture sensitive. This sensitivity

to water or humidity manifests itself

by turning cloudy or developing

white precipitates in the fluid within

the container. Should either of these

conditions exist, the primer should

be discarded. Tremco Primer N°10 is

only supplied in one-pint containers.

3. Always pour Primer N°10 onto a

clean applicator. Never place the

applicator into the primer container.

4. Apply a thin film of Primer N°10

using a clean cloth. Excessive

application may result in a white

powdery deposit, which must be

removed before sealant application.

This white deposit can be removed

with a clean cloth dampened with

the recommended cleaner. Reapply

the primer once the substrate is dry.

Guide for Sealant Application

10

Structural Glazing Procedures

2. The surfaces to which the silicone

sealant adheres should be designed

smooth: free of nibs, serration,

grooves and alike, so as not to

impede the flow or adhesion of the

silicone sealant to the substrates on

its entire surface contact depth.

3. Compatible structural spacers shall

be installed to keep the glass properly

spaced as per the approved drawings.

Refer to the approved structural

glazing detail for the configuration of

sealant and the placement of spacer.

Face clearance created by the

structural spacer should be a

minimum of 6 mm wide to

accommodate penetration of the

sealant to the full depth of the cavity.

4. Prime surfaces as required by

Tremco illbruck, taking care to

protect the surfaces that do not

require primer. If primer is installed

accidentally on surfaces other than

the one specified, it should be

removed immediately with the help

of a clean cloth dampened with the

recommended cleaner.

5. When gunning the silicone sealant

into the cavity created by the

structural spacer between the glass

and the metal, a back pressure

should be created such that the

silicone sealant swells up behind

the nozzle tip above the sight line,

ensuring full depth penetration of the

sealant. Air pockets or voids along

the edges are not acceptable and

should be reported to the job

foreman for immediate repairs.

6. All sealant beads must be tooled

immediately after application, forcing

the sealant into contact with the

sides of the joint. It will assure a full

and continuous contact of the

sealant with both substrates and

reduce/eliminate the risk of air

entrapment within the tensile bead.

Avoid “pulling” the sealant out of the

joint by frequent cleaning of the

tooling instrument. Dry tooling is the

recommended tooling method.

Do not tool with soap or detergent

solutions. Tooling time for Spectrem 2

is equal to the skin time value as

published in the data sheet.

7. All non-specified surfaces having

received silicone sealant should be

cleaned off before it cures. This is

best accomplished with an MEK or

IPA soaked cloth. Failure to do so as

soon as possible can lead to very

costly removal methods later on.

8. Follow Tremco illbruck’s

recommendations for curing periods

and transport time for factory or

field sealant applications. These

recommendations can vary from

job-to-job.

9. Use structural silicone sealant, which

is within its stated shelf life. Verify

the batch number of the silicone

sealant for expiry date upon its

arrival. Store in a dry environment at

a temperature between 15 - 27°C.

Notes: All cleaners or primers to be

used on the structural glazing

application should be poured from the

main container into small containers

and poured from this vessel on to the

cleaning cloth to prevent contamination

of dirt into the container. Should the

cleaner or primer become contaminated

with dirt, discard without hesitation.

Pour off only sufficient cleaner or

primer that will be used at one time.

Users of solvents or primers should

follow the manufacturer safety

recommendations.

5. Caution: Primers are not to be

substituted for good surface

preparation. The substrate to

receive the primer shall be thoroughly

cleaned using the recommended

cleaner and dried prior to the

installation of the primer.

6. Allow the primer to dry for a minimum

of 20 minutes before the sealant

application. Protection of the primed

area from contaminants is essential

to ensure proper adhesion. If the

primed area cannot be kept clean,

the primer is to be removed and the

area re-primed.

6. Do not prime ahead more than can

be glazed per shift. If the primed

area cannot be covered with the

sealant by the end of the day, it

must be removed with a clean cloth

dampened with the recommended

cleaner and the area re-primed.

7. Please refer to the “Primer N°10

Data Sheet” for further information.

C. Masking

1. To provide a neat sight line, masking

tape is commonly used to outline

the joint to be sealed. This reduces

sealant smears, which are often

found aesthetically unacceptable.

2. When masking is required, the tape

must be immediately removed after

the tooling has taken place and

before the cure of the sealant begins.

D. Sealant application

1. The structural silicone sealant

shall be installed as per Tremco

illbruck’s specific job installation

recommendations. All surfaces

must be properly cleaned and/or

primed before sealant application.

11

During the course of the sealant

installation for this project, it is good

practice to verify its adhesion to the

substrate. Two such methods

are available.

A. The “Tab” adhesiontest method

When construction design permits, this

method is performed at the time of the

installation of the sealant. Choose a

location on the framing assembly that

allows accessibility and permits a tab

adhesion/ pull test to be applied at the

same time the unit glazed is found. At

the appropriate cure period (generally

14 to 2l days for Spectrem 2) a pull test

on site could be run to confirm surface

preparation and adhesion of the sealant.

This adhesion/ pull test is performed

as follows:

1. The on-site “tab” sample is to be

applied as per Tremco illbruck’s

recommendation for this specific

project including appropriate

cleaners and primers.

2. After the cure period, take a razor

blade and under-cut one end of the

tab, exposing a “flap” that can be

grasped with fingers.

3. Pull this “flap” at approximately 90°

angle. Cohesive failure of a tab is

the desired result.

This method takes advantage of not

disturbing the original structural sealant

after its installation and subsequent

repairing of the sealant.

B. The “ Hand Pull” adhesiontest method

The most popular method employed

to verify the on-site adhesion on the

installed structural sealant. This test is

generally run after 14-21 days for

one-part silicone sealant such as

Spectrem 2. This hand pull test

procedure is performed as follows:

1. With a sharp knife, cut the sealant

horizontally from one side of the joint

to the other.

2. Make two vertical cuts approximately

50mm long, at the sides of the joint,

meeting the horizontal cut at the top

of these cuts.

3. Grasp the loose piece of sealant firmly

between the fingers and pull down

at a 90° angle or more, and try to

pull the uncut sealant out of the joint.

4. If adhesion is proper, the sealant

should tear cohesively within itself

before releasing from the substrate.

5. If sealant does not tear cohesively,

or if loss of adhesion to either surface

is seen, contact your Tremco Sales

Representative.

6. Repair of Sealant in Adhesion

Test Area:

The adhesion test area may be

repaired by filling and tooling the

area with a recommended sealant

(assuming good adhesion was

obtained prior to repair). Care

should be taken to assure that the

new sealant is in contact with the

original, and that the original sealant

surfaces are clean, so that a good

bond between the new and old

sealant wilI be obtained. Check with

Tremco illbruck for proper techniques

to repair areas.

7. During the course of a project, it is

recommended that a field adhesion

check be performed at a minimum

rate of one per every 50 lites glazed.

Actual job site test applications are

the best means for a glazier to be

certain that proper sealant adhesion

and subsequent performance will

result from his work. This provides

assurance that the sealant and

established application procedures

are in compliance with Tremco

illbruck’s written instructions.

Guide for Field Adhesion Check

Hand Pull Adhesion Test

50mm90 min

Tensile beadsilicone sealant

12

Structural Glazing Procedures

The design professional, when designing

structural glazing systems, should

address glass replacement needs

and accessibility.

Glass replacement must allow for proper

glass support, bite, edge clearances

and tensile bead sealant dimensions.

Tremco illbruck Technical Services must

be involved in this investigation and

subsequent replacement/re-glazing

procedures. The re-glazing procedures

will incorporate temporary retainers for

holding the glass in place while the

replacement sealant cures.

There are basically two types of

replacement failures:

1. Glass Failures

2. Sealant Failures

a. Adhesive

b. Cohesive

After a thorough inspection as to cause

of failure, and to the satisfaction of all

parties involved, re-glazing should

commence immediately.

A. Glass failures

For the replacement of glass due to

failures (i.e. broken glass, failed I.G.

unit), proceed as follows:

1. Remove existing glass by cutting the

tensile bead and weather seals. The

sealant adhering to metal (tensile

bead) and glass (weather seal) may

be removed with a utility knife or a

razor blade. A small portion of the

sealant is to remain adhered to the

metal (approximately 1.5mm).

2. Before setting new glass, wipe the

remaining tensile bead with IPA

(Isopropyl Alcohol) or MEK

(Methyl-Ethyl Ketone). Reinstall all

compatible spacers and setting

blocks.

3. Set the glass and install temporary

retainers as required. The opening is

now ready to be resealed.

4. Mask the joint, install the new silicone

sealant, tool then remove the masking.

5. Allow the replacement sealant

to cure as per Tremco illbruck’s

recommendations, then remove

retainers sealing the retainer voids

with the silicone sealant.

NOTE: The replacement silicone sealant

shall be approved by Tremco illbruck

prior to the beginning of the work.

B. Sealant failures

Tremco illbruck shall be notified

regarding all sealant failures in any

structural glazing job. A thorough

review of the total glazing system

is required to determine the

reasons/causes for the failure. Once

Tremco illbruck has investigated the

matter, it will be their responsibility to

establish specific re-glazing procedures.

Some general questions to be

addressed prior to the repairs of the job:

1. What cleaners/ primers are

to be used?

2. How long should the replacement

silicone cure before removing

the retainers?

3. Is there room for attachment

of the temporary retainers?

4. Is the replacement sealant bead

(tensile bead) adequate for load

requirements?

5. Are replacement spacers and setting

blocks compatible?

6. Is the replacement silicone the same

as original?

Resolving these and other questions

as they arise will lead to successful

replacement and continued service.

Guide for Reglazing

Hunt Oil Corporate Headquarters, Dallas, USA

Test #1 - Tack-Free Time

1. Apply a bead of sealant 3 mm - 6 mm

thick onto a sound substrate. Strike

off sealant to ensure consistent

thickness. Immediately record the

start time in the Log Book.

2. Obtain a 25 mm x 75 mm piece

of low-density polyethylene film

0.15mm to 0.20mm thick. Install the

polyethylene sheet on the sealant

and maintain slight pressure with

your finger to ensure contact

between the two for about 5 seconds

3. Withdraw the film progressively at

a 90° angle to the surface. Repeat

every 15 minutes until the sealant

does not stick to the polyethylene

film. Record the time at which the

sealant does not stick to the film

in the Log Book.

4. The difference in these times

will provide the tack-free time

of the sealant.

5. If tack-free time exceeds two (2)

hours, contact Tremco illbruck

Technical Services. The tack-free

time value will vary depending

on the temperature and humidity

conditions present during the cure

of the sealant.

Test #2 - Through Cure Test

1. Apply a bead of sealant about 6mm

thick onto a sound substrate. Strike

off the sealant to ensure consistent

thickness. Immediately record the

start time in the Log Book.

2. Allow the sample to cure 24 hours

and cut into the sealant using

a utility knife.

3. Measure the thickness of sealant

cured at this time. Every 24 hours

verify the amount of cured sealant

until the sealant is cured through and

no uncured material is visible at the

center of the bead.

4. Record total number of days of cure

in the Log Book. The number of days

required for the cure of the sealant will

vary depending of the thickness of

the sealant and the local temperature

and humidity conditions.

13

Successful use of Tremco Spectrem 2 -

one part silicone sealant relies on proper

record keeping. When Spectrem 2 is

intended to be used for a 2 sided

structural glazing application, the

following is recommended:

1. All containers be stored below 27°C.

2. All incoming batches/ lots be

immediately recorded and initially

tested within 30 days after receipt

of material per attached methods.

3. All results must be recorded

and maintained in the appropriate

Log Book.

Tack-Free Time Test

Through Cure Test

One Part Silicone Sealant - Tremco Spectrem 2Quality assurance programme

3-6 mm thicksealant bead

Utility knife

Cut into sealant slab with razor blade

Measure time required for sealantto cure entire thickness

approx100 mm100 mm

ne filmPolyethylenm long)(25-75 mm

slabsSealantwide75 mm w75ongx 150 mm lo

hick6 - 12 mm th

14

Structural Glazing Procedures

One-Component Quality Check - Log Book

Test #1 - Tack-Free Time Test #2 - Through Cure Test

ThicknessSealant

Batch# Start Time End TimeTack-FreeTime (min)

24 HourCure

Days FullCure

OperatorSignature

La Pyramid Du Louvre, Paris, France

15

Today, more than ever, professional

glazers are using plural component

sealant to improve unitized production

and fabrication schemes. The use of

Proglaze II silicone sealant has allowed

many innovative companies to produce

a better product at a more cost effective,

higher level of quality.

The equipment used in delivering Tremco

Proglaze II has three basic functions:

1. Dispensing the sealant components

(base and catalyst) from their

respective containers, through the

metering system and mix elements,

via the gun to the substrate.

2. Effective metering of the base

and catalyst components at the

specified ratio.

3. Thorough mixing of the base and

catalyst components to assure

proper cure and performance

characteristics of the sealant per

the manufacture’s specifications.

It is important to know that the pump

is properly mixing and dispensing both

base and curative. Also, verifying any

inconsistencies in the metal finish

which may adversely effect adhesion

is also important.

Tremco illbruck Engineering Services

recommend the following tests

to be conducted to verify product

performance.

1. At the beginning of each day and/or

every time the pump is started prior

to the installation of the silicone

sealant and intermittently throughout

the day’s production:

a. a butterfly test

b. a snap time test

c. colour check (cure through

to be done afterward)

d. an adhesion test on project

substrate (in-plant adhesion-tab

adhesion)

2. At the beginning, middle and end

of each Proglaze II kit:

a. flow rate of the equipment

b. a shore A test sample

All the test results should be recorded

in the Log Book, indicating the date,

time, and silicone batch number and

cross-referenced to the unit produced

and its location on the building.

It is the ultimate responsibility for the

end-user to maintain proper record

keeping when using Proglaze II. The

equipment suppliers in addition to

Tremco illbruck Engineering Services

are prepared to service this market.

Note:

- Proglaze II is strictly for in-plant use.

- Proglaze II can be used in either

2-sided or 4-sided structural

glazing projects.

- To ensure that the dispensing systems

of meter mixing machinery function

properly, on ratio verification should

be performed to monitor the wear and

tear in the dispensing equipment. The

techniques are enclosed for your

information and reference.

Two Part Silicone Sealant - Tremco Proglaze IIQuality Assurance Programme

16

Structural Glazing Procedures

Test #1 - Butterfly Test

To ensure a proper mix of base and

curing agent, this test will be performed

at each start-up of the dispensing

equipment. The object of the butterfly

test is to verify a homogeneous mix and

detect the presence of any streaking

or unmixed material. It should be done

just before a “snap” sample is taken.

The Butterfly Test is to be performed

as follows:

A. After the pump has been started,

dispense 1.25 litres of mixed base

and curing agent into a container to

flush lines (it should take 2-3

minutes to do so). At the start, the

material will appear predominantly

white because the lines have been

base purged at the previous shut

down.

B. On a sheet of paper, apply a

150 mm to 200 mm long line of

sealant from the gun nozzle.

C. After sealant is applied, fold the

paper in half. Apply ample pressure

to flatten out the bead of sealant.

D. Open the paper towel and lay it flat,

visually inspect the sealant.

E. The sealant must appear uniformly

mixed (the base is white and the

curative is black; the mixed product

is dark charcoal grey). There should

be no white or grey streaks of any

kind in the sealant.

1. If there is no evidence of

streaking and the sealant is a

consistent dark color, a thorough

mix has been achieved. Proceed

with the snap test.

2. DO NOT PROCEED with further

testing and sample preparation if

there is evidence of streaking or an

inconsistent color exists. This

indicates a thorough mix has not

been achieved. Instead, dispense

additional sealant and repeat steps

B through E.

3. If there is still evidence of

streaking or an inconsistent color

exists, some adjustments/repairs

should be done on the dispensing

equipment (static mixer area) until

we achieve a thorough mix.

Butterfly Test Procedure

4321

Bead of Sealant

Paper Unfolded paper not fullyUnfolded paper - not fullymixed sealant (streaks)

p pUnfolded paper -fully mixed sealant

Fold inthe middleof the bead

17

Test #2 - Snap Time Test

Snap Time Test will be performed after

proper mix of base and curing agent

is achieved (refer to Butterfly Test).

This Snap Time Test is performed to

determine the cure rate of the sealant

once mixed and is to performed

as follows:

A. Dispense mixed sealant into a

container (3/4 full). A coffee cup is

suitable for this test. Record time

of sample preparation.

B. Insert any clean stick well into the

sealant in the middle of the container.

C. The “Snap Time” of the mixed

sealant is checked by slowly lifting

the stick straight up from the

container. Initially, the sealant will

form a continuous string from the

stick to the surface of the sealant in

the cup. It should not break when the

stick is lifted approximately 100 -

150 mm above the sealant surface.

D. Wait 20 minutes and repeat step

“C” every 5 minutes.

E. As the material approaches its

designed snap time, the distance

required for the material to break,

when lifting the stick from the

sealant surface, will get smaller

and smaller.

F. Snap time is achieved when lifting

the stick from the material and the

sealant breaks after 12 - 25 mm

distance from the surface of the

sealant in the container. The snapped

sealant will act like a broken rubber

band, i.e. both ends will snap in

opposite directions.

G. Record snap time. The designed

snap time should be between 30

to 40 minutes when done at room

temperature and humidity’ conditions

at the time of testing.

H. Date and time need to be recorded

on the cup, it could be used for

future Shore A testing.

I. Care should be taken to avoid further

mixing or shearing of the sealant

during the snap time testing; this

will affect the snap time result.

J. Snap time result may vary and be

affected by the local temperature,

humidity conditions and the shelf life

of both base and catalyst. As an

example, testing at higher

temperatures reduces snap time

while testing at lower temperature

increases the snap time.

Note: After the mixed sealant has

been tooled in place, it should not

be disturbed once the sealant has

“snapped”; its adhesion to both

substrates may be affected.

If any major discrepancy in the snap

time value is noted, advise Tremco

illbruck immediately.

Snap Time Test Procedure

321

Stick

MixxedSeealant

Sealant hasnot snapped

m100 - 150mm12 - 25mm

Sealant hassnapped

18

Structural Glazing Procedures

Test #3 - Colour Check

At the same time the butterfly test and

snap time are conducted, a sample of

cured sealant should be compared with

the material currently being dispensed.

Colour of a previously cured sample

(control sample) should match that of

the dispensed material. This control

sample is generally produced at the

commencement of the project prior

the installation of the structural

silicone sealant.

If the snap time is in specification and

the butterfly test shows no streaking

and the color check is consistent with

the control, then it is confirmed that the

material is being dispensed, properly

mixed, and should be expected to meet

the performance specifications. At this

point, we can proceed with the

adhesion test.

Test #4 - Adhesion Test

The adhesion test is to be performed

at the start and end of each production

run or day. It will confirm that the

sealant does not change from the

beginning to the end and that you will

have consistent results.

The adhesion test is to be performed

as follow:

A. Clean both finished metal and glass

substrates using the recommended

cleaning procedures.

B. Apply a bead of the silicone

sealant to the substrates in use,

approximately 12 mm wide by

100mm long. Tool the bead.

C. Allow the sealant to cure for

24 hours at room temperature for

Proglaze II.

D. Upon completion of the cure,

undercut about 25 mm of the best

bead at the substrate interface with

a razor blade and pull this tab of

sealant at 90° to the substrate.

E. Record the results of adhesion in the

project Log Book.

Note: If pull test results in adhesive

failure (sealant pulling away neatly from

the substrate, notify Tremco illbruck

immediately for direction.

Adhesion Test Procedure

Cohesive failure within sealant bead (recommended) Adhesive failure at bond line (not recommended)

Sealant bead Sealant bead

Glass ormetal sample

Glass ormetal sample

Cut back to substratethen pull

Pull back at 90º

19

Test #5 - Flow-rate Check

This must be carried out on a weekly

basis to ensure the correct quantity of

sealant is produced from the gun.

A. Weigh the paper cup.

B. Using this cup, run 30 seconds of

material from gun.

C. Weigh the cup containing the

material then subtract weight of cup.

Multiply this figure by 2 and record.

D. If there is any variance, report

to Job Foreman.

Flow rate check

Pump N°:

Date:

Location:

Test #6 - Shore-A Test Samples

A Shore-A plug sample will be prepared

after a change in base and/or catalyst.

A. Apply a bead sealant approximately

38 mm x 9 mm to any flat surface.

B. Date and time needs to be recorded

on each sample.

C. A Shore-A reading will be taken after

a 24-hour period.

D. Another Shore-A reading will be

taken after 7 days.

E. The section will be cut and checked

to make sure that a complete cure

is taking place. Shore-A reading will

be recorded.

Shore - A reading

Pump N°:

Project:

Pump pressure (psi) Ratio cylinder pressure (psi)

Date Time Base Catalyst Catalyst Base

Date Time 24 Hour Reading 7 Day Reading Cross Sect Reading

20

Structural Glazing Procedures

Two Component Quality Check - Log Book

Tremco structural silicone glazing

Product: Project:

Additional Comments:

Date Time ButterflyColourCheck

SnapTime

AdhesionTest

Location &Unit No’s

On Elev. Dwg

Vision LiteProduction

SpandrelProductions

Oper.Inits.

Comments

21

Dispensing of Proglaze II, or any plural

component product, at a correct,

recommended ratio as specified by

the sealant manufacturer is critical not

only to the initial cure of the sealant

but also its long-term performance

characteristics.

Recognizing the critical nature of

this requirement, plural component

equipment manufacturers have striven

to engineer equipment such that a

network of system checks provide

indication of malfunction or the need

for maintenance. In addition, the

sealant manufacturers have further

reviewed these systems to provide

other methods of analytical verification of

optimum equipment performance in order

to ensure that the product dispensed is

within recommended ratio levels.

This report attempts to describe the

most commonly used methods of in-plant

ratio verification for plural component

sealant systems. For specific equipment

diagnosis and service, refer to the

manufacturer manual.

The most commonly used system

for dispensing of Proglaze II is a

fixed ratio type metering system.

Essentially, this means that the system

does not allow for in-line ratio

adjustments. The systems employ two

hollow cylinders (one each for the base

and catalyst) which are honed out to

the respective base and catalyst

volumetric ratios. In operation, the

sleeves are filled and emptied

simultaneously via opposing sides of

the “cup seals” or “piston assembly”.

Volumetric ratio changes are

accomplished by replacing the catalyst

sleeve with one of a smaller inside

diameter which will deliver less

catalyst, or a larger inside diameter

sleeve which will deliver more catalyst

to the system. In the fixed ratio system,

the base component is constant.

Volumetric and/or weight ratios are

normally specified by the sealant

manufacturer. In most cases, the

sealant manufacturer has an established

relationship with the equipment supplier

who, in turn, has developed sealant

specific pump systems which ensure

proper sealant dispensing, metering

and mixing given the unique

characteristics of that sealant. Variables

which may effect pump specification

include sealant component viscosity,

flow characteristics, volumetric ratio

and mixing ease. When ordering

equipment for a specific plural

component sealant or when switching

from one sealant supplier to another,

it is critical that the user work closely

with the equipment manufacturer and

sealant supplier to ensure that proper

equipment configuration exists.

1. The use of snap time testing

This method may not be reliable as

sealant snap times are temperature and

humidity variable. Unless the sealant

was mixed and dispensed in a 25ºC

(77°F) / 50% RH environment, the snap

time will vary from the value stated on

the data sheet. This method should not

be used as a prime indicator of sealant

mix ratio evaluation but should be used

in conjunction with all the other methods

covered so far.

2. Ratio checks by using thecomponent delivery lines

The component feed lines are

disconnected from the mixing/dispensing

gun. Using two pre-weighed containers,

base and catalyst components are

dispensed into respective containers for

an equal period of time. For fixed ratio

systems such as Pyles 8900 series

dispensing system, we recommend that

the interval of time be equal to the travel

time of a single meter changeover.

A sample should be taken in each

direction of travel (left to right and right

to left), that way the integrity of the

meter system can be thoroughly

confirmed. Additionally, a sample

should be taken which includes one

downstroke, one upstroke and two

changeovers. After dispensing, the

respective components are individually

weighed and the initial container weight

subtracted.

On Ratio Verification Techniques

Recommended Methods of ConfirmingOn-Ratio Disensing of Tremco Proglaze II

22

Structural Glazing Procedures

Divide the base component weight by

the catalyst component weight to

calculate the weight ratio.

Example: For Proglaze II, a volumetric

ratio of 11.17:1 is equivalent to an

10.68:1 weight ratio. A base sample

weight 42.8 grams divided by a catalyst

component weight of 4 grams calculates

out to an 10.7 weight ratio. This is

acceptable and well within experimental

error. Variances approaching or in

excess of 10% may indicate the need

for equipment maintenance or improper

test procedures.

Repeat the test process and recalculate

values. Note that similar discrepancies

in either meter direction values or

stroke direction values indicate poor

performance of the system. This

would confirm the need for corrective

maintenance procedures. Contact

the equipment supplier for proper

recommendations.

3. The use of mixing equipmentpressure gauges as indicators ofproper equipment performance

Plural component mixing equipment

pressure gauges are excellent

indicators of proper equipment

performance. On fixed ratio systems,

the base meter pressures should

always read greater than those of the

catalyst by approximately 300-500 psi.

Variances between the paired gauges

(base meter and catalyst meter) should

be minimal; 100-300 psi. Variances in

excess of 300 psi would indicate either

a system blockage or wear of internal

meter parts. Both result in continuous or

intermittent ratio imbalance. If abnormal

or fluctuating pressures are noted,

contact the equipment manufacturer

for service recommendations.

4. The material displacementcalculation

It is the easiest method of on-ratio

verification. This method requires no

equipment disassembly, no weight

measurements or clean up. Through the

measurement of follower plate travel on

the base and catalyst components, we

calculate the volume of material used.

This method is as follows:

Inside diameter of catalyst pail

= 11.25" divided by 2= 5.625"

Inside diameter of base drum

= 22.50" divided by 2 = 11.25"

Area of a circle calculation

= 3 .1416 x radius2

Area of catalyst pail

= 3.1416 x 5.625in2 = 99.40in2

Area of base drum

= 3.1416 x 11.25in2 = 397.60in2

The previous values represent

calculation constants to be used

in the ratio evaluation.

Assume the following values for the

follower plate travel in this example

(note that source of travel measurements

are indicated on the attached sheet.)

Base: 5.625 (59/16")

Catalyst: 1.875 (17/8")

Given this information, base material

displacement equals 397.6in2 times

5.625" which is 2211.65 cubic inches.

Catalyst material displacement is 99.4in2

times 1.875" which equals 186.375

cubic inches. Now, to calculate ratio,

divide the base volume displacement

by the catalyst volume displacement:

2211.65 divided by 186.375

equals 11.98:1

This would indicate acceptable ratio

dispensing on a product type basis. Note

that this purging has an effect on the

final value of the equation, but minimal

purging over a significant production

run will usually provide a satisfactory

indication of proper equipment

performance and sealant ratio.

In any case, when a question of

equipment or sealant performance

arises, it is recommended that the user

consult with either or both parties such

that proper determination of the

problem is made and implementation

of an effective solution is established.

Structural glazingproject initiation form

Project title:

Project size:

Project location:

Architect:

Consultant:

Fabricator:

Glazing subcontractor:

Caulking subcontractor:

Glazing start date:

Glazing completion date:

23

Structural Glazing Calculations

kg/m2: SCD =

Short Span (m) x Windload (kg/m2)

28

N/m2: SCD =

Short Span (m) x Windload (N/m2)

276

KPa: SCD =

Short Span (m) x Windload (KPa)

0.276

PSF: SCD =

Short Span (ft) x Windload (PSF)

480

Minimum SCD = 6 mm

Structural IG Secondary Seal:

SCD ÷ 2 + 3 mm (4 sided)

SCD ÷ 2 (2 sided)

Minimum SCD = 6 mm

Different Glass Thickness:

SCD (2 sided)

SCD + 3 mm (4 sided)

Minimum SCD = 6 mm

Current industry practice determines

the Surface Contact Depth (SCD) of the

structural silicone sealant beads by

means of trapezoidal load distribution.

The SCD is given by the equation:

Triangles

SCD = 1/2 xW x X

12 x S

W = design negative windload (psi)

X = greatest short dimension of lite

for each design windload (ft)

S = mazimum stress allowed to act

on the structural sealant at

design windload

(the industry standard for “S” is 20 psi)

therefore:

SCD = 1/2 xW x X

12 x 20

SCD =W x X

480

CalculationsSilicone ContactDepth (Tensile Bead) SCD =

Windload (kg/m2) x Hypoteneuse side (metres)

28

X

1

1 1

Tan (a/2)+

Tan (b/2)

Side A = 2.5 metres

Angle a = 60°

Angle b = 30°

Windload = 150 kg/m2

therefore:

SCD =150x2.5

x1

28 1+

1

Tan(60/2) Tan(60/2)

SCD = 13.4 x1

1+

1

0.577 0.268

SCD = 13.4 x1

5.46

SCD = 2.455 (Minimum of 6 mm)

Structural sealantStructural sealant

Spacer

a

b

A

SCDSCD

Faceclearance

(thickness)

24

Structural Glazing Calculations

(Same as triangles)

NB: The side used should be the

largest quadrilateral side

(where both angles are below 90°).

Irregular Quadrilaterals

(Same as rectagles)

SCD =

Short Span of Largest Lite (m) x Windload (kg/m2)

28

Regular Quadrilaterals

(minimum of 6 mm)

(minimum of 6 mm)

Nokia Headquarters, Espoo, Finland

Danube House, Prague, Czech Republic

25

Appendix A

Conversion Table - Wind Pressure and Speed

Pressure

Pa lb f/ft2 mm H2O in H2Om/s km/h mph

50

100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

850

900

950

1000

1200

1400

1600

1800

2000

2200

2400

2600

2800

3000

1.04

2.09

3.13

4.18

5.22

6.27

7.31

8.35

9.40

10.44

11.49

12.53

13.58

14.62

15.66

16.71

17.75

18.80

19.84

20.89

25.06

29.24

33.42

37.59

41.77

45.95

50.12

54.30

58.48

62.86

Speed

9.0

12.7

15.5

18.0

20.1

22.0

23.8

25.4

27.0

28.5

29.8

31.1

32.5

33.6

34.8

36.0

37.1

38.2

39.2

40.2

44.1

47.7

50.9

54.0

58.9

59.7

62.3

64.8

67.4

69.8

32.5

46.0

56.3

65.0

72.7

79.7

85.9

91.9

97.5

102.8

107.8

112.6

117.2

121.7

125.9

130.0

134.1

137.9

141.8

145.3

159.2

172.0

183.9

195.1

205.5

215.7

225.1

234.3

243.2

251.7

20.2

28.6

35.0

40.4

45.2

49.5

53.4

57.1

60.6

63.9

67.0

70.0

72.8

75.6

78.2

80.8

83.3

85.7

88.0

90.3

98.9

106.9

114.3

121.2

127.7

134.0

139.9

145.6

151.1

156.4

Water Gauge

5.1

10.2

15.3

20.4

25.5

30.6

35.7

40.8

45.9

51.0

56.1

61.2

66.3

71.4

76.5

81.6

88.7

91.8

96.9

102.0

122.4

142.8

163.2

183.6

204.1

224.5

244.9

265.3

285.7

306.1

0.2

0.4

0.6

0.4

1.0

1.2

1.4

1.6

1.8

2.0

2.2

2.4

2.6

2.8

3.0

3.2

3.4

3.6

3.8

4.0

4.8

5.6

6.4

7.2

8.0

8.8

9.6

10.4

11.2

12.0

NOTE: The above conversions are based on the aerodynamic relationship:Pressure = (velocity)2 x (a constant) eg. P(mm.wg) = (V m/s)2 x 0.063 or P(lbf/ft2) = (V mile/h)2 x 0.00258

26

Appendix B

Expansion Joint End DamsMetal JoineryPerimeter JointsOther

PROJECT #:Sample Sent:Received:Prepared:Estimated:Completion:Completed:Report Issued:

Sales Rep: Customer Territory: Address: City: State: Job Name: Contact: Address: Architect: City: State: Consultant:Bldg. Type: Contractor: Estimated Footage: Applicator:

VerticalSlopedConventional ( toe heel cap)Structural ( butt 2-sided 3&4-sided 4-sided visuline)Weather BeadTensile Bead Field GlazedShop Glazed Other

METALS: MASONRY: NATURAL STONE: Aluminum Brick Granite Extruded Glazed Limestone Sheet Unglazed Slate Steel GFRC Marble Rolled Concrete Surfaces to test: Sheet Precast Polished Stainless Steel PIP/CIP Flame Finish Galvanized Form Cut Edge Other Concrete Block Face Other BackFINISHES: CLASS: OTHER: Paint Mfr. Color Number Trade

Anodized Black (315) Bronze (311. 312. or Clear (205RI. or

Mfr.

GLAZING APPLICATION? Yes NoMillOther

SEALANT APPLICATION:

Monolithic PVCLaminated FiberalassInsulated AcrvlicSpandrel PolycarbonateReflective WoodOther EIFS

Technical Services Laboratory Evaluation Request

SUBMITTED SAMPLE DESCRIPTION

An Company

Courier To:

27

TEST PROCEDURES

SEALANTS

PRIMERS

ADDITIONAL COMMENTS:

Tab Adhesion

ASTMC 1087

ASTMC 1248

ASTMC 794

ASTMC 510

Spectrem 1

Spectrem 2

Spectrem 3

Spectrem 4TS

Proglaze

Proglaze ll

Proglaze SSG

Tremsil 200

Tremsil 500

Tremsii 600

Dymonic

Dymonic FC

Dymonic NT

Dymeric 240

Dymeric 240 FC

THC 900

THC 901

HPL

Tremco 830

Tremflex 834

Butyl

Mono 555

Vulkem 116

Vulkem 921

PL 400

IPA

MEK

XYLOL

Wire Brush

Grind

Other tests: (describe in additional comments box)

SILICONE: URETHANES: OTHER: SOLVENTIPREPS:

TREMprime Porous

Silicone Primer

Deckline

191

181171

6

10

23

171

INCLUDE SKETCH OF SAMPLE

28

Appendix C

Sealant Coverage Indicator

Joint Size in mm's

Depth x Width 310 ml Cartridges 600 ml SausagesTwo Component Kits 208 Litres

6 x 6 8.61 16.67 5 777.78

6 x 8 6.46 12.50 4 333.33

6 x 10 5.17 10.00 3 466.67

6 x 12 4.31 8.33 2 888.89

6 x 15 3.44 6.67 2 311.11

6 x 18 2.87 5.56 1 925.93

6 x 20 2.58 5.00 1 733.33

8 x 8 4.84 9.38 3 250.00

8 x 12 3.23 6.25 2 166.67

8 x 15 2.58 5.00 1 733.33

8 x 20 1.94 3.75 1 300.00

10 x 10 3.10 6.00 2 080.00

10 x 15 2.07 4.00 1 386.67

10 x 18 1.72 3.33 1 155.56

10 x 20 1.55 3.00 1 040.00

10 x 25 1.24 2.40 832.00

12 x 12 2.15 4.17 1 444.44

12 x 18 1.44 2.78 962.96

12 x 20 1.29 2.50 866.67

12 x 25 1.03 2 693.33

Note : The values indicated above are indicative and are dependent on a number of

factors such as joint design, waste, and correct tooling.

Lineal Metres Sealed

Product Selection

Proglaze II is a high performance, twocomponent, neutral curing silicone sealant,developed specifically for in plant structuralglazing application.

common glazing substrates:

glass, aluminium, etc.

Tremco JS562 is a high modulus, two-component, elastomeric, neutral curingsilicone sealant specifically developed forin-plant IG unit manufacturing especially instructural glazing applications.

Available in polyurethane JS442 suitable

structural applications.

JS 680 is a primary sealant for dual seal IGsystems fully compatible with both JS562 JS 442 sealants

Tremco SG300 Spectrem 2 is a versatile,high performance structural grade onecomponent sillicone ideal for a widevariety of general purpose joint sealing andstructural glazing applications

FS500 is a one-part neutral curing,low modulus, low odor silicone sealantsuitable for joint sealing applications tomost porous and non-porous substratesincluding masonry, brick, aluminum,

agent.

agent.

600 ml sausage (20 per case)

600 ml sausage (20 per case)

Charcoal Grey

Charcoal Grey

Black

Black, White, Grey - Other Colours - subject to

Proglaze II

JS562 / JS442

JS680

SG300 Spectrem 2

Packaging

Packaging

Packaging7kg cylindrical slug

ColourBlack

Packaging

Packaging

Colour

Colour

Colour

Colour

29

c

wood, glass and glazed surfaces.

illbruck

FS500 Frame and Facade Silicone

Illbruck SP030 is a transparent, fast-curing adhesive-sealant based on Tremco illbruck’s SP hybrid formulation. It cures

seal.

illbruck FA600 is a gun-grade, neutral cure silicone sealant with fungicide. It cures rapidly to form a permanently flexible and extremely durable watertight seal.

with a micro-cellular structure designed

SP030 Fix & Seal Crystal

FA600 Frame Silicone

SGT635 Tape

MT440 High Grip Original

ME402 Compriband Ali-Tape PB

ME220 EPDM Membrane

Packaging

ColourCrystal Clear

Packaging

Colour

PackagingAvailable in a wide variety of sizes with pressuresensitive adhesive on one or two sides. Supplied with a protective release liner covering the adhesive coated surface.

ColourBlack

Packaging

ColourBuff

Packaging

ColourSilver foil

Packaging

ColourBlack

30

310ml cartridge or 600ml sausage

Available in translucent, white, brown, grey and black.Additional colours available upon request.

T635 Structural Glazing Tape is a

specifically for use as a compatible spacer for structural glazing.

illbruck MT440 is a versatile, high strength grab adhesive based onsynthetic rubber and resins. Excellentadhesion to a wide variety of substrates and ideal for bonding uneven surfaces.

310ml or 380ml cartridges

illbruck ME402 is a high-performance sealing tape consisting of a plasto-elastic butyl rubber adhesive/sealantapplied to one side of an aluminisedpolyester film. Ideal for sealing jointsthat need to be impervious to gas andwater vapour diffusion.

Thickness of 0.7mm and widths of 50mm, 100mm, 150mm ex. stock. Other sizes available upon request.

illbruck ME220 is an EPDM-based membrane used for sealing interfaces to provide airtight or weathertight seals. It hasexcellent movement capability and resistance to mechanical damage.

Thickness of 0.75mm and widths of 1300mm, 25m roll. Can be cut to suit your requirements.

35

Client

Mr Khaled Abdul Rahim, Al Attar

Architect

Adnan Saffarini

Date of completion

November 1998

Curtain wall contractor

Al Abbar Aluminium

Tremco products used

Spectrem 2

High performance, neutral cure

silicone sealant.

SGT 920 Tape

High density urethane foam tape

spacer for structural glazing.

JS 562

Silicone sealant for IG manufacture.

JS 780

Primary sealant for dual seal

IG systems.

EPDM Settting Blocks

Sealant Backer Rod

Special project features

2-sided structural glazing completed

with Spectrem 2 and SGT 920 Tape. IG

manufactured with JS 562 and JS 780.

Al Attar Tower II - Sheikh Zayed Road, Dubai, U.A.E.

Client

HRH General Sheikh Mohammed

Bin Rashid Al Maktoum (Crown Prince

of Dubai)

Architect

Norr Group Consultants

Date of completion

April 2000

Main contractor

Besix - Ssangyong JV

Curtain wall contractor

Al Abbar Aluminium

Tremco products used

Proglaze II

High performance, multi-component

structural silicone.

Tremsil 500

A one part neutral curing low

modulus silicone sealant.

Spectrem 2

High performance, neutral cure

silicone sealant.

Dymeric

High performance polyurethane

expansion joint sealant.

Dymonic

One component low modulus

polyurethane expansion joint sealant.

SGT 920 Tape

High density urethane foam tape

spacer for structural glazing.

Gaskets

High performance EPDM and

Silicone extrusions

Special project features

2-sided structural glazing - unitised

system.

Emirates Towers Hotel - Sheikh Zayed Road, Dubai, U.A.E.

Fraser Global Trading (Pty) LtdUnit No. 1, Meadowbrook Park,North Reef Road, Germiston.

FG Trading -Your Trading PartnerFG Trading Pty Ltd is the Authorised Sole Distributor of Tremco Illbruck glazing products across Southern Africa and serves the glass and glazing markets by providing innovative system based products and solutions. FG Trading in partnership with Tremco Illbruck are dedicated to providing technical solutions to ensure increased reliabilityand longer life for building envelopes. The extensive product range includes sealants for uPVC, aluminium, timber windows and structural glazing, and for the production of high quality insulating glass units, in addition there are adhesives, glazing tapes, mirror mounting tapes, façade membranes and silicone gaskets. All products are routinely and rigorously tested to ensure they meet current or imminent legislation giving you the security and peace of mind of knowing you are buying a quality, reliable product.

P.O. Box 2976, Bedfordview 2008Johannesburg, South AfricaTel +27 11 450 0263

Fax +27 11 450 0306Email [email protected] www.fgtrading.co.za

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