1. VIRTUES OF PRE-GLAZING
For Windborne Debris
SMI Systems, continuing education program for architects
SMI AIA Provider Number: L407
AIA Course Reference: SMI101
This course qualifies for 1.0 LU AIA/CES credits
Virtues of Pre-Glazing
2. SMI Systems engineers and manufactures custom window
systems for the hurricane market. SMI has over 200 glazier-
dealers distributing their products throughout Florida, the
eastern seaboard, the Caribbean and Latin America.
Based out of Miami, Florida, SMI has over 60,000 square
feet of manufacturing space. SMI’s product line includes a
full line of storefront, non-impact, impact and insulated
impact as well as unique door products such as showroom
doors, radius top doors and the K-2 Breeze.
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3. SMI Systems is a Registered Provider with The American
Institute of Architects Continuing Education Systems. Credits earned
on completion of this program will be reported to CES Records for
AIA members. Certificates of Completion for non-AIA members
available on request.
This program is registered with the AIA/CES for continuing
professional education. As such, it does not include content
that may be deemed or construed to be an approval or
endorsement by the AIA of any material of construction or any
method or manner of handling, using, distributing, or dealing in
any material or product. Questions related to specific materials,
methods, and services will be addressed at the conclusion of
this presentation.
4. VIRTUES OF PRE-GLAZING
For Windborne Debris
Participants will learn:
1. Designing Commercial Buildings for Windborne Debris
2. Pre-Glazed Systems for Windborne Debris
3. Product Evaluation for Windborne Debris
4. Specifying Glazing Systems for Windborne Debris
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5. WINDBORNE DEBRIS AND CODES
1936, building code recommended
hurricane shutters
1926, early hurricane damage to property
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6. MOST DESTRUCTIVE HURRICANES (ATLANTIC)
Note: damages are listed in US Dollars and are not adjusted for inflation
Source: www.mthhurricane.com
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7. WATER DAMAGE
Water damage, from hurricanes, to buildings are
the number one cause for insured losses
Canal Street, New Orleans after Hurricane Katrina
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13. WIND SPEED – LOCAL MAPS
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Google: Hernando county wind speed map
14. IMPACT RESISTANCE
• Flying Debris
• Breach the Envelope
• Water Infiltration
• Structure Damage
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15. WINDBORNE DEBRIS
• Miami-Dade & Florida standards TAS-201, TAS-202, TAS-203
• TAS: Testing Application Standard
• 201: impact test
• 202: static air pressure (for impact & non-impact)
• 203: cyclic wind pressure loading
• International Code Council (ICC) reference ASTM E 1886 &
ASTM E 1996
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15
16. IMPACT TEST
Insert Impact Video
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17. IMPACT MISSIEL REQUIREMENTS
Missile Missile Impact Speed Typical Use
Level feet/sec (mph)
A 2 gram steel ball 130 (89) Above 30 ft
Wind Zone 1 through 4
B 2 lb. Lumber 50 (34) Skylights < 30 ft.
Wind Zone 2 (Basic)
C 4.5 lb. Lumber 40 (27) Less than 30 ft.
Wind Zone 1 & 2 (Basic)
D 9 lb. Lumber 50 (34) Less than 30 ft.
Wind Zone 3 & 4 (Basic)
Wind Zone 1 & 2 (Enhanced)
E 9 lb. Lumber 80 (55) Less than 30 ft.
Wind Zone 3 & 4 (Enhanced)
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18. WIND ZONE & MISSILE TYPES
ASTM E1996 MPH & Loca1on Basic Protec1on Enhanced Protec1on
<=30’ >30’ <=30’ >30’
Wind Zone 1 110 – 120+ C A D D
(Hawaii)
Wind Zone 2 120 – 130 C A D D
> 1 mile from coast
Wind Zone 3 130 – 140 or D A E D
120 – 140
< 1 mile from coast
Wind Zone 4 > 140 D A E D
South Florida
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20. SMALL & LARGE MISSILE REQUIREMENTS
Small Missile
Above 30 feet
Less than 30 feet
Large Missile
Note: missile size based on protections classification and wind zone
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21. CYCLICAL PRESSURE TESTING
• Simulate positive and negative
pressures
• Determines the approved
design pressures
• 9,000 total cycles
• Cycling occurs after impact
• **1342 cycles for non-glazed
products (i.e. shutters, storm
panels)
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27. GLAZING COMPONENTS
Each glazing component is critical to the overall
glazing system design and overall performance
• Glass
• Extrusions
• Sealants
• Hardware
• Fasteners
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29. FASTENERS & STRUCTURAL BOND
Types of fasteners and locations must follow
specifications
Glass wants to pull out of frame,
structural bond is critical
Positive/negative pressures
from cycling 50 to 200+ PSF
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36. FIELD FABRICATION PROCESS
1. Stock lengths of aluminum delivered to
the field
2. Aluminum cut to dimensions on chop-
saw
3. Installation holes drilled to specifications
in cut lengths
4. Sealant applied to adjoining edges
5. Frame assembled with fasteners
6. Assembled frame installed into opening
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37. FIELD FABRICATION - POTENTIAL ISSUE
1. Stock lengths delivered to job
site
2. Aluminum cut to dimensions
3. Installation holes drilled to
specifications
4. Sealant applied to adjoining
edges
5. Frame assembled with
fasteners
6. Assembled frame installed
into opening
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43. 2 midtown - Miami, FL
Design Concern:
Project had short timetable and glazing
contractor was new to area
Product Considerations:
Traditional commercial storefront or pre-glazed
storefront
Decision:
Pre-glazed storefront
Reasons:
• Pre-glazing minimized concern over inexperienced
glazier fabricating product
• The rapid timeframe also warranted the fastest
install possible
• Additionally, the windows required applied muntins
which would have been extremely difficult to apply
on the exterior after installation
Result:
Project stayed on time and the glazier was able to
focus on installation vs. fabrication
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45. GLAZING SYSTEM DESIGN
• Test performance
• Real life performance
• Ease of installation
• Ease of use
• Project longevity
• Aesthetics
• Warranties
• Customer satisfaction
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46. QUALITY CHARACTERISTICS
• Glass Type
• Sealant Type
• Glass Bite
• Glazing Method
• Extrusion Thickness
• Stainless Steel Hardware
• Quality Vendors
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54. DUE DILIGENCE
Protect yourself and your clients by
doing your due diligence
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55. Northlake Corporate Park - Miami, FL
Design Concern:
Four buildings, 60,000 s.f. office complex with
existing tentants
Product Considerations:
Traditional commercial storefront or pre-glazed
storefront
Decision:
Pre-glazed storefront
Reasons:
• Speed of tear out and replacement
• Concern over prior water intrusion caused by
previous poor installation and fabrication on the
jobsite
Results:
• No tenant was inconvenienced more than one day
• No water intrusion since installation (hurricane
Francis, Jeanne and Wilma)
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