Page 5 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie
6
Wood Construction Connectors
TABLE OF CONTENTS
CORROSION INFORMATION
FASTENERS
Nails..................................................... 16-17
Nailing Identification ................................. 17
Screws ...................................................... 20
Quik Drive ............................................18, 19
CONCRETE CONNECTORS
Anchor Adhesives ..................................... 29
Anchor Bolts ...................................... 21, 33
Anchor Bolt Holders .................................. 22
Beam Seats ............................................... 28
Bearing Plates ........................................... 23
Coupler Nuts ............................................. 21
Foundation Anchors ............................ 26, 27
Girder Hangers .......................................... 26
Holdowns............................................. 35-45
Mudsill Anchors .................................. 24, 25
Purlin Anchors .......................................... 41
Strap Anchors ...................................... 42-45
Tension Ties .............................................. 40
Truss Anchors ................................. 150, 151
Truss Seats ..................................... 150, 151
Wedge Form Ties ...................................... 23
ANCHORS
Floor Tie Anchors .................................... 160
Framing Anchors..................................... 169
Holdowns............................................. 35-45
Seismic Hurricane Ties ................ 162-164
CAPS BASES
Post/Column Caps and Bases .............. 46-55
SHEARWALL
Steel Strong-Wall .............................. 56-61
Strong-Wall Shearwall........................ 62-67
SOLID SAWN CONNECTORS
Adjustable Hangers ............................. 82, 83
Concealed Joist Tie ................................. 186
Face Mount Hangers ............................ 68-76
Rough Lumber Face Mount Hangers ........ 76
Sloped/Skewed Connectors ................ 82, 86
Top Flange Hangers ............................. 77-81
ENGINEERED WOOD STRUCTURAL
COMPOSITE LUMBER CONNECTORS
Adjustable Hangers ......................... 114, 115
Concealed Joist Tie ................................. 186
Face Mount Hangers ............................ 90-96
Purlin Anchors ........................................ 118
Sloped/Skewed Connectors ............ 114, 117
Top Flange Hangers ........................... 97-113
GLULAM BEAM CONNECTORS
Concealed Joist Tie ................................. 186
Face Mount Hangers ....................... 119, 120
Hinge Connectors.................................... 161
Top Flange Hangers ......................... 121-123
PLATED TRUSS CONNECTORS
Adjustable Hangers ......................... 125, 131
Bridging/Spacers............................. 140, 141
Face Mount Hangers ........................ 126-129
Multi-Member Hangers .................... 132-136
Multi-Ply Wood Trusses .................. 139, 140
Top Flange Hangers................................. 130
Truss Bearing Enhancers................. 142, 143
Truss Clips ...................................... 143, 144
Girder Hangers .................................137, 138
MASONRY CONNECTORS
Brick Ties ................................................ 182
Hurricane Connectors ...................... 149-154
Straps.......................................................151
Hangers ........................................... 147-149
Truss Anchors ................................. 150, 151
STRAPS TIES
Angles Clips ................................. 169-171
Hinge Connector Straps .......................... 161
Hurricane Ties.................................. 162-164
Strap Ties................................. 152, 155-158
MISCELLANEOUS
Bridging................................................... 180
Custom Steel Plates ................................ 183
Deck Connectors ..................................... 176
Drywall Stops.......................................... 182
Fence Hardware ............................... 175-177
Floor Beam Leveler ................................. 181
Header Hangers....................................... 166
Hip Connectors ................................. 83, 115
ICFVL ..................................................... 172
Insulation Support..................................... 48
Mending Plates ....................................... 182
Nail Stoppers........................................... 175
Panel Sheathing Clips ............................. 179
Retro Plate ................................................ 35
Rigid Ties ................................................ 178
Shelf Brackets ......................................... 177
Staircase Angles...................................... 177
Stud Shoes.............................................. 174
T L Strap Ties ...................................... 160
Tie Plates................................................. 182
Variable Pitch Connectors ..................83, 115
Wall Bracing ............................................ 181
ARCHITECTURAL PRODUCT
GROUP (ORNAMENTAL).................. 183-187
HANGER OPTIONS........................... 188-193
See www.strongtie.com/info for additional critical information.
Metal connectors, anchors, and fasteners will corrode and may lose loadcarrying capacity when installed in corrosive environments or exposed to
corrosive materials. There are many environments and materials which may
cause corrosion including ocean salt air, fire-retardants, fumes, fertilizers,
preservative-treated wood, dissimilar metals, and other corrosive elements.
The many variables present in a single building environment make it impossible
to accurately predict if, or when, significant corrosion will begin or reach a
critical level. This relative uncertainty makes it crucial that specifiers and users
be knowledgeable of the potential risks and select a product coating or metal
suitable for the intended use. It is also important that regular maintenance and
periodic inspections are performed, especially for outdoor applications.
It is common to see some corrosion on connectors especially in outdoor
applications. Even Stainless Steel can corrode. The presence of some corrosion
does not mean that load capacity has necessarily been affected or that a failure
will occur. If significant corrosion is apparent or suspected, then the wood,
fasteners and connectors should be inspected by a professional engineer or
general contractor and may need to be replaced.
In the last several years, pressure treated wood formulations have changed
significantly. Many of the new formulations are more corrosive to steel
connectors and fasteners than the traditionally used formulation of CCA-C.
Simpson testing has shown that ACQ-C, ACQ-D (Carbonate), CBA-A and
CA-B treated woods are approximately 2 times more corrosive than CCA-C,
Understanding the Issues
while SBX-DOT (Sodium Borate) treated woods were shown to be less
corrosive than CCA-C. (See Technical Bulletin T-PTWOOD for details).
Due to the many different pressure treatment formulations, fluctuating retention
levels, moisture content, and because the formulations may vary regionally,
or change without warning, understanding which connectors and fasteners
to use with these materials has become a complex task. We have attempted
to provide basic knowledge on the subject here, but it is important to fully
educate yourself by reviewing our technical bulletins on the topic, and also by
viewing information and literature provided by others. Additionally, because
the issue is evolving, it is important to get the very latest connector information
on the topic by visiting our website at www.strongtie.com/info.
Stainless Steel is always the most effective solution to corrosion risk.
However, it is also more expensive and sometimes more difficult to obtain.
To best serve our customers, Simpson is evaluating the options to identify
the safest and most cost-effective solutions. Based on our testing and
experience there are some specific applications that are appropriate for
ZMAX/HDG or G90 connectors (see chart on page 7.)
Because increased corrosion from some newer pressure-treated wood is a
new issue with little historical data, we have to base our recommendations
on the testing and experience we have to date. It is possible that as we learn
more, our recommendations may change, but these recommendations are
based on the best information we have at this time.
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