Dow Corning Technical Manual 263l5s

Dow Corning Americas

Technical Manual

Dow Corning Americas Technical Manual Dow CorningTable Americas Technical Manual of Contents



Table of Contents Introduction ................................................................................................................................. 3 Technical ................................................................................................................................. Information Center ................................................................................................. 3 Introduction Product Offering ......................................................................................................................... Technical Information Center ................................................................................................. 43 Structural Glazing Sealants ..................................................................................................... 4 Product Offering ......................................................................................................................... Weatherproofing Structural GlazingSealants Sealants....................................................................................................... ..................................................................................................... 4 Primers .................................................................................................................................... Weatherproofing Sealants ....................................................................................................... 64 Silicone Structural Glazing ......................................................................................................... 69 Surface Preparation Guide...........................................................................................................7 Primers .................................................................................................................................... Introduction ............................................................................................................................. Silicone Structural Glazing ......................................................................................................... 9 Structural t Design............................................................................................................ 9 Introduction ............................................................................................................................. Structural Bite t....................................................................................................................... Design............................................................................................................109 Deadload Structural ............................................................................................................................... Bite ....................................................................................................................... 10 Glueline DeadloadThickness................................................................................................................ ............................................................................................................................... 11 10 Structural Silicone Used in Shear ......................................................................................... 13 Glueline Thickness................................................................................................................ 11 Splice ts in Curtainwalls ................................................................................................. Structural Silicone Used in Shear ......................................................................................... 14 13 Structural Glazing Guidelines................................................................................................. ............................................................................................... 15 Splice ts in Curtainwalls 14 Substrate .............................................................................................................. Structural Suitability Glazing Guidelines ............................................................................................... 15 Back-Painted Glass: .............................................................................................................. 16 Substrate Suitability 15 Project Review Services ....................................................................................................... 17 Back-Painted Glass: .............................................................................................................. 16 Product Recommendations ................................................................................................... 17 18 Project Review Services ....................................................................................................... Classification of Silicone Structural Glazing........................................................................ 20 Product Recommendations ................................................................................................... 18 Application Methods for Structural .......................................................... 20 23 Classification of Silicone Structural Glazing GlazingSystems ........................................................................ Surface Preparation Application ....................................................................... Application Methodsand forSealant Structural Glazing Systems .......................................................... 26 23 Replacement and Remedial Glazing ..................................................................................... Surface Preparation and Sealant Application ....................................................................... 31 26 Quality Assurance – Structural Applications ........................................................................ 32 Replacement and Remedial Glazing ..................................................................................... 31 Alternate Quality Control TestsApplications ............................................................................................ 39 Quality Assurance – Structural ........................................................................ 32 Documentation – Quality and Warranty ............................................................. 39 Alternate Quality Control Assurance Tests ............................................................................................ Weatherproofing Documentation....................................................................................................................... – Quality Assurance and Warranty ............................................................. 47 39 Introduction ........................................................................................................................... Weatherproofing ....................................................................................................................... 47 t Movement .................................................................................................................... 47 Introduction ........................................................................................................................... t Types ............................................................................................................................ 48 Movement .................................................................................................................... 47 t Design .......................................................................................................................... 49 Types ............................................................................................................................ 48 Moving t.......................................................................................................................... Considerations ................................................................................................ 49 50 t Design t Movement in Shear ...................................................................................................... Moving t Considerations ................................................................................................ 51 50 Movement During t Movement in Cure Shear........................................................................................................ ...................................................................................................... 51 Backer Materials Movement During................................................................................................................... Cure ........................................................................................................ 52 51 Hydrophobic Effects ............................................................................................................. 52 Backer Materials ................................................................................................................... EIFS Consideration Hydrophobic Effects............................................................................................................... ............................................................................................................. 53 52 Weatherseal Design............................................................................................................... Examples .............................................................................................. 55 EIFS Consideration 53 Weatherproofing ts: Surface Preparation and Sealant Application ................................ 63 Weatherseal Design Examples .............................................................................................. 55 Removal and Replacement of Existing Weatherseals .......................................................... Weatherproofing ts: Surface Preparation and Sealant Application ................................ 69 63 Sealant .......................................................................................................... 71 RemovalConsiderations and Replacement of Existing Weatherseals .......................................................... 69 Quality Assurance – General ................................................................................................ 72 Sealant Considerations .......................................................................................................... 71 Quality Assurance – General ................................................................................................ 72 Continues on page 2 1 1

Continues on page 2

Documentation – Quality Assurance & Warranty ................................................................ 75 Appendix A: Cure Inhibition of Dow Corning® 790 Silicone Building Sealant ...................... 80 Appendix B: Use of Dow Corning® Sealants with Weathered Lock-Strip Gasket Systems .... 82

2

Dow Corning Americas Technical Manual Introduction

This manual is intended to give guidance on proper application procedures and assist in the development of a quality assurance program for the application of Dow Corning® brand silicone sealants for structural and weathersealing systems. As construction projects vary in many aspects, such as design, customer requirements and environment, this manual cannot be considered a comprehensive quality assurance program for all situations. SITE ADHESION TESTING MUST BE VERIFIED ACCORDING TO THE CRITERIA ON PAGE 74 TO CONFIRM PROPER SURFACE PREPARATION PROCEDURES HAVE BEEN FOLLOWED.

Technical Information Center

This service center provides a process and the resources to manage customers’ product and technical information inquiries. This includes (but is not limited to): Environmental Health and Safety information, product recommendations, product troubleshooting, competitive crossreferences, and application assistance. Inquiries are received via telephone, e-mail, “ us” forms, fax and Live Help. Telephone: +1 800 346 9882 (press #1 on menu) E-mail: [email protected]

3

Product Offering Structural Glazing Sealants

Dow Corning has a full line of high-performance silicone structural sealants. Following is a brief summary of each Dow Corning® product offered for structural glazing applications. These sealants should be selected based upon the unique properties that each has for specific applications. Specific product information, such as physical properties, application and limitations, can be found in data sheets available at dowcorning.com.

Dow Corning® 983 Structural Glazing Sealant

Dow Corning® 983 Structural Glazing Sealant is a two-component, fast-cure, neutral-curing silicone sealant intended for structural bonding of glass, metal and other building components, as well as weatherseals in curtainwall units. Dow Corning® 983 Structural Glazing Sealant cures to a high modulus adhesive sealant with excellent adhesion to a wide range of substrates. Available in black and gray.

Dow Corning® 995 Silicone Structural Sealant

Dow Corning® 995 Silicone Structural Sealant is a one-part, medium modulus, neutral-curing silicone sealant with superior unprimed adhesion for structural glazing applications. Available in black, gray and white.

Dow Corning® 795 Silicone Building Sealant

Dow Corning® 795 Silicone Building Sealant is a one-part, medium modulus, neutral-curing silicone sealant for structural glazing and weathersealing. Available in a wide variety of colors.

Weatherproofing Sealants

Dow Corning has a full line of high-performance weatherproofing sealants. Following is a brief summary of each Dow Corning® product offered for weatherproofing applications. These sealants should be selected based upon the unique properties that each has for specific applications. Specific product information, such as physical properties, application and limitations, can be found in data sheets available at dowcorning.com.

Dow Corning® 795 Silicone Building Sealant

Dow Corning® 795 Silicone Building Sealant is a one-part, medium modulus, neutral-curing silicone sealant for structural glazing and weathersealing. Available in a wide variety of colors.

Dow Corning® 791 Silicone Weatherproofing Sealant

Dow Corning® 791 Silicone Weatherproofing Sealant is a one-part, medium modulus, neutralcuring silicone sealant for general weathersealing applications. Available in a wide variety of colors.

4

Dow Corning® 790 Silicone Building Sealant

Dow Corning® 790 Silicone Building Sealant is a one-part, low modulus, neutral-curing silicone sealant for use in high-movement weathersealing applications. Dow Corning® 790 Silicone Building Sealant has excellent primerless adhesion to concrete and most porous substrates. Available in a wide variety of colors.

Dow Corning® Contractors Weatherproofing Sealant

Dow Corning® Contractors Weatherproofing Sealant is a one-part, medium modulus, neutralcuring silicone sealant for use in non-specified general weathersealing applications. Available in a wide variety of colors.

Dow Corning® Contractors Concrete Sealant

Dow Corning® Contractors Concrete Sealant is a one-part, low modulus, neutral-curing silicone sealant for use in non-specified tilt-up concrete weathersealing applications. Dow Corning® Contractors Concrete Sealant has excellent primerless adhesion to concrete and most porous substrates. Available in a wide variety of colors.

Dow Corning® 123 Silicone Seal and Dow Corning® 123 HC

Dow Corning®123 Silicone Seal is a preformed, low modulus silicone extrusion that can be used as a bridge t in a variety of applications, including restoration of failed sealant ts. Dow Corning® 123 HC is a custom extrusion or mold made of higher durometer silicone rubber used in custom applications. Widths from 1" (25 mm) to 12" (300 mm) and custom shapes are available in a wide variety of colors and textures. Dow Corning® 795 Silicone Building Sealant, Dow Corning® 791 Silicone Weatherproofing Sealant, Dow Corning® 756 SMS Building Sealant or Dow Corning® 758 Silicone Weather Barrier Sealant may be used as an adhesive. For more information, see the EIFS Restoration Guide, Form No. 62-510.

Dow Corning® 756 SMS Building Sealant

Dow Corning® 756 SMS Building Sealant is a one-part, medium modulus, neutral-curing silicone sealant designed specifically for weathersealing sensitive substrates where the aesthetic performance of the sealant is important. The sealant is intended for weathersealing skylights, glass facades, porous natural stone, and systems where staining and residue rundown streaking must be minimized.

Dow Corning® 758 Silicone Weather Barrier Sealant

Dow Corning® 758 Silicone Weather Barrier Sealant is a neutral, one-part silicone sealant designed for adhering to low energy surfaces common in sheet or peel-and-stick weatherresistant barriers. Available in white.

5

Dow Corning® Parking Structure Sealants

Dow Corning® NS, SL and FC Parking Structure Sealants are low modulus, neutral-curing silicone sealants for use in vertical and horizontal ts in parking structures and stadiums. Dow Corning® NS Parking Structure Sealant is a one-part, non-sag sealant for vertical or horizontal ts. Dow Corning® SL Parking Structure Sealant is a one-part, self-leveling sealant for horizontal ts. Dow Corning® FC Parking Structure Sealant is a two-part, fast-curing sealant for dynamic moving horizontal expansion ts. Available in gray. For more information, see the Parking Structure Sealants Installation Guide, Form No. 62-481.

Primers

Dow Corning has a full line of high-performance primers for sealants. Primers are used to enhance adhesion of sealants to specific substrates.

Dow Corning® 1200 OS Primer

Dow Corning® 1200 OS Primer is a one-part, VOC-compliant silane primer for use with Dow Corning® sealants in many applications. Available in clear.

Dow Corning® Primer C

Dow Corning® Primer C is a one-part, film-forming primer for use with Dow Corning® sealants on painted and plastic surfaces to promote fast adhesion.

Dow Corning® Construction Primer P

Dow Corning® Construction Primer P is a one-part, film-forming primer for use with Dow Corning® sealants on porous and cementitious surfaces to promote adhesion. Dow Corning® Construction Primer P should not be used with Dow Corning® 790 Silicone Building Sealant, Dow Corning® Contractors Concrete Sealant or Dow Corning® parking structure sealants.

6

Travertine Marble5 Limestone9 Sandstone9 Glass Insulating Float Laminated6 Plate Tinted Porcelain-Coated Ceramic Frit Coating Reflective Glass7 Low E High (T) Glass7 Paints Acrylic Latex Acrylic Thermoset Duracron Alkyd Silicone Polyester Polyester Powder Coating8 Polyurethane Polyvinyl Chloride (PVC)

Granite

Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe/1200 OS Solvent Wipe/1200 OS Solvent Wipe/1200 OS Solvent Wipe/1200 OS Solvent Wipe/1200 OS Solvent Wipe/1200 OS Solvent Wipe/1200 OS Solvent Wipe/1200 OS Solvent Wipe/1200 OS Solvent Wipe/1200 OS

Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe No Data/Field Test Solvent Wipe No Data/Field Test No Data/Field Test

No Data/Field Test Solvent Wipe Solvent Wipe No Data/Field Test No Data/Field Test No Data/Field Test No Data/Field Test No Data/Field Test

7

Solvent Wipe/1200 OS Solvent Wipe/1200 OS Abrade/Solvent Wipe/1200 OS Solvent Wipe/1200 OS

Solvent Wipe

1200 OS3 1200 OS3,4 1200 OS3 1200 OS3 1200 OS3 1200 OS3 1200 OS3 1200 OS3 1200 OS3

No Data/Field Test Solvent Wipe/1200 OS/PP Solvent Wipe/1200 OS/PP No Data/Field Test

Solvent Wipe

No Data/Field Test No Data/Field Test No Data/Field Test No Data/Field Test No Data/Field Test No Data/Field Test No Data/Field Test No Data/Field Test No Data/Field Test

EIFS Dryvit Parex Pleko Senergy Simplex, Finestone STO Tec Thoro USG Stone

Solvent Wipe

No Data/Field Test

Ceramic Tile

2

Abrade/Dust Abrade/Dust Abrade/Dust Abrade/Dust Abrade/Dust Abrade/Dust Abrade/Dust Abrade/Dust

Abrade/Dust Abrade/Dust/PP Abrade/Dust/PP Abrade/Dust/PP Abrade/Dust/PP No Data/Field Test No Data/Field Test No Data/Field Test

Substrate Concrete & Masonry Brick Concrete Block Poured Concrete Precast Concrete Tilt-Up Concrete Mortar Grout Plaster

®

Dow Corning 790 Silicone Building Sealant1

Dow Corning 756 SMS Building Sealant

®

Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe

Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe

Solvent Wipe/1200 OS/PP Solvent Wipe/1200 OS/PP Solvent Wipe/1200 OS/PP Solvent Wipe/1200 OS/PP

Solvent Wipe

1200 OS3 1200 OS3 1200 OS3 1200 OS3 1200 OS3 No Primer2 1200 OS3 1200 OS3 1200 OS3

Solvent Wipe

Abrade/Dust/PP Abrade/Dust/PP Abrade/Dust/PP Abrade/Dust/PP Abrade/Dust/PP Abrade/Dust/PP Abrade/Dust/PP Abrade/Dust/PP

Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe

Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe

Solvent Wipe/1200OS/PP Solvent Wipe/1200 OS/PP Solvent Wipe/1200 OS/PP Solvent Wipe/1200 OS/PP

Solvent Wipe

1200 OS3,4 No Primer3 No Primer3 No Primer3 No Primer3 No Primer3 No Primer3 No Primer3 No Primer3

Solvent Wipe

Abrade/Dust/PP Abrade/Dust/PP Abrade/Dust/PP Abrade/Dust/PP Abrade/Dust/PP Abrade/Dust/PP Abrade/Dust/PP Abrade/Dust/PP

Dow Corning 791 ® Silicone Dow Corning 795 Silicone Weatherproofing Sealant Building Sealant Surface Prep

®

(ALL STRUCTURAL APPLICATIONS MUST BE TESTED BY DOW CORNING TEST LAB.)

Building Sealant Recommendations and Surface Preparation Guide for Non-Structural Applications

Solvent Wipe Solvent Wipe/1200 OS/PC Solvent Wipe/1200 OS/PC Solvent Wipe Solvent Wipe Solvent Wipe/1200 OS/PC Solvent Wipe No Data/Field Test

Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe

NA NA NA NA

NA

NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA Solvent Wipe (weatherseal only)

®

Dow Corning 983 Structural Glazing Sealant

Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe No Data/Field Test

Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe

Solvent Wipe (weatherseal only) NA NA NA NA

NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA Solvent Wipe (weatherseal only)

®

Dow Corning 995 Silicone Structural Sealant

Dow Corning® 756 SMS Building Sealant

Solvent Wipe/1200 OS

Solvent Wipe/1200 OS Solvent Wipe/1200 OS Solvent Wipe/1200 OS Solvent Wipe/1200 OS Solvent Wipe/1200 OS

Dow Corning® 790 Silicone Building Sealant1

Solvent Wipe/1200 OS

Solvent Wipe

Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe

Solvent Wipe Abrade/Solvent Wipe Solvent Wipe/1200 OS

Solvent Wipe Solvent Wipe Solvent Wipe/1200 OS

Solvent Wipe/1200 OS

Dow Corning® 995 Silicone Structural Sealant

Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe

Solvent Wipe/1200 OS Solvent Wipe Solvent Wipe Solvent Wipe/1200 OS

Solvent Wipe/1200 OS

Dow Corning® 983 Silicone Glazing Sealant

Solvent Wipe Test/1200 OS Do Not Use Solvent Wipe

Solvent Wipe

Solvent Wipe Abrade/Solvent Wipe Solvent Wipe/1200 OS

Dow Corning® 791 Silicone Dow Corning® 795 Silicone Weatherproofing Sealant Building Sealant Surface Prep

No Data/Field Test

Solvent Wipe/1200 OS Solvent Wipe/1200 OS Solvent Wipe/1200 OS

Solvent Wipe

Solvent Wipe

Solvent Wipe

Solvent Wipe

Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe Solvent Wipe

No Data/Field Test No Data/Field Test No Data/Field Test

Solvent Wipe/1200 OS

Solvent Wipe

Solvent Wipe

1200 OS (weatherseal only) 1200 OS (weatherseal only) Do Not Use

Solvent Wipe/1200 OS/PC Solvent Wipe/1200 OS/PC Solvent Wipe/1200 OS/PC Solvent Wipe/1200 OS/PC Solvent Wipe/1200 OS/PC

No Data/Field Test No Data/Field Test Solvent Wipe

Solvent Wipe

Solvent Wipe

Solvent Wipe

Solvent Wipe/1200 OS/PC Solvent Wipe/1200 OS/PC Solvent Wipe/1200 OS/PC Solvent Wipe/1200 OS/PC Solvent Wipe/1200 OS/PC

Aluminum – Mill Finish

No Data/Field Test Solvent Wipe/1200 OS

Solvent Wipe

Solvent Wipe

Aluminum – Anodized Copper Lead Steel Red Lead Primer Weathered Stainless No Data/Field Test Solvent Wipe/1200 OS

Solvent Wipe

Substrate Fluoropolymer Kynar Duranar Fluoropon Duranar XL Acroflur Metals Aluminum – Alodine

Galvanized

No Data/Field Test

Do Not Use

Do Not Use

Solvent Wipe 1200 OS (weatherseal only) Solvent Wipe Solvent Wipe Solvent Wipe

Cold Rolled Plastics

No Data/Field Test

Solvent Wipe 1200 OS/PC (weatherseal only) Solvent Wipe Solvent Wipe Solvent Wipe

PVC

No Data/Field Test

No Data/Field Test No Data/Field Test Solvent Wipe Solvent Wipe (weatherseal only) No Data/Field Test

Acrylic

NA NA 1200 OS/PC 1200 OS/PC (weatherseal only) NA

Polycarbonate

Dow Corning must test all materials for adhesion in structural applications. Field adhesion tests must be performed at the jobsite to sealant adhesion. 1

When using a primer with Dow Corning® 790 Silicone Building Sealant, apply the primer before installing backer rod and allow the primer to dry. Cold weather and porous surfaces require additional drying time. 2 Do not apply sealant to EIFS finish coat unless approved by EIFS manufacturer. 3 Cleaning procedures for EIFS systems should be followed (page 68). 4 Rigid vinyl edge component requires Dow Corning® 1200 OS Primer. 5 The extremely porous nature of some marble, particularly white marble, can contribute to the potential for fluid migration into this substrate. a Dow Corning Specialist when working with marble. 6 Laminated glass with polyvinyl buyvol (PVB) interlayer may delaminate up to 1/4" at the edges when in with a sealant. 7 ® Do not use Dow Corning 790 Silicone Building Sealant on copper sputter coated glass. 8 See “Organic Solvent Usage” in Dow Corning Americas Technical Manual for comment. 9 ® Some limestone and other porous stone substrates contain iron and other impurities that can interact with Dow Corning 756 SMS Building Sealant, causing discoloration of the sealant and/or substrate. Prior to use, Dow Corning® 756 SMS Building Sealant should be tested for compatibility with these substrates using water immersion. Key: 1200 OS: Dow Corning® 1200 OS Primer; PC: Dow Corning® Primer C; PP: Dow Corning® Primer P; NA: Not applicable.

This surface preparation guide is intended to aid in proper selection of surface preparation techniques and primers, if necessary, to gain adhesion that meets Dow Corning’s requirements. The suggestions in this guide are not blanket-approval recommendations; Dow Corning requires all surface prep recommendations in this guide be verified by field or shop adhesion testing and documented prior to starting the project for each substrate/sealant combination. Failure to and document adhesion results may result in adhesion loss that is not covered by the Dow Corning Warranty. Recommendations in this guide have been shown to be the best overall recommendations but do not cover every substrate for each material type or finish listed in this guide. Additionally, substrate manufacturers should be ed to obtain recommendations for proper cleaning solvents for use with their materials. The entire “Weatherproofing” section of this manual should be read and understood before proceeding with the evaluations. The following sections must be followed to and document adhesion: Substrate Cleaning Procedure (page 63) Field Adhesion Testing Procedure (page 72) “Two Cloth” Cleaning Method (page 64) Field Adhesion Hand Pull Test Criteria (page 74) Primer Application Procedure (page 66) Field/Shop Adhesion Log and Sealant Quality Control Logs (77-79 )

8

Silicone Structural Glazing Introduction

Silicone structural glazing utilizes a high-performance silicone sealant to attach glass, metal or other materials to a metal frame in lieu of gaskets and mechanical attachments. The windload stresses are transferred through the structural silicone sealant to the structure of the building. The structural silicone sealant must maintain its adhesive and cohesive properties in order to the s under windload. Only silicone sealants are suitable for use in structural glazing applications. A considerable amount of time has been spent developing and testing silicone sealants to meet the needs of structural glazing applications. Whenever a silicone sealant is used to structurally attach s, a comprehensive quality control procedure must be established to ensure the smooth, efficient, trouble-free completion of the project. Specific quality control procedures must be followed on all structural glazing projects in order to obtain a Dow Corning Structural Warranty.

Structural t Design

9

Structural Bite

Structural bite is the minimum width or surface of the silicone sealant on both the and the frame. The structural bite requirement is directly proportional to the windload on the building and the size of the glass. The higher the design windload and the larger the size of the glass, the greater the structural bite requirement. The structural bite must be sized appropriately to allow the windload on the glass or to be transferred to the structure. The structural bite for windload (live load) is calculated using the specified windload, glass or dimension and sealant design strength of 20 psi (14,000 kg/m2).

Structural Bite Calculation Following is the calculation used to determine the required structural bite dimension: Bite (inches) = 0.5 x short span length (ft) x windload (psf) 12 in/ft x sealant design strength (20 psi) For example, a 4' x 8' lite of glass, exposed to a 60 psf windload, requires a silicone bite of 1/2". Always round up to the nearest 1/16" and never round down. Bite (mm) = 0.5 x short span length (mm) x windload (kg/m2) sealant design strength (14,000 kg/m2) For example, a 1219 mm x 2438 mm lite of glass, exposed to a 290 kg/m2 windload, requires a silicone bite of 13 mm. Always round up to the nearest millimeter and never round down. Bite (mm) =

0.5 x short span length (mm) x windload (kPa ) sealant design strength (138 kPa)

For example, a 1219 mm x 2438 mm lite of glass, exposed to a 3.5 kPa windload, requires a silicone bite of 16 mm. Always round up to the nearest millimeter and never round down.

Deadload

In uned deadload designs, the weight of the places constant load upon the sealant. Dow Corning® brand structural sealants can the weight of the or glass when used within the following guidelines: • •

For Dow Corning® 795 Silicone Building Sealant, Dow Corning® 983 Structural Glazing Sealant and Dow Corning® 995 Silicone Structural Sealant, the allowable deadload design strength is 1 psi or 700 kg/m2. The weight of the divided by the total silicone area must not exceed 1 psi, the deadload design strength of the sealant. Insulating glass unit manufacturers require deadload for their insulating glass units.

10

The deadload structural bite requirement is calculated as follows: Bite =

weight of glass in lb sealant length in inches x sealant deadload design strength (1 psi)

For example, a 4' by 8' lite of monolithic glass at a weight of 3.3 psf will have a weight of 105.6 lb and a glass perimeter of 288". Based on a 1 psi deadload design strength, a bite of 3/8" is required. Bite =

weight of glass in kg sealant length in mm x sealant deadload design strength (7 x 10-4 kg/mm2)

SDS (700 kg/m2) =

weight of glass in kg sealant length in meters x bite

For example, a 1219 mm by 2438 mm lite of monolithic glass at a weight of 14.8 kg/m2 will have a weight of 43.97 kg and a glass perimeter of 7.314 meters. Based on 700 kg/m2 deadload design strength, a bite of 9 mm is required.

Glueline Thickness

Proper glueline thickness facilitates the installation of sealant and allows reduced stress on the structural t resulting from differential thermal movement. A minimum glueline of 1/4" (6.4 mm) is required, but as the structural bite increases, the glueline should be increased to allow the sealant to be applied easily and the to expand and contract when subjected to thermal movement. If structural bite requirements exceed 3/4" (19 mm), the glueline thickness should be increased to a dimension greater than 1/4" (6.4 mm). To facilitate filling of the structural t, the bite-to-glueline thickness ratio should be maintained at 3:1 or less. 11

All s that are structurally glazed undergo repeated expansion and contraction due to variation in temperature. Glueline thickness must be properly designed to accommodate these movements. The thermal movement can be calculated for any or framing member if the length of the material, material type (e.g., glass, aluminum) and coefficient of thermal expansion (CTE) are known. t movement for a particular can be calculated as follows: Movement (inches) = length (inches) x CTE (inches/inches/ºF) x temperature change (ºF) For example, for a 4' by 8' high lite of glass fixed at the sill and a temperature change of 180ºF, glass with a CTE of 5.1 x 10–6 will show movement of 0.088". Aluminum with a CTE of 13.2 x 10–6 will move 0.228". Differential movement between the glass and aluminum will be 0.228" minus 0.088", which is 0.14". Movement (mm) = length (mm) x CTE (mm/mm/ºC) x temperature change (ºC) For example, for a 1219 mm by 2438 mm high lite of glass fixed at the sill and a temperature change of 82ºC, glass with a CTE of 9.2 x 10-6 will show movement of 1.84 mm. Aluminum with a CTE of 23.8 x 10-6 will move 4.76 mm. Differential movement between the glass and aluminum will be 4.76 mm minus 1.84, which is 2.92 mm. The dimension of glueline required (a) for the differential movement (b) can be calculated using the Pythagorean Theorem. Likewise, the allowable movement (b) for a particular glueline dimension (a) can also be calculated. The new glueline thickness (c) is limited by the movement capability of the sealant in shear in a structural t configuration.

a2+b2 = c2 a

c

where a = original glueline b = t movement c = new glueline after t movement

b For the example discussed above where differential movement of 0.14" (b) is expected, and the sealant has an original glueline thickness of 0.25" (a), the sealant will elongate to a new glueline thickness of 0.287" (c). Extension of the sealant from 0.25" to 0.287" will be 14.8%. For Dow Corning® 995 Silicone Structural Adhesive, Dow Corning® 795 Silicone Building Sealant and Dow Corning® 983 Structural Glazing Sealant, maximum extension from thermal expansion is 15% in any structural silicone t. The lower allowable movement capability in structural ts is due to the t design, where the t width, or glueline, is less than the t

12

depth, or structural bite. This is the reverse situation to weatherseals, which have higher movement capability. NOTE: Coefficients of Thermal Expansion Values for common building materials are available in the “Weatherproofing” section of this technical manual. The direction of the movement would also need to be considered. Consider whether thermal movement will take place in one direction due to the setting blocks preventing any downward movement of the glass or in the case of an uned system where the thermal movement can be taken by the glass in both directions. This will need to be taken into consideration when deg the sealant t dimensions.

Structural Silicone Used in Shear

Structural silicone can be used in shear for live load applications at the same design strength (20 psi, 138 kPa, 14,000 kg/m2) as it is used in tension. This application encomes Total Vision Systems (Fin Glazing), some skylight designs and the use of the silicone to reinforce the structure through diaphragm loading. The modulus of the structural silicone in shear is lower than in tension (consider the calculations through the Pythagorean Theorem from the “Glueline Thickness” section of this manual). Therefore, combinations of shear and tension loading cannot be added without understanding the 13

stress-strain relationship of each t. Dow Corning Technical Service for more information.

Splice ts in Curtainwalls

Splice ts in aluminum curtainwall framing are the highest-movement, fastest-moving ts on a curtainwall system. Splice ts absorb the thermal expansion of 13' to 16' (4 m to 5 m) of aluminum framing exposed to the building’s exterior on a daily basis. Field-installed stick curtainwalls use splice ts to also absorb building deflection, live loads and wind sway. It is best to avoid splice ts within a structural t. Placing 13' to 16' (4 m to 5 m) of aluminum frame thermal movement and live load deflection of the floor into the shearing of a 1/4" (6 mm) wide structural silicone t will: 1) exceed the design stress of the silicone, causing fatigue; 2) place excessive loading onto glass, causing possible failure; or 3) cause premature fogging of the insulating glass unit. If splice ts cannot be avoided within a structural silicone t due to the requirements of field-applied structural silicone in a stick system, then the splice t should be applied to within 1" (25 mm) of the head of a piece of glass. If silicone failure occurs due to excessive t movement, a minimum of forces will be placed onto the glass due to the placement.

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Structural Glazing Guidelines

Following are general guidelines that should be followed for all structural glazing applications. All exceptions must be handled on a project-specific basis and documented in writing by the Dow Corning Technical Service Representative. • • • • • • •

The structural bite must be a minimum of 1/4" (6.4 mm). The glueline thickness must be a minimum of 1/4" (6.4 mm). The structural bite must be equal to or greater than the glueline thickness. The bite-to-glueline ratio must be between 1:1 and 3:1. The structural sealant t must be able to be filled using standard sealant application procedures. The t design must allow the sealant exposure to air so that it can cure and obtain its ultimate physical properties. The structural sealant t must be fully cured and adhered prior to removing temporary fasteners in the field or moving curtainwall units in the shop.

NOTE: Closing off the t opening with a weatherseal immediately after application of an exterior applied structural t will drastically slow down the cure of the structural sealant. All exceptions to these guidelines must be reviewed and approved by a Dow Corning Technical Service Representative.

Substrate Suitability

Dow Corning project services include adhesion and compatibility testing according to ASTM standards. These methods do not encom any substrate approval; therefore, adhesion or compatibility reports from Dow Corning should not be interpreted as substrate approvals. Dow Corning does recognize typical substrates for use in silicone structural glazing based on historical and industry practices, (e.g., anodized aluminum). Dow Corning will reject the use of Dow Corning structural sealants in designs with non-typical substrates without further confirmation of substrate suitability and durability. Where non-typical substrates are specified, a system design professional should be consulted regarding material suitability for structural glazing based on from industry guidelines and substrate manufacturer input. Discussion will need to take place on its durability prior to its acceptance and use in structural applications. Dow Corning may require the customer provide independent confirmation of a substrate’s suitability.

Substrates for Adhesion Metals: When selecting aluminum substrates for structural glazing, the t design and adhesion of the structural silicone must be considered. A flat surface with no gasket races, key slots, serrations or other irregularities is required. Some off-the-shelf extrusions may not be suitable for all structural glazing applications. The width of the extrusion must be adequate to achieve the calculated minimum structural bite with a suitable spacer attached.

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Extruded mill finish aluminum is not an appropriate surface for structural silicone application due to poor adhesion. The graphite lubricant used in the extrusion process causes a highly variable surface to which adhesion is not always predictable. Therefore, aluminum must have a minimum of an alodine finish for structural glazing applications. Anodizing and thermal set paints such as fluorocarbon and polyester powder coat are also suitable aluminum finishes. In addition, high-grade stainless steel (316) can also be specified, as verified by past adhesion tests and actual projects. Carbon steel and galvanized steel are not appropriate surfaces for structural silicone glazing due to substrate durability concerns when exposed to corrosive agents. Painted steel is generally not acceptable for silicone structural glazing for the same reason. On an exception basis, steel components painted with high-performance industrial-grade coatings have been approved upon testing and review by Dow Corning, the substrate manufacturer and the coating manufacturer. Masonry: Masonry and cementitious substrates have not been embraced by the Façade/Curtainwall Industry (ASTM C-24) as suitable substrates for structural silicone attachment. The alkalinity of the substrate can be a variable in the durability and longevity of adhesion necessary for structural silicone. When structural attachment to masonry is required, mechanical anchors should be installed into the masonry to anchor a metal plate, and the structural silicone should then be bonded to the metal. The metal must be compatible with masonry and have a high-performance finish. Back-Painted Glass: Back-painted glass is not an appropriate substrate for silicone structural glazing because of substrate durability concerns and adhesion of the coating to the glass. Adhesion testing completed by Dow Corning only addresses adhesion of the sealant to its direct substrate and does not encom adhesion of the coating to the glass. • • •

Typically, back-painted glass has been used in interior applications that offered additional mechanical . Dow Corning can complete adhesion testing in order to help you make your sealant choice for non-structural applications. Additionally, compatibility of the sealant to the coating should be addressed by the coating manufacturer. Dow Corning is not responsible for the adhesion of the coating to the glass and any effect the sealant may have on this adhesion. Back-painted glass in which the edges have been deleted or not coated along the structural sealant bondline may be tested for structural sealant adhesion and be considered a clear glass substrate.

Substrates for Compatibility Testing In addition to suitability of substrates for adhesion, gasket and accessory materials must be compatible with Dow Corning® sealants. The spacer material and setting blocks used in structural glazing must be fully compatible with the structural silicone. Dow Corning uses ASTM C 1087-00 (Standard Method for Determining Compatibility of Liquid-Applied Sealants 16

with Accessories Used in Structurally Glazed Systems) to test the compatibility of various accessories (setting blocks, gaskets, etc.) with Dow Corning’s silicone products. This testing only assesses the impact that these accessories may have on the performance of the silicone sealant and does not imply compatibility or performance of the other products used in the curtainwall or window systems (i.e., insulating glass, laminate interlayers, glass coatings, spacer bar materials, etc.) in the presence of the silicone sealant. Based on historical testing and success, most silicone setting blocks, composed of 100% silicone, are found to be compatible for full with structural silicones. 100% silicone setting blocks are thereby our primary recommendation for 4-sided SSG applications. Other materials such as EPDM, neoprene, SCR (Silicone Compatible Rubber – an EPDM-based material) and other similar organic materials may cause discoloration of light-colored silicone sealants. When discoloration is noted, per the criteria in ASTM C1401 Section 34.3, these materials will not be approved for full in structural glazing applications. When using these materials in structural glazing applications, light-colored or gray sealants should not be used. When using gray Dow Corning® 983 Structural Glazing Sealant, gray Dow Corning® 982 FS Insulating Glass Sealant and gray Dow Corning® 982 Silicone Insulating Glass Sealant, 100% silicone accessory materials are required. When using EPDM, neoprene, SCR (Silicone Compatible Rubber, an EPDM-based material) and other similar organic materials for weatherseal applications, only dark-colored (black, charcoal or bronze – NOT gray) silicone sealants will be recommended for with these organic extrusions. Where discoloration is severe, even dark-colored silicone sealants may not be approved for weatherseal applications, due to potential long-term adhesion loss. When using insulating glass, the IG manufacturer should be ed for specific recommendation of setting blocks to ensure compatibility with the IG unit components (spacer, PIB, glass coatings, etc.). NOTE: When applying a weatherseal over the silicone setting block, a 1/8" minimum sealant thickness is required. See the figure on page 9.

Project Review Services

Dow Corning professionals are available to assist you in selecting the best sealant for your specific application. All silicone structural glazing applications using Dow Corning® adhesive or sealants must be reviewed on a project-specific basis by our technical service staff prior to any product selection. The review and testing must be successfully completed, along with factory or site QA documentation, before Dow Corning will issue a warranty. A project submission form is included with this manual for your use. Additional forms are available from any Dow Corning Representative. The following services are offered by Dow Corning.

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Product Recommendations

After reviewing project drawings and specifications and having performed laboratory testing, Dow Corning will assist in the selection of the correct Dow Corning® sealant/primer and/or surface preparation for the specific application.

Print Review

Guidelines for silicone structural glazing details are provided in this section. Dow Corning must review all structural details before any approval or acceptance is given. Typical horizontal and vertical details, plus any non-typical details, should be submitted for review. Also provide elevations indicating glass dimensions and design windload values for the building. Dow Corning has found that a few underlying principles are critical to consider in virtually all t designs using silicone sealants. Dow Corning will review ts for compliance with these underlying design principles, provide suggestions or changes, and/or identify limitations of the designs. It will also allow Dow Corning’s technical staff to check that all components that will need to be tested as part of the project review have been supplied. This will include bonding substrates, spacers, setting blocks, gaskets, etc.

Adhesion Testing Dow Corning will evaluate the adhesion of our product to materials representative of those to be used on the job (i.e., glass, metal, masonry, composites, etc.) using a modified ASTM C794 peel adhesion test. All samples submitted for testing should be a minimum of 8" (200 mm) in length. For example, for aluminum extrusions, supply one 8" (200 mm) sample for each sealant to be tested. For glass, one standard 12" by 12" (300 mm by 300 mm) sample is sufficient. Upon completion of this testing, Dow Corning will forward in writing product recommendation, surface preparation and primer recommendation (if needed). Testing takes approximately four weeks from receipt of samples.

Compatibility Testing Chemically incompatible glazing accessories (gaskets, spacers, setting blocks, etc.) can lead to sealant discoloration and/or loss of sealant adhesion to the substrate. To ensure a product’s suitability, Dow Corning tests the compatibility of job site representative accessory materials with its silicone sealants using ASTM Cl087. For each sealant to be tested, supply 4" (100 mm) minimum length of the gasket, spacer or setting block. Results of the compatibility test will be forwarded in writing. Testing takes approximately four weeks from receipt of samples. Silicone sealant will yellow when in with EPDM, neoprene, bitumen, asphalt and other organic-based membranes, coatings and gaskets. Dark-colored sealants will typically mask the yellowing. ASTM C1087 compatibility testing will confirm the degree of yellowing; testing may be performed with questionable materials upon request. See the comment below discussing the application of sealants to membranes. Upon completion of testing, approvals for full or incidental will be provided. Incidental is defined as the between the structural sealant t and 18

complementary material used in the construction of structurally glazed systems where the area is no greater than the cross-sectional area of the gasket or structural t or the face width of the setting block in with the structural t. An incidental test result for gaskets implies use of the sealant should be for 1- and 2-sided silicone structurally glazed applications in which the sealant s the gasket at an intersection. Approval for full means the sealant can be in with the accessory component for any area greater than the component’s cross-sectional area. Full approval implies the use of the sealant is acceptable for any application of the sealant being in with a gasket for the length of a glazing leg, which is typical of a 4-sided silicone structural glazing design. Some studies have shown that the addition of Dow Corning® Primer P will significantly reduce or eliminate the yellowing or discoloration because it is a film-forming barrier. However, this must be verified in field testing on a project-specific basis.

Non-Stain Testing If natural stone is being used on the project, Dow Corning can test and evaluate the performance of its sealants to determine if fluid in the sealant has the potential to migrate into porous substrates such as granite, marble, travertine and limestone. Job site representative samples of the stone need to be tested using a modified ASTM C1248 procedure. For each stone type and sealant to be tested, supply two samples of the dimension 1" by 3" (25 mm by 75 mm) the thickness of the stone. Larger samples can be cut for testing. Testing takes approximately six weeks from receipt of samples.

Other Test Requirements Dow Corning can accommodate special, non-standard testing requirements. Please consult your local Dow Corning Representative at the beginning of the project to determine whether Dow Corning is capable of such testing services. Dow Corning may charge a service fee for nonstandard testing. Mock-up Testing Curing Minimums for Structural Load Testing – The structural sealant must be fully cured and adhered to the substrates prior to running structural load testing. With one-part structural sealants (Dow Corning® 795 Silicone Building Sealant or Dow Corning® 995 Silicone Structural Sealant), it is best to leave the weatherseal open until complete cure and adhesion occurs for “exterior applied” designs. Closing off the t opening with a weatherseal immediately will drastically slow down the cure of the structural sealant if shot and applied from the exterior. A one-part sealant can be applied from the interior at the same time the weatherseal is applied. This type of application is illustrated in the “t Composition” diagram shown previously in the “Structural t Design” section of this manual. A 12" “mini mock-up” sample can be made and destructively tested for complete cure and adhesion. Any review, recommendation or statement made on behalf of Dow Corning relating to an engineering design, architectural drawing, product formulation, end-use specification or similar 19

document is limited to the knowledge of product properties as determined by laboratory testing of material produced by Dow Corning. Any comments or suggestions relating to any subject other than such product properties are offered only to call to the attention of the engineer, architect, formulator, end- or other person considerations that may be relevant in his/her independent evaluation and determination of the appropriateness of such design, drawing, specifications, document or formula. Dow Corning assumes no responsibility for the comments or suggestions relative to subjects other than such product properties and expressly disclaims any warranty or responsibilities for them.

Classification of Silicone Structural Glazing 2-Sided Structural Glazing This method uses structural silicone sealant to the glass on 2 sides (either vertical or horizontal edges) and utilizing mechanical on the other 2 sides. Two-sided structural glazing can be fabricated in the factory or on-site.

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4-Sided Structural Glazing Glass is ed on all 4 sides with structural silicone. Structural silicone is used for bonding all 4 edges of the glass to the frame, and the deadload can either be ed mechanically by a fin and setting block or by the structural silicone. It is generally recommended that 4-sided structural glazing be performed in-shop.

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Application Methods for Structural Glazing Systems Factory (Shop) Glazing Curtainwalls assembled in a factory environment are assembled in individual units. This system is referred to as unitized curtainwall. Factory construction of the curtainwalls provides a controlled environment where proper surface preparation and sealant application procedures can be maintained and quality control programs can be implemented and documented. After the units are assembled and sealant has been allowed to fully cure and develop adhesion, units are shipped to the construction site where they are erected onto the building structure.

Site (Field) Glazing Site glazing is a method that applies structural sealant directly at the construction site. s are attached to the mullions and transoms, which are already attached to the structure. Site glazing is suitable for 2-sided structural systems, but it is generally recommended that 4-sided systems are factory glazed. Temporary mechanical fasteners are required to firmly hold and prevent movement of the s until the structural sealant is fully cured and adhered. NOTE: Special attention to cleaning and sealant application is required under the following conditions: • •

•

Occurrence of severe wind during application may cause undue stress on the curing structural silicone Extremely high or low temperatures – optimum application temperature range is 10-35°C (50-95°F). For applications below 10°C (50°F), the potential for dew point and frost must be considered. For applications in higher temperatures, sealant must not be applied when substrate temperatures are in excess of 50°C (120°F) Rain-contaminated ts – remove all moisture from the substrate surface, then solvent clean, prior to glazing

Structural Glass Systems (Bolted Glazing) The structural glass or bolted glass system generally has holes drilled at each corner of a glass element and a bolt is used to provide mechanical for the glass and fixes the glass facade to a metallic structure, which is secured to the main structural member of the building. A highquality silicone sealant is then used to provide the weatherseal between the glazing elements. As a result of recent developments in silicone sealant technology, insulating glass units can also be installed using bolted glass technology. In this system, a high-performance silicone insulating glass sealant is used to produce the hermetic edge seal of the insulating glass units. Silicones are used due to their excellent resistance to ultraviolet light, which would attack organic-based sealants. Furthermore, high-performance, structurally capable silicone insulating glass sealants used as the hermetic edge seal can dispense with the need to drill the external glass element of the insulating glass unit. In this design, the internal glass is bolted back to the main structure, while the external glass is structurally bonded to the inner glass around its perimeter.

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One of the latest developments in structural glass design is the elimination of the bolted system and the need to drill the glass by using structurally bonded patch plates as an alternative. Dow Corning’s range of structural adhesive sealants enables the designer to do away with the cost of drilling holes in glass and the use of very expensive stainless steel spider systems. This results in a system that has a reduced cost of manufacture, increased visibility and improved aesthetics. Structural glass systems are often referred to as structural glazing, which is often confused with structural silicone glazing, as both techniques use this generic term. Therefore, architects and specifiers should be sure which system is being offered.

Total Vision Systems (Fin Glazing) Total vision or fin glazing is a system that is used to maximize the area of glass at the front of the building, reducing the visible mechanical fixings and increasing the unobstructed vision area of the facade. Total vision glazing is a 2-sided structural glazing system in which the glass is normally mechanically fixed at head and sill and the vertical edges are structurally attached to glass fins or mullions. The glass is bonded to the glass fin using Dow Corning® structural silicone sealants. The structure is then made watertight using Dow Corning® weathersealing sealants. This technique is widely used for lobbies, showrooms and racetracks where the unobstructed visibility is an advantage.

Laminated Glass Considerations Laminated glass with polyvinyl butyrol (PVB) interlayers may delaminate ¼" (6 mm) or more at the edges when in with any sealant, silicones and organics. Some PVB interlayer plasticizers can migrate, causing edge delamination due to shrinkage of the interlayer. Some PVB interlayers have been seen to show edge delamination without any sealant . For further information, the laminated glass manufacturer. Compatibility should be checked on a job-by-job basis with the actual sheet-form laminate. Compatibility verifies the laminate does not cause the sealant to discolor and should not be considered an indicator of whether or not delamination will occur.

Structural Attachment of Non-Glass Materials

Materials other than glass have been successfully attached to buildings with silicone sealants for many years. The benefits of structural silicone have been used with materials such as thin stone s, including granite or marble; ceramic tile; plastic; and aluminum composite materials. In all cases, Dow Corning has performed extensive testing of specific materials prior to approving the use of its sealant as a structural adhesive. The durability of the non-glass material must be evaluated by the manufacturer to determine its suitability for this application. Certain materials, such as plastics, may have high coefficients of thermal expansion that may cause undue stress on the structural silicone and/or bowing of the s. Dow Corning must review all designs, whether glass or non-glass materials, where its sealants are used as structural adhesives.

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See also “Substrate Suitability” on page 15.

Stiffeners For aluminum composite materials that are mechanically attached around the perimeter and the sealant is used to attach an aluminum stiffener, Dow Corning permits glueline thickness dimensions of less than 1/4" (6 mm). In this application, there is a negligible amount of differential movement between the two aluminum components, and shear stress on the sealant is minimal. A best practice is to use a spacer material to establish a sealant t, which can be controlled for width and thickness. Ensure use of suitable sealant for these applications by following the project specification.

Sloped Glazing Sloped glazing is a form of structural glazing used in skylights and similar non-vertical applications. Conventional structural glazing guidelines can be followed for slope glazing with few modifications. The structural glazing calculation takes into the weight of the glass counteracting the negative design windload on the building. The flatter the slope of the glazing system, the greater the reduction in the windload effect on the structural t. Local codes typically require the use of laminated glass to protect individuals within the structure. Edge delamination of laminated glass with polyvinyl butyrol (PVB) may delaminate up to 1/4" (6 mm) from with any sealant. Please the laminated glass manufacturer for more information on this matter. For many slope-glazed systems, the glass sets on a gasket and the structural t is installed to the edge of the glass. The sealant in this application acts as both the structural seal and the weatherseal. Dow Corning permits the use of its sealants in this manner provided that the t maintains an aspect ratio of 1:1 where the depth of the sealant is equal to or greater than the width of the t opening. The structural bite in this design is the depth of the t along the edge of the glass. The sealant in this design must be structurally attached to a fin that can the structural load on the glass. Glass tolerances must be considered. Glass that is sloped outward from vertical, such as is common in airport control towers, imposes a deadload upon the glazing that must be added to the windload when there is intimate with setting blocks. If the outward slope is greater than 15 degrees from vertical, it is prudent to perform your calculations as if the entire weight of the glass is ed by the silicone. If there are no setting blocks, the entire lite is ed by the structural silicone. The design load on the silicone for live and deadload must be determined and the bite dimension sized appropriately. For these designs, your Dow Corning construction professional for further information.

Protective Glazing Systems Dow Corning offers structural glazing products that have successfully been used in protective glazing systems designed to meet the demands of missile impact and bomb blast testing. The demands of missile impact and bomb blast testing are great on any sealant. The sealant is only one component of a glazing system that includes the framing system, glass and laminate. In missile impact testing required to withstand flying debris from hurricanes and windstorms, the 25

glazing must stay intact through either a small or large missile impact. The sealant then must “anchor” the laminated glass through repeated wind cycles that duplicate a hurricane. For bomb-blast mitigation glazing, the sealant must also anchor the laminated glass through an air blast explosion. Dow Corning does not approve bomb blast designs because of the intricate interactions between the sealant, glazing and framing. Potential s should either test their system and have it approved, or work with a bomb blast consultant who can review the design and determine the sealant requirements. Dow Corning can provide the consultant with either ASTM D412 Tensile or ASTM C1135 Tensile sealant strength data for analysis. Both Dow Corning® 983 Structural Glazing Sealant and Dow Corning® 995 Silicone Structural Sealant have the high strength and tear propagation properties required to either missile impact or bomb blast test requirements. Numerous glazing systems have successfully ed both tests with these two products.

Insulating Glass Insulating glass units are widely used in structurally glazed facades to improve the thermal performance of a facade. By using insulating glass units, architects and specifiers can increase the areas of glass that can be used on a facade without compromising the thermal performance of the building. This allows the designer much greater scope when deg a building facade using the latest building materials and concepts. When using IG units in any structurally glazed facade, specifically developed Dow Corning® silicone IG sealants should be used. These sealants provide a hermetic seal that is resistant to attack from ultraviolet light while at the same time providing a structural seal that structurally bonds the outer glass of the IG unit to the inner glass, thereby providing a system that is structurally bonded from the outer glass of the IG unit through to the building structure. Silicone sealants are the only products that are specified in national and international standards for this application. Not only does the silicone IG sealant provide structural integrity for the IG unit, it also firmly holds the two glass elements together and prevents damage to the primary PIB (polyisobutylene) seal, which controls the ingress of moisture into the unit. Dow Corning products have a proven track record in this application.

Surface Preparation and Sealant Application Introduction The Dow Corning application procedures outlined in this manual describe the general requirements for installing Dow Corning® Silicone Building Sealants. By following these procedures closely, you will help ensure good sealant performance. To be eligible to receive a Dow Corning warranty, these procedures must be followed. Since Dow Corning® Silicone Building Sealants are applied in many different environments and situations, these procedures are not intended to be a complete and comprehensive quality assurance program.

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Following are the basic steps required for proper structural sealant t preparation and sealant installation: 1. Cleaning – t surfaces must be clean, dry, dust-free and frost-free 2. Priming – if required based on testing, primer must be applied to the cleaned surfaces 3. Applying Sealant – sealant is applied by “pushing the bead” into the structural t cavity 4. Tooling Sealant – sealant is tooled into the structural t to ensure it wets out and s both sides of the t and the spacer without any voids in the sealant t

Substrate Cleaning Procedure This section provides information on cleaning solvents and general cleaning procedures for porous and non-porous substrates. One of the key requirements of good sealant adhesion is a clean surface. Proper cleaning is accomplished through the use of the “two-cloth” cleaning method. Always confirm with the supplier of each substrate that the cleaning procedures and solvents are compatible with their material.

Organic Solvent Usage The proper use of solvents is an important part of the surface preparation requirements for substrates that are to be structurally bonded. Solvents all differ in their effectiveness in removing certain contaminants. Dow Corning will test with the specific solvents selected, and cleaning and priming recommendations will be based on the use of this solvent. Dow Corning recommends caution when using denatured alcohol due to potential contamination from the denaturants. Please be aware that certain aggressive solvents can adversely affect finishes such as polyester powder-coated aluminum. Therefore, milder solvents such as IPA (isopropyl alcohol) or high quality white spirit (greater than 98% pure) can be used without damaging the substrate surface. Check with the substrate supplier for solvent compatibility with their materials. Please follow the solvent manufacturer’s safe handling recommendations and local, state and national regulations regarding solvent usage.

Non-Porous Substrate – Solvent Considerations Non-porous surfaces must be cleaned with a solvent before the sealant is applied. The solvent used will depend on the type of dirt or oil to be removed and the substrate to be cleaned. Nonoily dirt and dust can usually be removed with a 50% solution of isopropyl alcohol (IPA) and water, pure IPA, or methylated spirit. Oily dirt or films generally require a degreasing solvent such as xylene or white spirit.

Porous Substrates – Solvent Considerations Porous stone substrates such as granite or marble might not be sufficiently cleaned by solvent cleaning. Depending on the condition of the surface, porous substrates may require abrasion cleaning, solvent cleaning or both. Laitance and surface dirt must be completely removed. High pressure water blasting is an effective cleaning method, or a bristle brush with running water may suffice. Porous materials may absorb water or solvents after cleaning or priming.

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Hence, water or solvents used for cleaning must be allowed to evaporate completely before sealant is applied.

“Two-Cloth” Cleaning Method Clean, soft, absorbent, lint-free cloths, along with the appropriate choice of solvent, must be used. The “two-cloth” cleaning method consists of a solvent wipe followed by a dry cloth wipe to lift and remove the solvent and contaminants suspended in the solvent. Multiple cleanings may be required to properly clean a substrate. 1. Pour or dispense an acceptable cleaning-grade solvent onto the cloth. A plastic (solventresistant) squeeze bottle works best for organic cleaning solvents. Do not dip the cloth into the container of solvent, as this will contaminate the cleaning agent. 2. Wipe vigorously to remove contaminants. Check the cloth to see if it has picked up contaminants. Rotate the cloth to a clean area and re-wipe until no additional dirt is picked up. 3. Immediately wipe the cleaned area with a separate clean, dry cloth before the solvent has evaporated. This technique will allow dirt and contaminants suspended in the solvent to be lifted and removed with the second dry cloth. Multiple cleanings may be required to adequately clean a substrate. Organic solvent must be removed with the dry cloth before the solvent evaporates or the cleaning will be less effective. Some surfaces or weather conditions will allow a small amount of residual organic solvent to remain. If this is the case, the surface must be allowed to dry before continuing with the sealant installation.

Primer Application Procedure

Dow Corning® primers should be applied in the following manner only to surfaces that have been properly cleaned and are dry and free of frost: 1. Apply masking tape to the surfaces next to the t to keep excess primer and sealant off areas where they are not intended. 2. Pour primer into a small, clean container and replace and tighten the cap on the primer can to prevent exposure to atmospheric moisture that will contaminate the primer. Do not pour more than a 10-minute supply into the container at a time to ensure that primer does not get contaminated. 3. Depending on the substrate and job conditions, two different methods can be used to apply the primer. The preferred application is to dip a clean, dry, lint-free cloth into the small container of primer and gently wipe a thin film onto the surface. For “hard-to-getto” areas and rough surfaces, apply the primer in a thin film with a clean brush. Caution: Over-priming can cause adhesion loss between the sealant and the primer. If too much primer has been applied, a powdery, chalky, dusty film will form on the surface. Excess primer should be removed by dusting the t with a clean, dry, lint-free cloth or a nonmetallic bristle brush. 4. Allow the primer to dry until all the solvent evaporates. This typically takes 5 to 30 minutes, depending upon the temperature and humidity. 5. Inspect the surface for dryness. If too much primer has been applied, a powdery, chalky, dusty film will form on the surface. In this case, remove excess primer with a clean, dry, lint-free cloth or a non-metallic bristle brush before applying sealant. 28

6. The surface is now ready for application of the sealant. Sealant must be applied the same day the surfaces are primed. Any surfaces primed but not sealed on the same day must be covered to prevent contamination or re-cleaned and re-primed before applying sealant.

Sealant Application Procedure After cleaning and priming (if required), the sealant may then be gunned into the sealant t. The spacer may already be in place during the cleaning and priming process or it may need to be installed after the metal substrate has been cleaned and primed. The glass is typically cleaned before it is put in position. It is critical that the sealant fills the entire t or cavity and firmly s all surfaces intended to receive sealant. If the t is improperly filled, good adhesion will not be achieved, and sealant performance will be weakened. This is critical since the effectiveness of the silicone in structural applications is largely dependent on the sealant bite ( area). Keyway considerations: It is recommended to always use a flat surface for structural glazing. At times, when additional structural bite is required, it may become necessary to use a keyway as part of the structural bite. If use of a keyway becomes necessary, please follow these guidelines: When a keyway is used as part of the glazing surface contributing to the structural sealant bite, the sealant installation must be carried out as a separate step. The keyway must be cleaned, primed if necessary, sealant installed and tooled as its own procedure prior to the remainder of the structural sealant being installed. This is to ensure full t fill and adhesion to a surface that is contributing to structural bite. Sealant should be applied as follows: 1. To ensure an aesthetically pleasing job, masking tape should be used to keep excess sealant from ing adjacent areas where it is not intended. 2. Apply the sealant in a continuous operation using a caulking gun or pump. A positive pressure, adequate to fill the entire t width, should be used. This can be accomplished by “pushing” the sealant ahead of the application nozzle. Care must be taken to ensure complete fill of the sealant cavity. This is critical, since the effectiveness of the silicone in structural applications is largely dependent on the sealant bite ( area). 3. Tool the sealant with firm pressure before a skin begins to form (typically 10 to 20 minutes). Tooling forces the sealant against the spacer and the t surfaces. Do not use liquid tooling aids such as water, soap or alcohols. These materials may interfere with sealant cure and adhesion and create aesthetic issues. 4. Remove the masking tape before the sealant skins over (within about 15 minutes of tooling).

Setting Procedure Many of the specific requirements of glazing are beyond the scope of this guide. For detailed information, a guide such as the Glazing Association of North America (GANA) Glazing Manual should be consulted. Some general rules to follow when using silicone sealant in glazing applications are as follows:

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1. Care must be taken to ensure that t surfaces that have been prepared are not contaminated. 2. In some field glazing applications, the silicone may not be applied the same day the glass is set. t preparation (cleaning and priming) must be accomplished immediately prior to applying the silicone. 3. Temporary fasteners or clips must be used to retain the structurally glazed lites or s until the silicone has fully cured. A two-sided adhesive tape, used as the structural spacer, may be considered sufficient temporary provided the tape manufacturer has approved the use of their product for this application.

Sealant Cure Requirements In all silicone structural glazing applications, the silicone must be fully cured and adhered before the adhesive is stressed. The exact time can be determined by fabricating several small samples that replicate the t design of the units. These test specimens should be cured along the curtainwall units. These samples can be cut apart to determine the degree of cure as a function of time. These samples would also be used to check the adhesion of the sealant to the substrates. Full frame deglazes are also used to determine time to full cure, plus to test adhesion and t fill (structural bite).

Construction Site (Field) Glazing Temporary of ading materials must be used during the cure of the structural silicone sealant. This is to prevent any stress on the sealant prior to full development of sealant adhesion and strength. Dow Corning® 995 Silicone Structural Sealant and Dow Corning® 795 Silicone Building Sealant typically require 7-14 days but can require up to 28 days or more in cold, dry conditions, depending on t size, temperature and relative humidity.

Factory (Shop) Glazing – One-Component Silicone

If Dow Corning® 995 Silicone Structural Sealant or Dow Corning® 795 Silicone Building Sealant is used, complete cure of the silicone must be achieved before the units are moved or stressed in any way. This will typically require 7-14 days but can require up to 28 days or more in cold, dry conditions, depending on t size, temperature and relative humidity. The time may be shortened in some cases as well (warm, humid conditions).

Factory (Shop) Glazing – Two-Component Silicone

Dow Corning® 983 Structural Glazing Sealant cures in deep section within 3 hours and generally achieves full adhesion within 24 hours. However, time to full cure depends on t design, substrate type, temperature and humidity. For example, adhesion to a metallic fluorocarbon may take several days to achieve full adhesion, although the time can be shortened by priming the fluorocarbon paint with Dow Corning® Primer C. Another consideration is the effects of temperature over the course of a large project. Full adhesion may occur in 24 hours when the project starts in mid-summer, but may drift out to 48 hours as the temperature decreases in winter. The silicone must not be stressed until full adhesion has developed. It is preferable to allow horizontally glazed units to remain on the fabrication tables until full adhesion develops, especially when no two-sided adhesive tape is used. (Two-sided adhesive tapes can be used to prevent stressing of the sealant when moving and transferring units during the cure period.)

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Adhesion testing should be carried out to confirm that full adhesion has been achieved. Once full adhesion is verified, units may be moved in a more rigorous manner. When multiple substrates are glazed on unitized s, special attention must be given to the requirements of each substrate.

Replacement and Remedial Glazing

Glass breakage may occur during any phase of construction or long after a building is completed. How a system will be reglazed is an important design consideration. The specifics will vary from project to project. Always your Dow Corning Representative for specific advice. Following are some general guidelines regarding the silicone that should remain common to most all projects.

Replacement Glazing Due to Individual Unit Breakage

The following procedure assumes that a Dow Corning® structural adhesive was originally used on the project, and that the original recommendations are available to the contractor performing the repairs. If this information is not available, your Dow Corning Representative, who may need to determine whether Dow Corning® products have been used on the site. 1. Perform a field adhesion test to confirm the adhesion of the existing silicone to the substrates. If excellent adhesion is not observed, your Dow Corning Representative immediately. 2. Deglaze the area. Depending on the t design, this may require specially designed tools or piano wire to cut behind the silicone. 3. Cut away the silicone, leaving a thin film (approximately 0.02-0.04"/0.5-1 mm thick) of adhesive on the frame. Do not damage the surface finish of the substrate. Or, completely remove all sealant, but take care not to damage the substrate finish. 4. Clean the residual sealant with solvent using the “two-cloth” cleaning technique described previously. If fresh sealant will be applied immediately after cutting the cured sealant, then cleaning of the residual cured sealant may not be necessary. 5. Fresh sealant will adhere to cured sealant without primer. Primer may be necessary if sealant has been completely removed. 6. The silicone may absorb some solvent. Allow this solvent to evaporate so the existing cured sealant is completely dry before applying additional sealant. 7. Clean the new glass or and set in place. Install temporary fasteners. Mask the t. 8. Fill the t with a bead of fresh structural sealant. Refer to the “Sealant Application Procedures” section of this manual. 9. After the sealant has fully cured, check that full adhesion has been achieved and then remove the temporary fasteners. NOTE: In some instances, the structural t cannot be accessed once the glass has been set. In such instances, the sealant can be applied directly to the frame and the glass set in place, compressing the sealant in the t. The t must be filled in excess with sealant, and the glass 31

must be set within 10 minutes or before the sealant begins to skin. Under-filled structural ts are workmanship issues. It is the responsibility of the sealant applicator to ensure proper t fill. Dow Corning will review and comment upon reglazing procedures.

Replacement Glazing Due to System Failure If the scope of reglazing involves a major remedial operation, please consult with your Dow Corning Representative as early in the planning process as possible. Remedial glazing utilizing silicone structural adhesives most typically occurs when a conventionally glazed building has experienced leakage problems and the entire curtainwall is refaced. In any major remedial situation, it is very important to assess the problem with the system and carefully record dates and locations of specific failures.

Quality Assurance – Structural Applications

Dow Corning performs extensive quality assurance testing in our manufacturing facilities in accordance with rigid ISO 9000 standards. This section is intended to provide the end- with simple screening tests to that the material, as received at the job site, has not been abused or damaged in transit.

One-Part Sealants

The following procedure outlines a series of steps to ensure that the quality of the Dow Corning® 995 Silicone Structural Sealant or Dow Corning® 795 Silicone Building Sealant is adequate for structural sealant applications.

Shelf Life and Storage Conditions

Dow Corning® 995 Silicone Structural Sealant must be stored at temperatures below 32°C (90°F). The “use by” date is clearly displayed on the product packaging. Dow Corning® 795 Silicone Building Sealant must be stored at temperatures below 27°C (80°F). The “use by” date is clearly displayed on the product package.

Skin-Over Time/Elastomeric Test For one-part sealants, a skin-over and elastomeric test should be performed once per week and on every new lot of sealant used. The purpose of the test is to check the sealant’s working time and to ensure the sealant cures fully. Any great variation (excessively long times) in the skinover time may indicate an out-of-shelf-life sealant. This test is performed as follows: 1. Spread a bead of sealant into a 0.04" (1 mm) film on a sheet of polyethylene. 2. Every few minutes, touch the sealant film lightly with a tool. 3. When the sealant does not adhere to the tool, the sealant is said to have skinned over. Note the time required to reach this point. If a skin has not formed within 3 hours, do not use this material; your Dow Corning Representative. 4. Allow the sealant to cure for 24 hours. After 24 hours, peel the sealant from the polyethylene sheet. Stretch the sealant slowly to see that it has cured. Release the stretch

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and check to see that it returns to approximately the original length. If the sealant has not cured, your Dow Corning Project Manager. 5. Record the results in the project log book. This testing must be completed and results recorded, retained and available for review upon request. A project quality control log for recording test results is available later in this manual.

Multi-Component Sealants Shelf Life and Storage Conditions

Dow Corning® 983 Structural Glazing Sealant must be stored at temperatures below 26°C (79°F). A “use by” date is clearly displayed on both the base and catalyst packaging.

Incoming Material Inspection Prior to using, bring all materials inside and store at shop temperatures. Check for any dents that may prevent the follower plate from working properly. Dow Corning® 983 Silicone Structural Glazing Sealant Catalyst, Initial Inspection – When opening a new pail of catalyst, check for any clear fluid separation on the top. If present, this fluid should be lightly remixed with a long spatula in a motion from bottom to top, similar to how a paint is remixed. The remixing should take 1 to 2 minutes to complete for a homogeneous catalyst. Place the pail immediately underneath the follower plate of the pail pump and bleed off any residual air according to pump instructions. Do not leave opened for extended periods of time, because the catalyst will react with air and moisture and start to form a cured crust. Pumps that sit idle for greater than 7 days should have the pail of curing agent inspected for separation and remixed by the above method if separation has occurred. Dow Corning® 983 Structural Glazing Sealant, Initial Inspection – Remove the top plastic disc prior to placing underneath the follower plate of the drum pump and bleed off any residual air according to pump instructions. There is no reason to remix the base. An opened drum of base alone will not cure but may become dirty on the top surface.

Application Temperatures: Dow Corning® 983 Structural Glazing Sealant

Dow Corning® 983 Structural Glazing Sealant is a two-part structural glazing adhesive intended for in-shop fabrication of structurally glazed curtainwall units and systems. The product has an adjustable cure rate to compensate for handling difficulties during gradual cooling or warming trends due to seasonal changes. However, this product should not be used in unheated shops during the winter. Hence, it is recommended that Dow Corning® 983 Structural Glazing be applied between temperatures of 12 to 35°C (50 to 95°F). Variable adhesion properties have resulted when the product was applied to curtainwall units in an unheated shop during the winter. Drums of base and pails of catalyst should be stored indoors to maintain the temperature within the materials. The packaged materials are normally transported in unheated trucks and will be cold in the winter. Once received, the material should be brought indoors and warmed for a few days before using to help maintain consistency of cure and adhesion times. Cold base and cold 33

catalyst will cure slower (even if the shop temperatures are warm), so the material should be allowed to equilibrate for consistency of these properties. For each drop of 10°C, the reaction rate (cure, snap time, adhesion) is decreased by approximately ½. It is not uncommon to see these properties drop during the winter from typical properties seen in the summer. This change in initial properties will not affect the cured performance of the sealant.

Mix Ratio for Dow Corning® 983 Structural Glazing Sealant

The recommended mix ratio for Dow Corning® 983 Structural Glazing Sealant is between 8:1 and 10:1 by volume (standard ratios typically set by pump manufacturers). Based on these volumetric ratios, the weight ratio for Dow Corning® 983 Structural Glazing Sealant – Black corresponds to 10.3:1 to 13.0:1 (base to catalyst). For Dow Corning® 983 Structural Glazing Sealant – Gray, using the same volumes, the weight ratio should be 11.0:1 to 13.5:1 due to a difference in the specific gravity of the Black versus Gray catalyst. This difference is outlined on the Dow Corning® 983 Structural Glazing Sealant product data sheet.

Dispensing Equipment for Dow Corning® 983 Structural Glazing Sealant

Dow Corning® 983 Structural Glazing Sealant requires a plural component meter-mixing device. Two-part sealant pump manufacturers include but are not limited to Graco, H&G Industries, Reinhardt Technik Lisec, Nordson and Erdman Automation. For further information on the advantages and disadvantages, the reader is encouraged to discuss this with the distribution network of each of these pump manufacturers. The two-part sealant pumps available all require maintenance and trained operators. It is beyond the scope of Dow Corning as a sealant supplier to provide pump maintenance, spare parts and troubleshooting. The quality control program recommended by Dow Corning, including snap time, butterfly test, shop adhesion testing and deglazing, will show pump problems. Sporadic cure rate, non-uniform color, presence of air and uneven hardness of the finished sealant are issues generally associated with the pump. A method to evaluate the consistency of mix from the pump is to dispense a winding, snake-like bead of sealant onto a cardboard sheet. Tool the bead to an approximate 1/4" (6 mm) thickness and monitor the cure rate of the sealant. Type A durometer hardness can be used to monitor the rate of sealant cure. If soft spots remain after the bulk of the sealant is cured, there may be a problem with the pump. Please notify your pump manufacturer for assistance. Dow Corning® 983 Structural Glazing Sealant will work only when it is metered and mixed without incorporation of air. This requires a properly maintained pump with qualified, trained operators. Critical processing parameters are down pressure on the curing agent and base platens, effective purging during drum or pail exchange, seal integrity, and proper exchanging of a pail or drum before the system runs “dry” or cavitates. If a pump has been idle between projects, it is suggested that a thorough cleaning and refurbishing of maintenance items be performed. This can be done with the assistance of the pump manufacturer or its distributor.

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Dispensing equipment must be used to airlessly meter and mix Dow Corning® 983 Structural Glazing Sealant. The specific operation and maintenance of the pump are beyond the scope of this document. The applicator must have a start-up, shut-down and maintenance procedure for the pump to properly apply structural glazing adhesives. When starting the pump, the curing agent line should be opened and material pumped through the line until the sealant exiting the dispensing gun ceases to be white or streaked. Instead, it should be a consistent black color, indicating a mix of the base and curing agent components. Before shutting down the pump, the static mixer and hoses should be purged with base material and cleaned with an approved cleaning solvent. The amount of wasted material resulting from the start-up and shutdown of the pump varies with the type of pumping equipment used. As the volume of the hose after the static mixer location decreases, so will the amount of wasted material resulting from start-ups and shutdowns. Quality control testing to be performed on start-up of the equipment includes the butterfly test and the snap-time test. Descriptions of each follow. Results of these tests must be recorded in a log similar to the example in the “Documentation” section of this manual. These are guidelines based on Dow Corning’s experience and are not meant to supersede any recommendations or documentation from the pump manufacturer.

Butterfly Test The butterfly test must be performed every time the pump is started up, including start-ups that occur after extended breaks. The purpose of this test is to check for an adequate mix of base and curing agent components. The test is performed as follows: 1. Fold a piece of plain white paper. 2. Apply a minimum 6" (150 mm) bead of Dow Corning® 983 Structural Glazing Sealant to the crease or fold in the paper. 3. Press the paper together, smearing the sealant bead to a thin film. 4. Pull the paper apart and visually inspect the sealant smear formed. 5. Properly mixed material should have no white streaks of unmixed base. If streaks are present, then more material must be pumped through the lines to improve the mixing quality. If the sealant smear is a consistent black color, the sealant is properly mixed and ready for use. 6. If gray or white streaks continue, equipment maintenance may be needed. Cleaning or changing the mixing system, dispensing hose, dispensing gun or ratio system ball check valves can often correct this problem. Consult the equipment manufacturer for maintenance requirements. Under no circumstances should streaked material be used for production.

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Snap-Time Test Once full mix of the two-part sealant (as confirmed by the butterfly test) is achieved, a snap-time test should be performed. This test must be performed on a daily basis. Snap time is an indicator test that can vary from technician to technician. The snap-time test relates the base-to-catalyst mix ratio to the cure rate of the sealant and provides an indication of working time and deep section cure. The snap-time test is performed as follows: 1. Fill a small container with Dow Corning® 983 Structural Glazing Sealant. 2. Place a stick, pencil or spatula into the sealant. (Wooden chopsticks or paint-stirring sticks work well.) Note the time. 3. Every 3 to 5 minutes, pull on the stick. Do not stir the sealant or incorporate air into the mixed sealant. 4. If the sealant does not tear within itself (cohesively) when the stick is pulled out, the sealant has not snapped. The time at which the sealant tears cohesively when the stick is pulled out is termed the “snap time.” Note the snap time in a log. 5. The snap time will vary depending on atmospheric conditions, temperature, humidity and the individual doing the test. A snap time varying more than 25 minutes from what is expected may indicate an equipment or sealant problem. Such problems include plugged hoses, clogged filters, bad check valves or out-of-shelf-life sealant. Consult Dow Corning and the pump manufacturer before continuing to use this material. Regardless of the results of the snap-time tests, ultimately one should be concerned only if the sealant does not cure. Assuming that the sealant does cure, it is most important that the sealant develops adhesion to the substrate. Snap-time test is an indicator and should be considered as a part of an overall quality assurance program.

Pump Seal Maintenance Check (Snake Test) Worn seals on the volumetric (dual-action) catalyst displacement cylinders can cause an inconsistent cure and should be checked when a pump is started up for the first time or if soft spots are noticed in the sealant bead. When cylinder seals wear, they can allow an inconsistent amount of catalyst to be mixed into the sealant. This typically occurs as the catalyst volumetric cylinder cycles from one direction to the other and allows back pressure to let catalyst escape from one side. This is a typical maintenance item that should be added to the overall Quality Control program. 1. Turn on the pump and lay a continuous bead back and forth in a “snake-like” pattern on a piece of cardboard. Allow the pump to extrude for 3 to 5 minutes so that 2 complete cycles of the catalyst cylinder are completed. 2. Let the sealant cure for 2 hours. 3. Check the entire bead by pressing your finger into the surface every 2" to 3" and ensuring the entire sealant bead is fully cured along the entire length. If soft spots are present, it is likely the problem needs to be addressed with a pump technician who will replace the pump seals. The soft spots will typically occur in a consistent fashion (or specified length) along the extruded bead of sealant.

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Movement of Structurally Glazed Units Once a structurally glazed unit has been sealed, it needs to be stored and left until the sealant has cured and adhesion has been built up between the sealant and the substrates used. It must be understood at this stage that the cure of the sealants and the adhesion build-up are not linked. Therefore, if a sealant has reached full cure, this does not necessarily mean that full adhesion to the substrates has been achieved. This is particularly true of two-part sealants. Therefore, it is critical that the curtainwall units be allowed sufficient time for adhesion to develop before units are subjected to stress. Two-sided adhesive tape helps to prevent failure during the cure by forming a tight bond with the and substrate. There are many ways to handle fabricated curtainwall units after their manufacture. Within the first 4 hours after installing Dow Corning® 983 Structural Glazing Sealant, curtainwall units can be moved from a glazing table to a bunking area to release floor space in a manufacturing facility. Units moved within this first 4-hour period must be kept horizontal and be moved carefully to ensure that no stress is placed on the seals. It is inappropriate to lift the unit via suction cups on the glass during this initial period. While it is general industry practice to wait 24 hours before transporting units to a job site, units may be transported after 4 hours if adhesion testing has documented sufficient sealant cure and adhesion. Whatever time frame for transport is chosen, adhesion testing should be completed and documented at that time to illustrate the sealant is sufficiently cured and adhering. If units are transported or crated prior to 100% cure of the sealant (typically 24 hours), banding should be evaluated for proper tension to ensure the sealant does not take a compression set.

Shop/Site Adhesion Testing Dow Corning requires that adhesion tests be performed on representative production substrates in the shop as a means to adhesion of actual production units. Quality control adhesion tests are not a substitute for unit deglazing but only provide an ongoing means to continuously monitor adhesion in a non-destructive manner.

Peel-in-Adhesion Test Procedure Peel-in-adhesion tests are required as a means to sealant adhesion on production materials. Peel-in-adhesion testing should be performed as follows: 1. Clean and prime the surface following the project-specific recommendations. 2. Place a piece of polyethylene sheet or bond breaker tape across the flat test surface. 3. Apply a bead of sealant and tool it to form a strip approximately 7.8" (200 mm) long, 1" (25 mm) wide and 1/8" (3 mm) thick. At least 2" (50 mm) of the

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sealant should be applied over the polyethylene sheet or bond breaker tape. 4. After cure of the sealant, pull the sealant perpendicular to the substrate until failure. Record the mode of failure of the test sealant. The sealant should be applied to each representative substrate. Sealant samples should be peeled back at the time increment that the units are to be moved. Units may be moved in as little as 4 hours, but typically cure times are from 1 to 7 days. At the time that curtainwall units may be subjected to stress on the structural silicone, either during transit in the shop or to the jobsite, the sealant must have achieved 100% cohesive failure to each of the substrates that adhesion is required. Only after the sealant has achieved 100% cohesive failure can significant stress be applied to the structural t. Peel-in-adhesion test results should be correlated with results from deglazing of actual production units. The tests described above must be performed to that adhesion of structural silicone is obtained before curtainwall units are transported to a jobsite and erected on the building. These are daily tests and are intended to that all surfaces that require structural adhesion have obtained adhesion before units leave the factory. Adhesion time of two-component structural sealants can vary with conditions of lower temperature and humidity, and units that do not have full adhesion can lose adhesion during transportation if adhesion is not verified prior to shipment. Curtainwall units should not be subjected to stress unless the sealant has developed full adhesion. Dow Corning should be consulted for recommendations in determining the appropriate handling of structurally glazed curtainwall units. NOTE: Obtaining Adhesion on Painted Aluminum with Dow Corning® 983 Structural Glazing Sealant – Adhesion development is a key requirement that must be confirmed at each glazing location before subjecting units to considerable movements such as tilting, crating or shipping units. However, it may take 1, 2, 7 or more days for adhesion to develop between Dow Corning® 983 Structural Glazing Sealant and painted aluminum when either no primer or Dow Corning® 1200 OS Primer is used. As an alternative, the use of Dow Corning® Primer C to may provide quicker adhesion development on painted substrates compared to no primer or Dow Corning® 1200 OS Primer.

Deglazing Deglazing is carried out on glass or and frame, which use structural silicone attachment. Deglazing is a method of quality inspection used to confirm good adhesion and proper fill of the structural t. Deglazing on silicone structural glazing projects is an excellent quality control procedure. Deglazing involves completely detaching the from the frame. The structural silicone sealant should be tested for adhesion to both the and the frame. The surface of the and/or frame must not be damaged to obtain the best inspection. The inspection should include the following (Deglaze Inspection Form): 1. Measured size of structural bite (minimum measurement if underfilled) 2. Size of structural glueline 3. Adhesion of silicone sealant with and frame 4. t type/condition of sealant applied 5. Appearance of the sealant/uniformity of color/bubbles/etc.

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NOTE: When measuring the size of the structural bite during deglazing, if any voids or underfilling occurs, then the measured bite may not meet the minimum bite requirements outlined in the Dow Corning project print review letter and Dow Corning Structural Glazing Warranty requirements. The minimum measured bite at any point (on the frame or ) governs the measured bite reported on the Deglaze Inspection Form – reporting measured average bites is not acceptable. Always follow proper application techniques to ensure complete fill is attained to avoid these issues and the need to reapply the sealant.

Deglazing Frequency Deglazing should be performed according to the following schedule: 1. First deglaze – 1 unit out of the first 10 units manufactured (1/10) 2. Second deglaze – 1 unit out of next 40 units manufactured (2/50) 3. Third deglaze – 1 unit out of next 50 units manufactured (3/100) 4. From the fourth deglaze – 1 unit out of every 100 units manufactured thereafter In other words, deglazing should occur at a rate of 3% for the first 100 units and at a rate of 1% thereafter. Deglazing frequency can be changed under mutual agreement, on a case-by-case basis. The and conditions of warranty are not affected by any mutually agreed-upon change in deglazing frequency.

Alternate Quality Control Tests

Quality control tests not identified above may be required or accepted as alternatives to these tests on a job-specific basis. Alternate quality control tests such as tensile adhesion ts have been used successfully to monitor adhesion and cure development of two-component sealants. Water immersion of peel adhesion or tensile adhesion ts may be recommended for a specific project. Unless specifically approved or recommended by the Dow Corning Technical Service Representative, these tests are not required by Dow Corning.

Documentation – Quality Assurance and Warranty

Suggested logs referred to in this manual are provided on the following pages. In the event of a warranty claim or inspection, these must be available from the contractor, subcontractor or owner for review by Dow Corning, the curtainwall consultant and/or the local building official. Therefore, it is suggested that these quality assurance logs be kept together with the project file. A hardcover logbook may be preferential to copies of the logs suggested here. A quality assurance engineer should be responsible for documenting this data on a job-to-job basis. All curtainwall units must be numbered so the sealant installation dates, sealant lot numbers and quality assurance testing can be obtained from the project log. The position of each on the building should be marked on an elevation drawing so that it can be easily traced if required. Dow Corning will be happy to assist you during the implementation of this quality control program. If you have any questions, your local Dow Corning Field Specialist.

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Warranty – Structural Applications All warranties are dependent on the successful completion of Dow Corning requirements. These requirements include, but are not limited to: 1. The sealant is applied within it stated shelf life; 2. The sealant is applied in strict compliance with Dow Corning’s published or electronic application procedures and, where applicable, with any written requirements indicated on the Evaluation Review Summary Letters; 3. The sealant is used with materials that have been evaluated and approved by Dow Corning for compatibility and adhesion, and that the samples of the submitted materials are representative of the materials actually used on the project; 4. The application of the sealant and the t configuration are completed in accordance with the project prints/specifications; and 5. Adhesion tests are made, documented, retained and submitted to Dow Corning upon written request, in order to confirm adhesion under site conditions. At the time of shipment, the Dow Corning® sealant is warranted that the sealant will meet the Dow Corning sales specification. For further details on the requirements and limitations of this limited warranty, consult the Dow Corning product data sheet for the sealant in use. Dow Corning also offers a project-specific 20-year performance warranty for sealants used in structural applications. Specific requirements must be met to qualify for this performance warranty. For details on how to obtain the applicable warranty, please consult your local Dow Corning Field Specialist or authorized building sealant distributor. Quality assurance requirements for a project-specific performance (structural) warranty include, but are not limited to: Structural Glazing – Field Applied: 1. Confirmation of Adhesion: a. Dow Corning Adhesion Letter(s) generated for each substrate that s the approved Dow Corning Structural Sealant (Dow Corning® 795 Silicone Building Sealant, Dow Corning® 995 Silicone Structural Sealant or Dow Corning® 983 Structural Glazing Sealant). 2. Confirmation of Compatibility: a. Dow Corning Compatibility Letter(s) generated for each spacer that is used in direct with the Dow Corning Structural Sealant (Dow Corning® 795 Silicone Building Sealant, Dow Corning® 995 Silicone Structural Sealant or Dow Corning® 983 Structural Glazing Sealant). 3. Dow Corning Print Review Approval Letter, which confirms that the documented ts meet Dow Corning performance standards for structural glazing. 4. Field testing documentation log book(s) that show sufficient testing was done. a. The minimum should be one test per elevation per floor. The contractor should determine other job-specific needs. The contractor should complete and fill out

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the log to demonstrate that acceptable adhesion was obtained in actual use. This is in addition to the Adhesion Letter noted in #1. 5. The contractor documents and retains all required quality assurance documentation and, upon completion of the project, provides a copy to the owner. This documentation must be retained for this warranty to be valid and will be required should any claims arise in the future. The owner should retain the quality assurance documentation along with the Dow Corning-issued warranty. Structural Glazing – Shop Applied: 1. Confirmation of Adhesion: a. Dow Corning Adhesion Letter(s) generated for each substrate that s the approved Dow Corning Structural Sealant (Dow Corning® 795 Silicone Building Sealant, Dow Corning® 995 Silicone Structural Sealant or Dow Corning® 983 Structural Glazing Sealant). 2. Confirmation of Compatibility: a. Dow Corning Compatibility Letter(s) generated for each spacer that is used in direct with the Dow Corning Structural Sealant (Dow Corning® 795 Silicone Building Sealant, Dow Corning® 995 Silicone Structural Sealant or Dow Corning® 983 Structural Glazing Sealant). 3. Dow Corning Print Review Approval Letter, which confirms that the documented ts meet Dow Corning performance standards for structural glazing. 4. In-shop logs: a. Daily adhesion testing and quality control logs must be completed by the contractor to that the units were sufficiently cured and adhered before transported to the site. b. Deglazing documentation log must be completed and filled out by the contractor to demonstrate that acceptable adhesion, void-free fill and sealant bite were obtained on production units per requirements in the log. 5. The contractor documents and retains all required quality assurance documentation and, upon completion of the project, provides a copy to the owner. This documentation must be retained for this warranty to be valid and will be required should any claims arise in the future. The owner must retain the quality assurance documentation along with the Dow Corning-issued warranty.

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Dow Corning Project Checklist The following items must be completed for silicone structural glazing projects. Check off and/or date these items as they are completed. Some items may not apply to all projects. In that case, simply note “NA” (not applicable).

Design Details _______ Submit prints to Dow Corning for review _______ Include windload and maximum glass size _______ Date(s) of Dow Corning print review _______ Mock-up drawings/final shop drawings

Adhesion Testing (testing time: 4 weeks) _______ Submit job site representative metal (mullion and/or ) _______ Date of Dow Corning adhesion recommendation report _______ Submit job site representative glass _______ Date of Dow Corning adhesion recommendation report _______ Submit job site representative stone _______ Date of Dow Corning adhesion recommendation report

Compatibility Testing (testing time: 4 weeks) _______ Submit job site representative structural spacer _______ Date of Dow Corning compatibility recommendation report _______ Submit job site representative setting block _______ Date of Dow Corning compatibility recommendation report _______ Submit job site representative setting gaskets that will structural silicone _______ Date of Dow Corning compatibility recommendation report

Quality Assurance _______ Perform daily product quality testing and document on log sheet(s) _______ Perform daily field/shop adhesion testing and document on log sheet(s) _______ Perform deglaze on mock-up and document on log sheet(s) _______ Perform deglaze on frame according to schedule

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Product Quality Control Log – One-Part Silicone Sealants Project Location/Elevation/Unit ID Sealant Color Date

Time

Tester Initials

Sealant Lot Number

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Tack-Free Time (Minutes)

Cured After 24 Hours (Y/N)

Elastomeric (Y/N)

Tester Initials

Temp & Humidity

Base Lot Number

Catalyst Lot No.

Butterfly Test (P/F)

Product Quality Control Log – Two-Part Silicone Sealant Project Name & Location: Time

Location/Elevation/Unit IDs:

Date

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Snap Time (Minutes)

Day 2

Day 3

Day 4

Day 5

Day 6

Adhesion (% Cohesive Failure)

Est. Snap Time: Ratio by Weight: Day 1

Day 7

Field/Shop Adhesion Testing Log Project Sealant Sealant Lot #/Color Primer (if applicable) Date Applied

Applied by (Initials)

Test Date

Test Location (Elevation, Unit Number, etc.)

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Primed (Y/N)

Acceptable Adhesion (Y/N) and % Elongation

Acceptable t Fill (Y/N) (Measured)

Dow Corning Deglaze Inspection Form

Measured Structural Bite (Glass)

Glueline

Deglaze Date: ____________________________

Lot Number

Measured Structural Bite (Frame)

Project Number: _____________________________________________

Size

Sealant Application Date

Sealant Applicator: _______________________

Frame ID

Dow Corning® Product

Project Name: _______________________________________________

1. 2. 3.

Frame Description: _____________________________________________________________

Glass Description: _____________________________________________________________ Comments on Adhesion, t Fill and Appearance: 1. 2. 3.

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Weatherproofing Introduction

The successful performance of a building exterior is frequently defined by its ability to keep rain and the elements outside, away from the building’s occupants. One of the critical links to ensuring a weatherproof building is the t sealant. Building ts can be sealed effectively by following a few simple guidelines for deg workable ts, selecting the correct sealant, performing appropriate surface preparation and performing quality checks to ensure proper performance. This section of the manual addresses design, sealant selection, surface preparation, job site adhesion testing and remedial procedures.

t Movement

Regardless of the size and height of structures, t movement inevitably occurs by various factors such as: changes in temperature, seismic movement, elastic frame shortening, creep, live loads, concrete shrinkage, moisture-induced movements and design errors. Therefore, each t should be designed to absorb these movements, using the correct sealant. When movement is caused by temperature change, the degree of t movement for each material should be considered since all materials have their own coefficient of linear thermal expansion (CTE). t movement caused by thermal expansion can be calculated by the following equation:

Movement (Mt) = CTE x Temp. Change x Length of Material Examples are below. Max. Temp (°F) 160 100

Min. Temp (°F) -20 50

Material Length (inches) 96 180

Material Glass Aluminum

Thermal Coefficient inch/inch/°F 0.0000051 0.0000132

Movement (inches) 0.088 0.119

Max. Temp (°C) 60 70

Min. Temp (°C) -20 -20

Material Length (mm) 4000 3500

Material Glass Aluminum

Thermal Coefficient mm/mm/°C 0.0000101 0.0000238

Movement (mm) 3.232 7.497

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Average Coefficients of Linear Thermal Expansion for Building Materials Reference ASTM C1472-06 (Standard Guide for Calculating Movement and Other Effects When Establishing Sealant t Width) Material Glass Aluminum Granite Marble Concrete Stainless Steel Acrylic Polycarbonate

-6

mm/mm/°C x 10 9.0 23.2-23.8 5.0-11.0 6.7-22.1 9.0-12.6 10.4-17.3 74.0 68.4

inch/inch/°F x 10 5.0 12.9-13.2 2.8-6.1 3.7-12.3 5.0-6.0 5.8-9.6 41.0 38.0

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NOTE: The coefficient of expansion for natural materials (brick, stone, wood, etc.) or fabrications of natural materials can be highly variable. If a specific material is contemplated, then the coefficient for that material should be established and used rather than an average value. Moisture-induced movement of brick masonry will cause the brick to swell and reduce t sizes over the life of the project.

t Types

From a functional point of view, ts for construction can be put into two classes depending on the degree of movement.

Working t Working ts are ts in which the shape and size of the sealant t changes dramatically when movement occurs. Usually, a working t occurs on the building envelope when different materials abut each other or ts are designed to allow thermal expansion of materials. Typical examples of working ts include: • Control t • Expansion t • Lap t • Butt t • Stack t

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Fixed t Fixed ts are mechanically fixed to prohibit movement. Movements are generally less than 15% of t width. These ts are typically designed as air and/or water seals in curtainwalls.

t Design

Dow Corning® sealants have been designed to perform when installed in compliance with accepted weathersealing procedures. Industry guides documenting in detail the procedures for deg weatherseal ts are available. Some good examples are found later in this document. Dow Corning has found that a few underlying principles are critical to consider in virtually all t designs using silicone sealants. This section is intended as a review of these underlying design principles. When considering the design of weatherproof ts, the following basic points must be addressed: • •

In all cases, a minimum depth of 1/4" (6 mm) sealant/substrate bond is necessary to ensure adequate adhesion. In most cases, a minimum width of 1/4" (6 mm) opening is necessary to ensure that sealant applied from a caulking gun will flow into the sealant ts. NOTE: In some cases where the sealant is used simply as a non-moving bedding compound and is applied 49

•

to one substrate before both substrates are pressed together, thinner t dimensions are acceptable. One-part silicone sealants require atmospheric moisture to fully cure. Therefore, the sealant t must be designed to ensure that the sealant is not isolated from the air.

Moving t Considerations

When deg moving ts, the following points also need consideration: • A minimum 1/4" (6 mm) t width is recommended. Wider ts accommodate more movement than narrow ts. • Three-sided adhesion limits the amount of movement that a t can accept without inducing a tear. Three-sided adhesion can be eliminated by the addition of a bond breaker tape or backer rod. With three-sided adhesion, no more than ±15% movement can be accommodated. • A properly designed moving t with a 2:1 width to depth ratio will accommodate more movement than a thick t (i.e., 1.5:1 or 1:1 ratio). Sealants are designed to deliver optimum performance when the ts are shaped like an hourglass and use the 2:1 ratio. • As a practical matter, as the sealant t width becomes larger than 1" (25 mm), the depth should be held at approximately 3/8" to 1/2" (9 mm to 12 mm). There is no need for greater sealant depth with a silicone sealant. • t widths up to 4" (100 mm) can be accommodated with silicone sealants. Wide ts may require additional care and attention to detail to provide an aesthetically pleasing finish. Wider ts may be better accommodated by Dow Corning® 123 Silicone Seal. • For further information, see “Construction Calculators” under the “Product Resources” section of the Dow Corning Construction Website (dowcorning.com/construction). Minimum t Width = 100/X (Mt+Ml)+T X = Sealant movement capacity (%) Mt = Movement due to thermal expansion Ml = Movement due to live loading T = Construction tolerance . For example: A horizontal t between an aluminum curtainwall and a concrete with a thermal movement of 5/16" (8 mm), a live load movement of 1/4" (6 mm), a construction tolerance of 1/4" (6 mm) and 25% movement capacity sealant would be: Width = 100/25* (5/16 + 1/4) + 1/4 Width = 2 1/2" Width = 100/25* (8+6)+6 Width = 62 mm

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t Movement in Shear

When ts move in shear, greater t movement can be accommodated since actual movement on the sealant is less. The t width required (a) for t movement (b), as calculated below, or the allowable movement (b) for a particular t width dimension (a), can be calculated using the Pythagorean Theorem. The new t width after movement (c) is limited by the movement capability of the sealant in shear in a weatherseal t configuration. The calculation is as follows: a2+b2 = c2 c

a

where a = original glueline b = t movement c = new glueline after t movement

b Original t Width (inches) 0.25

Sealant Movement Capability Expansion 50

Max. Shear t Movement (inches) 0.280

Original t Width (mm) 10

Sealant Movement Capability Expansion 50

Max. Shear t Movement (mm) 11.18

Movement During Cure

One-part Dow Corning® sealants cure by reacting with atmospheric moisture. t movement during cure can cause unsightly aesthetics due to t deformation, e.g., wrinkling. Premature adhesion loss can also occur because the adhesive characteristics of the sealant are obtained after the sealant has cured. Adhesion loss due to movement during cure can be minimized by the use of a primer. Primers can decrease the adhesion cure time lag. Wrinkling can be minimized following these suggestions: • Use open-cell polyurethane backer rod • Seal when the t surface is cool and will experience minimum temperature changes, typically in the late afternoon or early evening. • Place no more than 1/4" (6 mm) of sealant over the backer rod at the center These suggestions should help minimize wrinkling but may not eliminate it, as all sealants are prone to this aesthetic issue.

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Backer Materials

A backer rod is the typical backer material for most weatherseal ts. The role of a backer rod is to allow a sealant to be installed and tooled to a proper t profile. Once the sealant cures, the backer material must not restrict the movement of the sealant or cause 3-sided adhesion. To provide sufficient backpressure during sealant installation, the backer rod should be sized ~25% larger than the t opening. Sizing differs among backer rod types; refer to the manufacturer’s recommendations. Generally, three common backer rod types can be used with Dow Corning® sealants: • Open-cell polyurethane • Closed-cell polyethylene • Non-gassing polyolefin Each backer rod type has demonstrated successful performance with Dow Corning® sealants. When selecting a backer rod, consider the following: • Open-cell polyurethane backer rod allows the sealant to cure through the backer rod, which is beneficial when fast sealant cure is desired. Open-cell polyurethane backer rod can absorb water, which may have a detrimental effect in certain t types. • Closed-cell polyethylene backer rod may outgas if punctured during installation, requiring it to be left for 20 minutes before application of the sealant. • Other back-up materials such as expanding foam tapes or glazing gaskets should be reviewed or tested for compatibility prior to use. • When a backer rod cannot be positioned in a t opening, a Teflon or polyethylene tape should be used to prevent three-sided adhesion. Dow Corning makes the following exceptions when selecting backer rod types: • For double weatherseal ts, open-cell polyurethane backer rod must be used unless the interior seal is allowed 7 days’ cure before installing the exterior seal. • Open-cell polyurethane backer rod is recommended for use with Dow Corning® 790 Silicone Building Sealant against painted or metal surfaces to promote cure from both sides of the t. • Because EIFS manufacturers do not permit the use of open-cell polyurethane backer rod with their systems, use either Dow Corning® 791 Silicone Weatherproofing Sealant or Dow Corning® 795 Silicone Building Sealant when EIFS is adjacent to non-porous or metal surfaces. Open-cell polyurethane backer rod should not be used adjacent to EIFS. • In some horizontal ts where water can collect, open-cell polyurethane backer rod should not used.

Hydrophobic Effects

Silicone sealants cure with moisture in the atmosphere by reacting with a functional silane in the presence of a catalyst and functional silicone polymers. The silane crosslinkers are of the same chemical structure as the materials used to waterproof concrete structures such as parking garages and bridge decks. Silane crosslinkers are used in all silicone sealants and the siliconmodified organic materials (polyethers and acrylics) that are used as sealants in the construction industry.

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As a silicone sealant is applied into a t, there is the potential for the excess crosslinkers (added to ensure adequate shelf life) to migrate into the porous material and crosslink into a hydrophobic resin beneath the surface. On occasion, this hydrophobic resin will not allow water to penetrate into the stone adjacent to the t and may cause a dry area to appear adjacent to the t in a rainstorm. While this phenomenon does not always occur, when it does, it can be attributed to the inherent nature of the necessary silane crosslinkers. Therefore, it cannot be guaranteed that this phenomenon will never occur with a specific porous substrate. However, there are steps that can be taken to minimize the potential for this phenomenon to occur.

Minimizing Hydrophobing • • • •

When priming, use a resin-based primer, such as Dow Corning® Primer P, as opposed to a silane primer, such as Dow Corning® 1200 OS Primer. Avoid over-application of any primer, silane or resin, onto the visible surface of the facade. Use an open-cell polyurethane backer rod as opposed to a polyethylene or polyolefin backer rod. This will allow a curing of the excess crosslinker to occur along the backside and minimize a catalyst/crosslinker mixture from migrating into the stone. Make sure there is no more than 1/4" of sealant applied over the midsection of the backer rod. This will minimize the volume of sealant containing excess crosslinker in the t.

EIFS Consideration

Exterior Insulation and Finish Systems (EIFS) is a new and growing segment of the exterior cladding market. EIFS offers unique challenges due to its composition. Dow Corning® silicone sealants have a demonstrated history of success when used with Exterior Insulation and Finish Systems. Silicone sealants offer unique benefits over organic sealants when used with EIFS. Consider the following benefits offered by Dow Corning® sealants: • Dow Corning® one-component silicone sealants require no special mixing, unlike multicomponent polyurethane sealants. • Dow Corning® sealants have been tested and recommended by most major EIFS manufacturers for use with their systems. • Dow Corning® silicone sealants are UV stable and are virtually unaffected by outdoor weathering. Silicone sealants have a life expectancy of greater than 20 years, compared to 5 to 10 years of life expectancy for many organic polyurethane sealants. • Dow Corning® 790 Silicone Building Sealant, the preferred sealant for EIFS expansion ts, has unparalleled ultra-low modulus properties, movement capability of +100/-50% and a proven 20+ year performance on buildings. • An inorganic silicone sealant maintains its low modulus when cold, whereas an organic polyurethane sealant can get 2 to 3 times stiffer in cold temperatures. Low modulus silicone sealants put less stress on softer EIFS coatings when a t opens up during cold temperatures.

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Dow Corning® sealants are tested and approved for use by the major EIFS manufacturers. Refer to the Building Sealant Recommendation and Surface Preparation Guide, Form No. 63-1184 for current recommendations. For EIFS restoration, please refer to the EIFS Restoration Guide, Form No. 62-510.

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Weatherseal Design Examples

Examples of a variety of weatherseal ts follow with a review of t type for key points and concerns.

Conventional Moving Weatherseal

Good t Design Key Points: 1. Dimension A must be at least 1/4" (6 mm). 2. Dimension B must be at least 1/8" (3 mm). 3. Dimension C must be at least 1/4" (6 mm). 4. Ratio of A:B should be 2:1 minimum. 5. t surface tooled. 6. Dimension B suggested Maximum = 1/2" (12.7 mm). 7. Dimension A Maximum = 4" (100 mm). ts wider than 2" (50 mm) may slump slightly; therefore, double application techniques of the sealant may be required. Poor t Design Concerns: 1. A deep sealant t will not have the same movement capability as a properly designed t. 2. Slow cure due to excessive sealant depth.

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Moving Corner ts

Good t Design Key Points: 1. Dimension A and B must be at least 1/4" (6 mm). 2. A bond breaker tape or backer rod must be present if t movement is anticipated. 3. t must be tooled flat or slightly concave. 4. Dimension C must be at least 1/4" (6 mm). Poor t Design Concerns: 1. Dimension A or B less than 1/4" (6 mm). 2. t not properly tooled. 3. No bond breaker material; therefore, the t will not accept movement.

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Remedial ts

Good t Design Key Points: 1. Dimension A must be at least 1/4" (6 mm). 2. Dimension B must be at least 1/8" (3 mm). 3. Bond breaker tape must be used to isolate fresh sealant from failed organic weatherseal and to allow t movement. Poor t Design Concerns: 1. Dimension A less than 1/4" (6 mm) increases difficulty in obtaining adhesion and increases the likelihood for voids. 2. Dimension B less than 1/8" (3 mm) increases the likelihood of pinholes or voids in tooling; poor cohesive integrity. 3. No bond breaker material; therefore, the t will not accept movement.

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Splice ts

Good t Design Key Points: 1. t is very difficult to clean. 2. Bond breaker hard to position/size correctly. 3. Movement during cure can cause t failure.

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Cap Bead Glazing ts

Good t Design Key Points: 1. Adhesion on glass and metal is at least 1/4" (6 mm). 2. Silicone is compatible with gasket. 3. Dark-colored sealant masks possible discoloration from the gasket. Poor t Design Concerns: 1. Inadequate between sealant and external metal. 2. Gray sealant is prone to discoloration.

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Lock-Strip Wet Seal t

Good t Design Key Points: 1. Both dimensions A and B are 1/4" or greater. 2. Dow Corning® 791 Silicone Weatherproofing Sealant or Dow Corning® 795 Silicone Building Sealant (dark color) is used with Dow Corning® 1200 OS Primer on glass and lock-strip gasket. Poor t Design Concerns: 1. Insufficient sealant to accommodate movement. See Appendix B for more information.

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Dual-Seal Moving Weatherseal

Good t Design Key Points: 1. Both weatherseals comply with the requirements for conventional moving weatherseals (addressed previously). 2. Open-cell backer rod is used to ensure full cure of the back weatherseal. 3. If closed-cell backer rod is used, the back weatherseal must be fully cured prior to the installation of the exterior seal. 4. Dimension A is at least 3/4" wide to assist application of the rear sealant t. Poor t Design Concerns: 1. If both ts are sealed at or near the same time, the closed-cell backer rod will prevent moisture from reaching the rear sealant t, and the sealant will not cure. 2. Dimension A is less than 3/4", making application of rear t difficult. 3. Exterior t seal to aesthetic snap-on cap.

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Window Perimeter ts: Insufficient Aluminum Extrusion

Good t Design Key Points: 1. Dimensions A and B are each 1/4" (6 mm) or larger. Poor t Design Concerns: 1. Attempting to apply sealant onto the edge (or behind) thin gauge metal results in inadequate sealant/substrate and water leakage.

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Weatherproofing ts: Surface Preparation and Sealant Application Introduction

This application procedure outlines general requirements for installing Dow Corning® Silicone Building Sealants. By following these procedures closely, you will help ensure good sealant performance. To be eligible to receive a Dow Corning warranty, these procedures must be followed. Since Dow Corning® Silicone Building Sealants are applied in many different environments and situations, these procedures are not intended to be a complete and comprehensive quality assurance program. Field adhesion tests are required to ensure good sealant performance and to any sealant recommendation (see “Quality Assurance” on page 72). There are five basic steps for proper t preparation and sealant application: 1. 2. 3. 4. 5.

Clean – t surfaces must be clean, dry, dust-free and frost-free. Prime – If required, primer is applied to the clean surface(s). Pack – Backer rod or bond breaker is applied as required. Seal – Sealant is applied into the t cavity. Tool – Dry tooling techniques are used to create a flush t and to make certain the sealant has the proper configuration and fully s the t walls.

The following sections are intended to provide more detailed information in each of these areas.

Substrate Cleaning Procedure This section provides information on cleaning solvents and general cleaning procedures for porous and non-porous substrates. The key to good sealant adhesion is a clean surface. You should always check with the supplier of the substrate to ensure that the cleaning procedures and solvents are compatible with the substrate.

Organic Solvent Usage Every solvent effectively removes not every contaminant, and certain solvents can seriously damage some substrates. Please follow the solvent manufacturer’s safe handling recommendations and local, state and national regulations regarding solvent usage.

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Non-Porous Substrates and Solvent Choice Non-porous surfaces must be cleaned with a solvent before the sealant is applied. The solvent used will depend on the type of dirt or oil to be removed and the substrate to be cleaned. Nonoily dirt and dust can usually be removed with a 50% solution of isopropyl alcohol (IPA) and water, pure IPA, or methylated spirit. Denatured alcohol may be used but should be denatured via methanol. Oily dirt or films generally require a degreasing solvent such as xylene or white spirit. White spirit will need to be a minimum of 98% pure to prevent leaving an oily film on the substrate surface. MEK and toluene are also acceptable solvents.

Porous Substrates Building materials such as cement board s, concrete, granite, limestone and other stones or cementitious materials that absorb liquid are considered porous substrates. Dusting alone may be sufficient cleaning for new porous substrates. Depending on the condition of the surface, porous substrates may require abrasion cleaning, solvent cleaning or both. Laitance and surface dirt must be completely removed. Concrete form-release agents, water repellents and other types of surface treatments, protective coatings and old sealant all affect sealant adhesion. Removal of these treatments, coatings or sealants by abrasion cleaning may be required to obtain acceptable adhesion. Abrasion cleaning involves grinding, saw cutting, sand or water blasting, mechanical abrading, or a combination of these methods. Remaining dust and loose particles should be removed by dusting the surface with a stiff brush, vacuuming, or blowing the ts with water- and oil-free compressed air. Once the abraded surface is clean and dry, the sealant can be applied. If the surface is dirty, it must be solvent cleaned with the “two-cloth” method explained later in this section. Some porous materials will trap solvents after cleaning or priming. Allow this solvent to evaporate before sealant is applied. Please note that Dow Corning’s recommendations for removal of existing sealants, substrate cleaning, t preparation and installation of Dow Corning® sealants are not intended and may not be appropriate for remedial work involving existing sealants and/or ts containing PCBs or other potentially hazardous substances. If you know or suspect that the existing sealants and/or ts contain PCBs or other hazardous substances, a knowledgeable authority on appropriate removal, handling and disposal procedures.

“Two-Cloth” Cleaning Method Clean, soft, absorbent, lint-free cloths must be used. The “two-cloth” cleaning method consists of a solvent wipe followed by a dry cloth wipe. 1. Thoroughly clean all surfaces of loose debris. 2. Pour or dispense an acceptable cleaning-grade solvent onto the cloth. A plastic (solventresistant) squeeze bottle works best for organic cleaning solvents. Do not dip the cloth into the container of solvent, as this will contaminate the cleaning agent. 3. Wipe vigorously to remove contaminants. Check the cloth to see if it has picked up contaminants. Rotate the cloth to a clean area and re-wipe until no additional dirt is picked up. 4. Immediately wipe the cleaned area with a separate clean, dry cloth. 64

Organic solvent must be removed with the dry cloth before the solvent evaporates, or the cleaning will be less effective. Some porous surfaces will allow a small amount of residual organic solvent to remain in the top surface layer. If this is the case, the surface must be allowed to dry before installing backer rod and sealant.

Cleaning Procedures for Flashing Substrates Peel-and-stick and spunbonded polyolefin substrates are unique surfaces to bond to, but they must be clean in order to achieve sealant adhesion. However, adhesion to these substrates may be negatively affected if they “overcleaned,” burnished or polished. Dow Corning thereby recommends a light two-rag wipe method using isopropanol alcohol (IPA) for cleaning these surfaces. Utilize clean, soft, absorbent, lint-free cloths for the cleaning. The “two-cloth” cleaning method consists of a solvent wipe followed by a dry cloth wipe. 1. If there is significant dirt or debris visible on the membrane surface, lightly brush this off using a soft brush. 2. Pour or dispense an acceptable cleaning-grade solvent onto the cloth. A plastic (solventresistant) squeeze bottle works best for organic cleaning solvents. Do not dip the cloth into the container of solvent, as this will contaminate the cleaning agent. 3. Lightly wipe the membrane surface to remove contaminants. Check the cloth to see if it has picked up contaminants. Rotate the cloth to a clean area and re-wipe until no additional dirt is picked up. 4. Immediately wipe the cleaned area with a separate clean, dry cloth. The IPA must be removed with the dry cloth before the solvent evaporates, or the cleaning will be less effective. Allow the IPA to “flash” or dry prior to applying primer or sealant. Drying time depends on environmental conditions, but on a membrane substrate, allowing 5-10 minutes for the IPA to flash off is typically sufficient.

Winter/Summer Solvent Considerations

IPA and MEK are soluble in water and may be more appropriate for winter cleaning, as they help in removing condensation and frost. Xylene and toluene are not soluble in water and may be better suited for warm-weather cleaning.

Cure Inhibition

Dow Corning® 790 Silicone Building Sealant and Dow Corning® Contractors Concrete Sealant are sensitive to generic alcohols. Therefore, when cleaning, Dow Corning recommends allowing the alcohol or solvent to fully dry/flash prior to sealant installation. Primers must also be fully dry prior to sealant installation. Further, do not use alcohols or solvents as tooling aids with these sealants, as cure inhibition will result. Any application or of alcohols or solvents to other uncured sealants may result in cure inhibition. For more information on this topic, see Appendix A.

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Primer Application Procedure

Dow Corning® primers should be applied as follows: 1. t surfaces should be clean and dry. Apply masking tape to the surfaces next to the t to keep excess primer and sealant off areas where they are not intended. 2. Pour some primer into a small, clean container; be sure to replace and tighten the cap on the primer can. To prevent deterioration of the primer, do not pour more than a 10-minute supply into the container. 3. Depending on the substrate and job conditions, two different methods can be used to apply the primer. The preferred application is to dip a clean, dry, lint-free cloth into the primer and gently wipe a thin film onto the surface. For “hard-to-get-to” areas and rough surfaces, apply the primer in a thin film with a clean brush. Caution: Over-priming can cause adhesion loss between the sealant and the primer. If too much primer has been applied, a powdery, chalky, dusty film will form on the surface. Excess primer should be removed by dusting the t with a clean, dry, lint-free cloth or a non-metallic bristle brush. 4. Allow the primer to dry until all the solvent evaporates. This typically takes 5 to 30 minutes, depending upon the temperature and humidity. 5. Inspect the surface for dryness. If too much primer has been applied, a powdery, chalky, dusty film will form on the surface. In this case, remove excess primer with a clean, dry, lint-free cloth or a non-metallic bristle brush before applying sealant. 6. The surface is now ready for application of the backer rod and sealant. DO NOT APPLY PRIMER OVER BACKER ROD. 7. Sealant must be applied the same day the surfaces are primed. Any surfaces primed but not sealed on the same day must be re-cleaned and re-primed before applying sealant.

Primer Storage

Store primer with cap tightly closed, as Dow Corning® primers will react quickly when exposed to moisture, reducing their adhesion-promoting capabilities.

Backer Rod Installation Moving t Considerations When deg moving ts, the following points also need consideration: • •

•

A minimum 1/4" (6 mm) t width is recommended. Wider ts accommodate more movement than narrow ts. Three-sided adhesion limits the amount of movement that a t can accept without inducing a tear. Three-sided adhesion can be eliminated by the addition of a bond breaker tape or backer rod. With three-sided adhesion, no more than ±15% movement can be accommodated. A thin sealant t (depth) will absorb more movement than a thick t. Sealants are designed to deliver optimum performance when the ts are shaped like an hourglass.

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•

As the sealant t width becomes larger than 1" (25 mm), the depth should be held at approximately 1/2" (12 mm). There is no need to increase the depth beyond 1/2" (12 mm).

Movement During Cure

One-part Dow Corning® sealants cure by reacting with moisture in ambient air. t movement during cure can cause unsightly aesthetics due to t deformation or wrinkling. Premature adhesion loss can also occur because the adhesive characteristics of the sealant are obtained after the sealant has cured. Adhesion loss due to movement during cure can be minimized by the use of a primer. Primers can decrease the adhesion cure time lag. Minimize wrinkling by following these suggestions: • • •

Use open-cell polyurethane backer rod. Seal when the t surface is cool and will experience minimum temperature changes, typically in the late afternoon or early evening. Place no more than 1/4" (6 mm) of sealant over the backer rod at the center.

These suggestions should help minimize wrinkling but may not eliminate it, as all sealants are prone to this aesthetic issue.

Sealant Application Procedure It is critical that the sealant fills the entire t or cavity and firmly s all surfaces intended to receive sealant. If the t is improperly filled, good adhesion will not be achieved, and sealant performance will be weakened. To obtain full adhesion, sealants require a clean, dry, frost-free surface. Although silicone sealants have excellent wide-temperature gunnability, the practical application temperature can be dictated by frost formation on the t edges, which can begin to occur below 4°C (40°F). To assist in the drying of a frost-containing t, a water-soluble solvent such as IPA should be used. Sealant should be applied as follows: 1. To ensure an aesthetically pleasing job, masking tape should be used to keep excess sealant from ing adjacent areas where it is not intended. 2. Apply the sealant in a continuous operation using a caulking gun or pump. A positive pressure, adequate to fill the entire t width, should be used. This can be accomplished by “pushing” the sealant ahead of the application nozzle. Care must be taken to ensure complete fill of the sealant cavity. 3. Tool the sealant with light pressure before a skin begins to form (typically 10 to 20 minutes). Tooling forces the sealant against the back-up material and the t surfaces. Do not use liquid tooling aids such as water, soap or alcohols. These materials may interfere with sealant cure and adhesion and create aesthetic issues. 4. Remove the masking tape before the sealant skins over (within about 15 minutes of tooling).

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Winter/Summer Considerations Silicone sealants can be applied in subfreezing temperatures, provided the substrate is frost- and moisture-free. Although cure will be slower in colder temperatures, adhesion will be acceptable. Dow Corning® 795 Silicone Building Sealant, Dow Corning® 995 Silicone Structural Sealant, Dow Corning® 756 SMS Building Sealant, Dow Corning® 791 Silicone Weatherproofing Sealant, Dow Corning® 790 Silicone Building Sealant and Dow Corning® 758 Silicone Weather Barrier Sealant have wider installation temperature ranges and are more suitable for use in cold temperatures than organic sealant technologies. All of these Dow Corning® sealants can be applied to substrates within a temperature range of -29 to 49°C (-20 to 120°F) 1. If lower or higher application temperatures are needed, please Dow Corning to discuss appropriate sealants. IPA and MEK are soluble in water and may be more appropriate for winter cleaning because they help in removing condensation and frost. Xylene and toluene are not soluble in water and may be better suited for warm-weather cleaning. All surfaces must be free of moisture, condensation, morning dew and frost conditions prior to installation. (USE CAUTION WITH ALCOHOL-TYPE CLEANERS WITH Dow Corning® 790 Silicone Building Sealant.) At colder temperatures (below 4°C/40°F), substrates should be inspected for frost, which must be removed. Daily inspections are strongly recommended to review these cold-weather conditions and correct with proper cleaning. Maintain a log, reviewing and recording low-temperature startup conditions. Please allow longer curing time prior to performing field adhesion testing. your Dow Corning Application Sales Engineer for assistance. At warmer temperatures (above 32°C/90°F), the solvent may flash prematurely and result in poor cleaning. Xylene and toluene are slower-drying solvents and may be preferred for cleaning warmer substrates.

EIFS Application Procedures 1. Allow the EIFS coating to dry a minimum of 24 hours prior to application of the Dow Corning® sealant. Do not apply sealant to EIFS finish coat unless approved by the EIFS manufacturer. Drying time may be greater, depending on temperature and humidity. Consult the EIFS manufacturer for recommended drying time. 2. The ts must be clean and dry prior to installation of the Dow Corning® sealant. If sealant is to be applied immediately following the drying time of the EIFS coating, simply brush or wipe the t surfaces to ensure that there is no dust or debris in the t. If the fully dried coating is exposed for greater than one day, t surfaces must either be wire brushed or blown with oil-free compressed air or cleaned with a suitable solvent such as Isopropyl Alcohol (IPA) using the “two cloth” cleaning method. Consult the EIFS manufacturer to determine if a specific solvent is compatible with its system. Allow sufficient time for the solvent to evaporate prior to priming or installing sealant. 3. Lightly apply Dow Corning® 1200 OS Primer or other recommended primer with a soft bristle brush to the inside of the t. One brush wipe of the substrate should be

1

Dow Corning® 995 Silicone Structural Sealant can be applied at temperatures up to 140°F. Refer to the product data sheet for more information.

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sufficient. Allow the primer to dry a minimum of one hour prior to backer rod installation. 4. Install either closed-cell polyethylene or non-gassing polyolefin backer rod with EIFS. Open-cell polyurethane backer rod should not be used adjacent to EIFS surfaces.

Removal and Replacement of Existing Weatherseals Introduction In some cases when an existing building is to be repaired or resealed, the existing weatherseal must be removed before a new weatherseal can be installed. When a failed organic sealant is to be cut out and replaced, the old sealant must be completely removed as described in the following paragraphs. When a silicone weatherseal is to be replaced with a new silicone sealant, complete removal of the existing functional t may not be necessary. Follow the directions for removal and replacement of cured silicone sealant.

Repairing Failed Organic Sealant with Dow Corning® Silicone Building Sealant (Remedial Applications) As buildings age, weatherseals must be repaired or removed and replaced. The replacement may be necessary due to the aging and deterioration of an organic weatherseal. If a sealant has failed, it is good practice to understand why it failed and replace it with a sealant offering higherperformance properties. Please note that Dow Corning’s recommendations for removal of existing sealants, substrate cleaning, t preparation and installation of Dow Corning® sealants are not intended and may not be appropriate for remedial work involving existing sealants and/or ts containing PCBs or other potentially hazardous substances. If you know or suspect that the existing sealants and/or ts contain PCBs or hazardous substances, a knowledgeable authority on appropriate removal, handling and disposal procedures. Follow this procedure to repair failed organic sealant with Dow Corning® Silicone Building Sealant in remedial applications: 1. Cut away the old sealant as close to the t edges as possible. 2. Clean all ts of contaminants and impurities to the depth at which the new Dow Corning® Silicone Building Sealant and backer rod are to be installed. This may be accomplished by several methods: abrading with a wire brush (power or hand), grinding, saw cutting or solvent cleaning. 3. Blow out dust, loose particles and other debris with moisture-free and oil-free compressed air; 6.0-kg/cm2 air pressure recommended; no moisture or oil allowed in air. (Occasionally, a second with a wire brush and air blast is needed to ensure the t is clean.) Loose pieces of caulk or backer rod that have become lodged in the t should also be removed. 4. After cleaning, the ts must be thoroughly dry, dust-free and frost-free before resealing. 5. Mask t edges if possible to facilitate application and clean-up.

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6. If priming is recommended, follow directions for applying the desired Dow Corning® primer to the cleaned surfaces before installing the Dow Corning® Silicone Building Sealant. 7. Install back-up material in ts to proper design depth. 8. Apply the appropriate Dow Corning® Silicone Building Sealant in a continuous operation to properly fill and seal the t width. 9. Using a blunt instrument, dry tool the t so it is slightly concave. Tooling should be done as soon as possible after sealant application. Remove masking as necessary. 10. Seal a test t and check adhesion after curing 7 to 21 days.

Removal and Replacement of Cured Silicone Sealant A properly designed and installed silicone t will typically last 20 years without need of replacement. In instances where the t has experienced damage – mechanical or otherwise – and replacement is required, follow the procedures below. Assess problem with the t. 1. If sealant is cured properly and performing in its application but its appearance is poor (e.g., due to improper tooling), then cleaning the sealant surface with a solvent and recapping the t should be sufficient. a. Clean sealant with a solvent (e.g., xylene, toluene) to remove dirt. Allow solvent to evaporate. b. Remask the t. c. Apply a thin bead of fresh sealant over the cured sealant. d. Dry tool the sealant. e. Remove the masking material. 2. If the sealant is mechanically damaged and a recapping will not improve the t appearance, then remove the section of old sealant and replace. a. Cut away the old sealant. If excellent adhesion to the substrate is still maintained, then leave some sealant at the edges of the t (up to 0.08"/2 mm thick). b. If adhesion to the substrate is poor, then remove sealant down to the substrate and clean the substrate and recondition if necessary (i.e., clean with xylene and prime with appropriate primer). c. Mask the t. d. Reapply the sealant. (If resealing does not occur on the same day, the t will have to be recleaned using a solvent such as xylene or toluene before applying the fresh sealant.) e. Dry tool the t. f. Remove the masking material. g. Check adhesion after sealant has cured for 7-21 days.

Sealing to Air Barrier Organic Membranes

Polyethylene-backed bitumen-based membranes are commonly used as air barriers within exterior walls. Sealant materials are expected to adhere to the polyethylene backing to provide a watertight barrier at window and door openings along with various transition points within the

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wall. Polyethylene is known in the sealant industry as a bondbreaker, and thus the reliability of long-term bond of the sealant is unpredictable. The best option that can be offered is the use of Dow Corning® 758 Silicone Weather Barrier Sealant. With project-specific testing, other sealants may be suitable for the application. Many flashings and fluid-applied membranes will discolor light sealants. Dow Corning is available to test compatibility of flashing and sealant upon request. For any asphaltic or bitumenbased flashing material, Dow Corning recommends a dark-colored sealant be used or the sealant be installed in a final nonvisible location. Typically, sealant performance is not affected by the discoloration on the sealant.

Resealing Cortens Steel

Dow Corning® weathersealants have been known to have limited weathersealing life when applied to Cortens steel s, due to continued corrosion of the steel at the bond line. This disintegration of the underlying substrate is excluded by the limited weatherseal warranty and has caused some hard feelings with contractors and consultants involved in repairing Cortens steel-clad buildings. High-performance coatings that act as corrosion inhibitors and primers may be used in these applications. Dow Corning recommends that coating manufacturers be ed for recommendations. Dow Corning can complete adhesion testing on cured samples of specified coatings. Dow Corning® 791 Silicone Weatherproofing Sealant or Dow Corning® 795 Silicone Building Sealant have been successfully used in these applications.

Sealant Considerations Dow Corning® 756 SMS Building Sealant Dow Corning® 756 SMS Building Sealant is a unique chemistry of sealant allowing for reduced dirt pickup and a nonstaining characteristic. Dow Corning® 756 SMS Building Sealant still requires stain testing to be completed and is not recommended for use with high iron content substrates. Dow Corning® 756 SMS Building Sealant may also display an aesthetic discoloration when NOT exposed to sunlight or when cured in confinement. This discoloration generally dissipates upon exposure to sunlight. Dow Corning® 758 Silicone Weather Barrier Sealant Dow Corning® 758 Silicone Weather Barrier Sealant is generally intended for use against polymeric flashing materials, which should be cleaned according the procedures on page 65. Generally, Dow Corning® 758 Silicone Weather Barrier Sealant does not require use of a primer. Should a primer be found to be necessary or to enhance adhesion, please follow the primer procedures on page 66.

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Quality Assurance – General Product Quality Dow Corning performs extensive quality assurance testing in our manufacturing facilities in accordance with rigid ISO 9000 standards. This section is intended to provide the end- with simple screening tests to that the material, as received and used at the job site on actual substrates, will perform as intended.

Skin-Over Time/Elastomeric Test For one-part sealants, a skin-over test and an elastomeric test should be performed once per week and on every new lot of sealant used. The purpose of this test is to check sealant working time and to ensure the sealant cures fully. Any great variation (excessively long times) in the skinover time may indicate an out-of-shelf-life sealant. This test is performed as follows: 1. Spread a 0.04" (1 mm) film of sealant on a sheet of polyethylene or wax paper. 2. Every few minutes, touch the sealant film lightly with a tool. 3. When the sealant does not adhere to the tool, the sealant has skinned over. Note the time required to reach this point. If a skin has not formed within 3 hours, do not use this material; your Dow Corning Construction Field Specialist or distributor representative. 4. Allow the sealant to cure for 24 hours. After 24 hours, peel the sealant away from the polyethylene sheet. Stretch the sealant slowly to see that it has cured. If the sealant has not cured, your Dow Corning Project Manager or distributor representative. 5. Record the results in the Product Quality Control Log book. This testing must be completed and results recorded, retained and available for review upon request. A sample form is found at the end of this section.

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Standard Field Adhesion Test The field adhesion test is a simple screening procedure that may help detect application problems such as improper cleaning, use of improper primer, poor primer application or improper t configuration. As a check for adhesion, a simple hand pull test is required at the job site after the sealant is fully cured (usually within 7 to 21 days.) Field adhesion testing should be documented using the Field Adhesion Testing Log. It is suggested that 5 tests for the first 1000' (300 meters) and 1 test per 1000' (300 meters) thereafter be submitted or 1 test per floor per elevation. The hand pull test procedure is as follows: 1. Make a knife cut horizontally from one side of the t to the other. 2. Make 2 vertical cuts (from the horizontal cut) approximately 3" (75 mm) long, at both sides of the t. 3. Place a 1" (25 mm) mark on the sealant tab as shown in the illustration. 4. Grasp a 2" (50 mm) piece of sealant firmly just beyond the 1" (25 mm) mark and pull at a 90° angle. 5. If dissimilar substrates are being sealed, check the adhesion of sealant to each substrate separately. This is accomplished by extending the vertical cut along one side of the t, checking adhesion to the opposite side and then repeating for the other surface. /fail criteria for each sealant are shown in the following table. If the sealant does not according to the guidelines provided, consult your local Dow Corning Project Manager or Distributor Representative. 6. Inspect the t for complete fill. The t should not have voids, and t dimensions should match those shown in the weathersealing details (see “t Design”). Your Dow Corning Project Manager can assist in determining when corrective action is required. 7. Record the test results in a field adhesion test log. An example is provided later in this section. This log will need to be retained as a part of Dow Corning’s warranty procedure. Some building officials may also require it. NOTE: When a sealant is used to weatherseal between two dissimilar substrates, it is recommended that the sealant adhesion to each side of the t be individually tested. (See step 5.) NOTE for Dow Corning® 758 Silicone Weather Barrier Sealant: When field adhesion testing with Dow Corning® 758 Silicone Weather Barrier Sealant, please be aware of the unique behavior of this sealant. No sealant should be pulled on at high speed, but in particular, 73

Dow Corning® 758 Silicone Weather Barrier Sealant should be pulled slowly at 90 degrees in order to avoid a false negative result.

Field Adhesion Hand Pull Test Criteria Dow Corning® Building Sealant

Adhesion Requirements

Dow Corning® 790 Silicone Building Sealant

Pull tab 3" or 75 mm (300% extension) without bond loss

Dow Corning® 791 Silicone Weatherproofing Sealant

Pull tab 1½" or 38 mm (150% extension) without bond loss

Dow Corning® 795 Silicone Building Sealant

Cohesive failure: no adhesion loss

Dow Corning® 995 Silicone Structural Sealant

Cohesive failure: no adhesion loss

Dow Corning® 123 Silicone Seal

Cohesive failure of adhesive sealant: no adhesion loss Pull tab 1½" or 38 mm (150% extension) without bond loss Pull tab 2" or 50 mm (200% extension) without bond loss. NOTE: The pull should be completed slowly.

Dow Corning® 756 SMS Building Sealant Dow Corning® 758 Silicone Weather Barrier Sealant

Sealant Repair in Adhesion Test Area Repair the sealant pulled from the test area by applying new sealant to the test area. Assuming good adhesion was obtained, use the same application procedure to repair the areas as was used to originally seal it. Care should be taken to ensure that the original sealant surfaces are clean and that the new sealant is in with the original sealant.

Peel-in-Adhesion Test Procedure Another simple screening test can be done on a flat test surface. A test piece like that shown is recommended. 1. Clean and prime the surface following the project-specific recommendations. 2. Place a piece of polyethylene sheet or bond breaker tape across the flat test surface. 3. Apply a bead of sealant and tool it to form a strip approximately 7.8" (200 mm) long, 1" (25 mm) wide and 1/8" (3 mm) thick. At least 2" (50 mm) of the sealant should be applied over the polyethylene sheet or bond breaker tape.

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4. After cure of the sealant, pull the sealant perpendicular to the substrate until failure. Record the mode of failure and elongation of the test sealant.

Documentation – Quality Assurance & Warranty

Suggested logs referred to in this section are provided on the following pages. In the event of a warranty claim or inspection, these must be available from the contractor, subcontractor or owner for review by Dow Corning and/or the local building official. Therefore, it is suggested that these quality assurance logs be kept together with the project files. A hardcover logbook may be preferential to copies of the logs suggested here. A quality assurance engineer should be responsible for documenting this data on a job-to-job basis. All curtainwall units must be numbered so the sealant installation dates, sealant lot numbers and quality assurance testing can be obtained from the project log. Dow Corning will be happy to assist you during the implementation of this quality control program. If you have any questions, your local Dow Corning Field Specialist or authorized building sealant distributor.

Warranty – Weatherproofing Applications All warranties are dependent on the successful completion of Dow Corning requirements. These requirements include, but are not limited to: 1. The sealant product(s) are applied within stated shelf life; 2. The sealant product(s) are applied in strict compliance with Dow Corning’s published or electronic application procedures and, where applicable, any project-specific written recommendations from Dow Corning; 3. The sealant product(s) are used with compatible materials and substrates (testing/evaluation is required to obtain warranty if the surface is not recommended in our Surface Preparation Guide, which is available in published or electronic form); 4. Field adhesion tests are made, documented, retained and submitted to Dow Corning upon written request, as outlined in our Field Adhesion Test Procedure, in order to confirm adhesion under site conditions. At time of shipment, the Dow Corning sealant product(s) are warranted that the sealant product(s) will meet the Dow Corning sales specification. For further details on requirements and limitations of this limited warranty, consult the Dow Corning product data sheet for the sealant product(s) in use. Dow Corning also offers project-specific performance warranties for sealant products used in weatherproofing applications. These project-specific performance warranties carry various warranty (up to 20 years) and remedies. Specific requirements must be met to qualify for a performance warranty. For details on how to obtain the applicable project-specific performance warranty, please consult your local Dow Corning Field Specialist or authorized building sealant distributor.

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Quality assurance requirements for a performance (weatherproofing) warranty include, but are not limited to: 1. Confirmation of adhesion is required for each substrate that s the approved Dow Corning® weatherproofing sealant. Reference the “Surface Preparation Guide” within this manual. 2. Field Testing documentation log book(s) show that a sufficient amount of testing was done. The minimum testing is per ASTM C1521-02, section 7.3.3, which states, “For each area to be inspected, perform procedure every 100 linear ft in the first 1,000 linear ft of t. If no test failure is observed in the first 1,000 ft of t, perform procedure every 1,000 linear ft thereafter or approximately once per floor per elevation.” The contractor should determine other job-specific needs. The contractor should complete and fill out the log to demonstrate that acceptable adhesion and t design were obtained in actual use. This is in addition to the adhesion documentation noted in #1. 3. The contractor documents and retains all required quality assurance documentation and, upon completion of the project, provides a copy to the owner. This documentation must be retained for this warranty to be valid and will be required should any claims arise in the future. The owner must retain the quality assurance documentation along with the Dow Corning-issued warranty.

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Date Applied

Applied by (Initials)

Test Date

Primer (if applicable)

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Test Location (Elevation, Unit Number, etc.)

Sealant: Lot #/Color/Use-By Date

Sealant

Field/Shop Adhesion Testing Log Project

Primed (Y/N) Primer Lot #

Sealant Color and Lot #

Acceptable t Fill (Y/N)

Acceptable Adhesion (Y/N) and % Elongation

Comments/ Tester Initials

Sealant Lot Number/ Color

Tack-Free Time (Minutes)

Product Quality Control Log – One-Part Silicone Sealants Project

Tester Initials

Location/Elevation/Unit ID

Time

Sealant Color Date

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Cured After 24 Hours (Y/N)

Elastomeric (Y/N)

Date

Temperature/ Time Humidity

Sealant Color

Location

Tester Initials

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Sealant Lot Number (Base)/ Lot Number (Catalyst)/ Color

Product Quality Control Log – Two-Part Silicone Sealants Project

Snap Time (Minutes)

Butterfly Test

Comments

Appendix A: Cure Inhibition of Dow Corning® 790 Silicone Building Sealant This appendix covers the subject of the potential for Dow Corning® 790 Silicone Building Sealant to be cure inhibited. More than any other Dow Corning® Sealant, cure inhibition can be a real cause for concern with Dow Corning® 790 Silicone Building Sealant. We’ll talk about why, but first let’s take a few moments to talk about this unique sealant.

Dow Corning® 790 Silicone Building Sealant Dow Corning® 790 Silicone Building Sealant has a unique chemistry that allows it to have unparalleled primerless adhesion to porous substrates. It is also a low modulus, high movement capability (+100/-50%) sealant. Dow Corning® 790 Silicone Building Sealant’s unique chemistry also causes this sealant to cure slower than some other sealants, and this contributes to why we strongly suggest using an opencell backer rod with this product when being installed against non-porous substrates. With the exception of EIFS, open-cell backer rod is preferable for Dow Corning® 790 Silicone Building Sealant use on porous substrates as well.

CURE INHIBITION It is also this unique chemistry that makes Dow Corning® 790 Silicone Building Sealant especially susceptible to cure inhibition. A partial list of inhibiting items includes: •

• • • •

Any alcohol – isopropyl alcohol (IPA), ethyl alcohol, butyl alcohol, etc. Alcohols may be used for cleaning but should be allowed to fully flash or dry prior to sealant installation. Use of alcohols as a cleaner on porous substrates is typically not recommended because it can be difficult to judge when the alcohol is fully flashed or dry. Many other solvents – acetone, methyl ethyl ketone (MEK), methyl isobutyl ketone (MIBK), etc. Solvent-containing materials – incompletely cured primers, incompletely dried paints, etc. Some kinds of release agents – solvent-containing products, materials containing glycols of any kind, etc. Many types of substrates – some Synergy EIFS products, some EPOXY substrates (any EPOXY material should be tested), any porous substrate cleaned with a solvent that has not had sufficient “flash-off” time, etc.

Conditions that should be avoided when working with Dow Corning® 790 Silicone Building Sealant: • DO NOT “wet tool” with solvents or soaps, as this can inhibit the surface of this sealant. The rest of the sealant bulk may cure normally, but the surface will remain tacky and gummy indefinitely. 80

•

DO NOT apply this sealant to a backer rod that is contaminated with solvent or primer.

•

DO NOT apply this sealant to a surface that has been cleaned with a solvent that has not been allowed to completely dry.

•

DO NOT apply this sealant to EPOXY-containing surfaces (unless they have been tested by the Dow Corning Americas Construction Test Lab), since they can inhibit the cure.

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Appendix B: Use of Dow Corning® Sealants with Weathered Lock-Strip Gasket Systems Dow Corning has evaluated sealants for use as a perimeter weatherseal for weathered and leaking lock-strip or zipper gasket systems. For our evaluation, various weathered gaskets aged 10 years and older were collected. Dow Corning sealants were tested for adhesion in simulated fillet bead wet seal ts for several thousand hours of UV exposure and accelerated QUV weatherometer exposure. After this exposure, both Dow Corning® 791 Silicone Weatherproofing Sealant and Dow Corning® 795 Silicone Building Sealant have demonstrated excellent adhesion characteristics to the weathered gasket and glass. As a result of this evaluation, Dow Corning recommends the following steps to properly repair and seal leaking lock-strip or zipper gaskets systems using our silicone sealants: •

Use either Dow Corning® 791 Silicone Weatherproofing Sealant or Dow Corning® 795 Silicone Building Sealant. To minimize sealant discoloration from the gasket, use a darkcolored sealant.

•

Solvent clean the glass and metal using the two-cloth wipe method described on page 64.

•

Prime both the glass and gasket surface to receive sealant with Dow Corning® 1200 OS Primer.

•

Perform a field adhesion test prior to job start-up and/or after application to proper sealant adhesion in job-site conditions.

•

Install the sealant in a fillet bead with a minimum of 1/4" on both the glass and lock-strip gasket.

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Learn More

Please visit dowcorning.com/construction for additional information.

LIMITED WARRANTY INFORMATION – PLEASE READ CAREFULLY The information contained herein is offered in good faith and is believed to be accurate. However, because conditions and methods of use of our products are beyond our control, this information should not be used in substitution for customer’s tests to ensure that our products are safe, effective and fully satisfactory for the intended end use. Suggestions of use shall not be taken as inducements to infringe any patent. Dow Corning’s sole warranty is that our products will meet the sales specifications in effect at the time of shipment. Your exclusive remedy for breach of such warranty is limited to refund of purchase price or replacement of any product shown to be other than as warranted. DOW CORNING SPECIFICALLY DISCLAIMS ANY OTHER EXPRESS OR IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY. DOW CORNING DISCLAIMS LIABILITY FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES.

Dow Corning is a ed trademark of Dow Corning Corporation. ©2002-2011 Dow Corning Corporation. All rights reserved. Printed in USA

AGP11114

Form No. 62-1112G-01