54thUSP Structural Connectors

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FROM OUR PRESIDENTId like to thank you again for your continued business and commitment to USP Structural Connectors. We value your loyalty and work diligently to earn your business every day. Improvement is ingrained in our culture and work ethic. Every USP employee is focused on getting the job right, and meeting or exceeding customer needs in every way. By continually improving every area of our business, we strive to strengthen our value and remain a solid partner to those we serve. We are proud of our employees and the initiatives that we are pursuing to continuously improve our operations and provide superior levels of service. The following pages highlight our determination and some proactive and very special projects that we are particularly excited about.

Once again, thank you for your interest in USP.

Robert Brunson Group President, Gibraltar Engineered Products Group President, USP Structural Connectors

Concealed Stringer Hanger (Prototype) DUC Undercut Anchor Top Flange I-Joist Hanger Gold Coat - Revolutionary Corrosion Protection Inverted Flange EWP Joist Hanger (2007) Lateral Load Joist Connector (2007)2 www.USPconnectors.com e-mail: [email protected]

Copyright 2007 USP Structural Connectors

OUR QUALITY PROMISEWe consistently satisfy our customers and shareholders by providing more innovative quality products for the building industry.Customer Service/Technical Assistance: 800-328-5934 3

OUR GOALS ARE

CUSTOMS

VISUAL INPECTIONS

To create value by providing the best quality products and support. We strive to be the best in our industry.IN HOUSE TOOL DESIGN

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To proactively understand and satisfy our customer needs, every time!

Copyright 2007 USP Structural Connectors

SPECIALS

JOBSITE SUPPORT

To aggressively build our market share through sales growth, geographic expansion, and acquisitions.TECHNICAL ASSISTANCE CALL CENTER

Customer Service/Technical Assistance: 800-328-5934

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NEW PRODUCT DEVELOPMENT

CORROSION TESTING FACILITY

To be the market leader by continuously developing new products and solutionsFULL LINE OF CODE TESTED AND APPROVED PRODUCTS

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A great example of our focus on innovation, is our revolutionary Gold Coat corrosion resistant connector line. We identified the seriousness of corrosion as a critical issue and went to work to develop our double barrier system of protection. Gold Coats performance far exceeds that of G185 at a very economical cost.

GOLD C O ATthe gold standard of corrosion resistance

The Treated Wood ConnectorLook for these exclusive products in this catalog, called out as -GC.

Copyright 2007 USP Structural Connectors

Structural grade steel base materialBase Steel

Thermally bonded zinc galvanization2nd Barrier Coating

Gold Coat organic polymer barrier1st Barrier Coating

Concealing ColorGold Coat Products Joist Hangers Skewed Hangers Hurricane Ties Post Anchors Post Caps Framing Angles Straps Stair Angles Fasteners Catalog Page Reference 94-95 107 169 55 62 70-72 77 201 20, 22

2X The ProtectionCorrosion (iron oxide) Gold Coat Barrier Coating Zinc Layer

Accelerated Corrosion Test Results - Cross Section Analysis

Manufactured Exclusively By

Steel Substrate Steel Substrate Steel Substrate

G90 Galvanized with treated wood after 120 days in test chamber Note the severe corrosion: The zinc layer is completely gone and iron oxide is eating down into the steel substrate.

G185 Galvanized with treated wood after 120 days in test chamber Note that the zinc is completely gone and the top of the steel substrate is beginning to pit.

GoldCoat with treated wood after 120 days in test chamber Note that the Gold Coat and zinc layers remain uniform in thickness. The Gold Coat barrier has not been breached and corrosion has been resisted!

Customer Service/Technical Assistance: 800-328-5934

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FOCUSED ON THE FUTUREWhether its new facilities or our engineers who work closely with national and local code agencies, we aggresively focus on maintaining a proactive advantage. We are involved in industry organizations and committees, and spend considerable time Copyright 2007 USP Structural Connectors

in the field so we can continually improve existing products and introduce new,

innovative products.

WERE A PART OF SOMETHING BIGGERGibraltar is a leading manufacturer, processor, and distributor of primarily metals for the building, vehicular, and industrial markets. Gibraltar serves approximately 24,000

customers in a variety of industries in all 50 states and throughout the world. With approximately 3,600NEW CORPORATE HEADQUARTERS

employees, Gibraltar has established a reputation as an industry leader in quality, service, and innovation. Currently, we are North Americas leading ventilation productEUROPE

manufacturer, mailbox manufacturer, and cold-rolled strip steel producer. We are the number-two manufacturer of structural connectors, and also hold numerous leadership positions throughout our other product and service offerings.CHINA

With 77 facilities in 26 states, Canada, China, England, Germany, and Poland, Gibraltar has the reach and resources to continually build its leadership position in all of its businesses.

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Table Of Contents

Company Information . . . . .2-6, 8 Design Notes . . . . . . . . . . . . . .17 Gold Coat . . . . . . . . . . . . . . . . . .7 Product Information . . . . . . .13-15 Product Notes . . . . . . . . . . . . . .16 Reference Number Index . . . . .12 USP Index . . . . . . . . . . . . . .10-11 Installation Notes . . . . . . . . . . .18 Copyright 2007 USP Structural Connectors

Fasteners Section Overview . . . . . . . . . .19 Bearing Plates . . . . . . . . . . . . . .26 Bolts . . . . . . . . . . . . . . . . . . . . .26 Nails . . . . . . . . . . . . . . . . . . .20-21 Wood Screws . . . . . . . . . . . .22-25Concrete & Masonry Connectors Section Overview . . . . . . . .27-28 Adhesive & Undercut Anchoring Systems . . . . . . . . . . . . . .29-31 Anchor Bolts . . . . . . . . . . . .34-35 Bolt-Rite Products . . . . . .32-33 Concrete Form Ties & Wedge .35 Floor Girder Hangers . . . . . . . .39 Foundation Anchors . . . . . . .36-37 Laminated Beam Seats . . . . . .38 Retro Plates . . . . . . . . . . . . . . .39

Angles & Straps Section Overview . . . . . . . .67-68 Angle Gussets . . . . . . . . . . . . . .76 Coiled Strapping . . . . . . . . . . . .78 Connector Straps . . . . . . . . . . .86 Corner Reinforcements . . . . . . .76 Floor Tie Straps . . . . . . . . . . . .83 Framing Clips . . . . . . . . . . . . . .74 Framing Plates & Angles . . .69-72 Header Hangers . . . . . . . . . . . .75 Heavy Angles . . . . . . . . . . . .75-76 Knee Braces . . . . . . . . . . . . . . .87 Ornamental Connectors . . . . . .77 Straps . . . . . . . . . . . . . .77, 79-82 Strap Rafter Ties . . . . . . . . . . . .85 Stud Plate Ties . . . . . . . . . .73-74 Twist Straps . . . . . . . . . . . . .83-85 Wood Foundation Straps . . . . .87 Hangers Section Overview . . . . . . . .89-90 Face Mount Hangers . . . . .91-100 Masonry Hangers . . . . . . .111-115 Panel & Purlin Hangers . .109-110 Top Mount Hangers . . . . .101-106 Slope & Skew Hangers . .106-108 EWP Hangers Section Overview . . . . . .116-118 Adjustable Connectors . . . . . .147 EWP Installation Guide . .119-120 Face Mount Hangers . . . .121-125 Glulam Hangers . . . . . . . .149-155 Slope/Skew Hangers . . . . . . .148 Top Mount Hangers . . . . .126-146 Truss & Rafter Tiedowns Section Overview . . . . . . . . .156 Truss Anchors . . . . . . . . .157-161 Girder Tiedowns . . . . . . . .164-166 Hurricane Gusset Angles . . . .167 Hurricane/Seismic Anchors . . . . . . 167-169 Masonry Uplift Connectors . . .166 Moisture Barrier Plates . . . . . .157 Strap Truss Tiedowns . . . . . . .161 Uplift Girder Ties . . . . . . .162-164

Plated Truss Section Overview . . . . . .170-171 Alternate Installations . . . . . . .192 Blocking Supports . . . . . . . . . .188 Drag Strut Connectors . . . . . .191 Field Splice Kits . . . . . . . . . . .189 Girder Truss Hangers . . .183-185 Hip/Jack Connectors . . . .181-182 Roof Truss Ties . . . . . . . . . . . .188 Skewed Truss Hangers . .178-180 Supplemental Bearing Plates .187 Truss Clips . . . . . . . . . . . . . . .186 Truss Hangers . . . . . . . . .172-178 Truss Spacers . . . . . . . . .190-191 ANSI/TPI Allowable Loads .193 Miscellaneous Bridging . . . . . . . . . . . . . .194-196 Corner Tie . . . . . . . . . . . . . . . .204 Deck Connectors . . . . . . .200-201 Drywall Clip . . . . . . . . . . . . . . .203 Fence Hardware . . . . . . .198-199 Gazebo Hub Plates . . . . . . . . .202 Hoist Plates . . . . . . . . . . . . . . .202 Insulation Supports . . . . . . . . .203 Mending Plates . . . . . . . . . . . .204 Plywood Clips . . . . . . . . . . . . .203 Protection Plates . . . . . . . . . . .196 Stair Angles . . . . . . . . . . . . . . .201 Stud Shoes . . . . . . . . . . . . . . .198 Wall Bracing . . . . . . . . . . .197-198 Wall Ties . . . . . . . . . . . . . . . . .202 Manufactured Housing . . .205 Specialty Options . . . . . . .206-209Corrosion Resistant Products . .210Specification Tools . . . . . . . .211

Holdowns Section Overview . . . . . . . . . .40 Concrete Angles . . . . . . . . . . . .53 Foundation Straps . . . . . . . .47-50 Holdowns . . . . . . . . . . . .44-46, 52 Predeflected Holdowns . . . . . . .41 Purlin Anchors . . . . . . . . . . .51-52 Tension Ties . . . . . . . . . . . . .42-43 Caps & Bases Section Overview . . . . . . . . . .54 Column Bases . . . . . . . . . . .58-60 Column Caps . . . . . . . . . . . .64-66 Composite Post Bases . . . . . . .63 Elevated Post Bases . . . . . . . . .57 Lally Column Caps . . . . . . .63-64 Post Anchors . . . . . . . . . . . .55, 58 Post Caps . . . . . . . . . . . . . .61-63 Wet Post Anchors . . . . . . . . . . .56

WARRANTYUnited Steel Products Company warrants its products to be free from defects in material and workmanship. Said products are further warranted as to adequacy of design, provided products are used in strict accordance with United Steel Product Companys current published design limits and are installed in a workmanlike manner. (Said warranties do not apply in the event products are cut, notched, welded, drilled or in any way altered). No warranty applies if deterioration occurs due to environmental conditions. United Steel Products Companys obligations under this warranty shall be limited to the replacement or repair of those products demonstrated to be defective. Such remedy shall constitute Customers sole and exclusive remedy and Customer hereby agrees that no other remedy (including, but not limited to claims for INCIDENTAL, CONSEQUENTIAL OR SPECIAL DAMAGES, OR ANY CAUSE, LOSS, ACTION, CLAIM OR DAMAGE, INCLUDING LOSS OF TIME, WHATSOEVER, OR INJURY TO PERSON OR PROPERTY OR ANY OTHER CONSEQUENTIAL DAMAGE OR INCIDENTAL OR ECONOMIC LOSS) shall be available to Customer whether said claims be asserted on the basis of warranty, negligence, strict liability or otherwise. THIS WARRANTY IS EXPRESSLY IN LIEU OF ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ALL SUCH OTHER WARRANTIES BEING HEREBY EXPRESSLY EXCLUDED.

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USP IndexA3 Angle Clip . . . . . . . . . . . .71-72, 210 AB Anchor Bolts . . . . . . . . . . . .35, 210 ABC Anchor Bolt Caps . . . . . . . . . . .33 ABH Anchor Bolt Holders . . . . . . . . .32 ABHS Anchor Bolt Holders & Spacers . . . . . . . . . . . . . .32 ABS12 Anchor Bolt Stabber . . . . . . .33 ABSL Anchor Bolt Sleeves . . . . . . . .33 AC Angle Clips . . . . . . . . . . .71-72, 210 ACR Adhesive (CIA-EA) . . . . . . . . . .30 Alternate Installations . . . . . . . . . .192 ANJ44S Heavy Angles . . . . . . .76, 210 ANSI/TPI Allowable Loads . . . . . .193 B Bolts . . . . . . . . . . . . . . . . . . . . . . . 26 B Corner Reinforcements . . . . . . . . .76 BL Corner Reinforcements . . . . . . . .76 BN Breakfast Nook Hangers . . . . . .181 BP Bearing Plates . . . . . . . . . . .26, 210 BPH Beam & Purlin Hangers . . . . . . . . 126, 130-131, 135-139, 142-146 BRN Bridging . . . . . . . . . . . . . . . . . .195 C Post Caps . . . . . . . . . . . . . . .62, 210 CBE Column Bases . . . . . . . . . . . . . .60 CBS Column Bases . . . . . . . . . .59, 210 CBSQ Column Bases . . . . . . . .58, 210 CH Gazebo Hub Plates . . . . . . . . . .202 CLPBF Butterfly Hanger . . . . . . . . . 174 CMST Coiled Strapping . . . . . . . . . . .78 CMSTC16 Coiled Strapping . . . . . . .78 Corrosion Resistant Products . . .210 CPB Composite Post Bases . . . . . . .63 CSH Concealed Stringer Hanger . .201, 210 D Post Anchors . . . . . . . . . . . . .58, 210 DBC44 Post Anchor . . . . . . . . . . . . . .58 DBF44 Post Anchor . . . . . . . . . . . . . 58 DC1 Drywall Clip . . . . . . . . . . . . . . .203 DC50 Deck Clip . . . . . . . . . . .200, 210 DSC4 Drag Strut Connector . . . . . .191 DTC Truss Anchor . . . . . . . . . .160-161 DUC Ductile Undercut Anchors . . . .29 EBG44 Elevated Post Base . . .57, 210 EPB Elevated Post Bases . . . . .57, 210 EPCM End Post Caps . . . . . . . .61, 210 ERB24 Fence Bracket . . . . . . .199, 210 EWP Hanger Selector Guide . . . . .116 EWP Installation . . . . . . . . . . .119-120 FA3 Foundation Anchors . . .36-37, 210 FB Fence Brackets . . . . . . . . .199, 210 FBS Form Board Spacer . . . . . . . . .33 FH Formed Seat Hangers . . . . . . . .109 FHD Formed Seat Hangers . . . . . . .109 FRB Fence Brackets . . . . . . . .199, 210 FS Truss Field Splice Kits . . . . . . . .189 FSS Truss Field Splice Kits . . . . . . .189 FT Concrete Form Ties . . . . . . . . . . .35 FTC Floor Truss Clips . . . . . . . . . . .186 G Bridging . . . . . . . . . . . . . . . . .195-196 GEL Adhesive (CIA-GEL 7000) . . . .31 GHF Glulam Face Mount Hangers .149, 206-207, 210 GT Girder Truss Hangers . . . . .183-184 GTD Girder Truss Hangers . . .183-184 GTS Girder Truss Hangers . . . .183-184 GTU Girder Truss Hangers . . . . . . . 185 GTWS Girder Truss Hangers . . . . .185 Hanger Selector Guide . . . . . . . . . .88 HBPS Bearing Plates . . . . . . . .26, 210 HC520 Hurricane/Seismic Anchor 167, 169 HCPRS Hurricane/Seismic Anchors . . . . 167, 169 HD Face Mount Hangers . . . . . .93-100, 121, 123-125, 206-207 HDO Top Mount Hangers .101, 103-105 206, 208-209 HGA Hurricane Gusset Angles . . . .167 HH Header Hangers . . . . . . . . . . . . .75 HHC Hip/Hip Connectors . . . . . . . . .182 HHCP2 Hurricane/Seismic Anchor . . . . 167-169, 210 HHDO Top Mount Hangers . . . . . . .101, 103-105, 206, 208-209 HJC Hip/Jack Connectors . . . . . . . .182 HJH Hip/Jack Connectors . . . .181, 210 HJHC Hip/Jack Connectors . . . . . . .182 HL Light Gauge Purlin Hangers . . . . . . 102-103 HLBH Beam Hangers . . .127, 135-139, 142-146, 206, 208-209 HLPTA75 Truss Anchor . . . . . . . . . .158 HPA Purlin Anchors . . . . . . .51-52, 210 HPAHD Foundation Straps . . . . . .47-48 HTA Truss Anchors . . . . . 159-160, 210 HTHJ Hip/Jack Connectors . . . . . . 182 HTT Tension Ties . . . . . . . . . . . . .42-43 HTW Twist Straps . . . . . . . . . . . . .83-84 HTWM Twist Straps . . . . . . . . . . . . . .85 HUGT Girder Tiedowns . . . . . . . . . 166 HUS Slant Nail Hangers . . . .92, 94-98, 122-123, 174, 206-207, 210 HWUH Top Flange Hangers . . 111-112, 206, 208-209 ICPL Protection Plates . . . . . .196, 210 ID4 Protection Plate . . . . . . . . . . . . .196 IS Insulation Supports . . . . . . . . . . .203 J Ornamental Hangers . . . . . . . . . .100 JA Joist Angles . . . . . . . . . . .71-72, 210 JDS Purlin Hangers . . . . . . . . . . . . .110 JH Multi-Purpose Joist Hangers 105-106 JL Standard Joist Hangers . . .91, 94-95 JN Power Nail Hangers . . . . . . . . . .205 JN(E) Power Nail Hangers . . . . . . .205 JP Purlin Hangers . . . . . . . . . . . . . .110 JPF Purlin Hangers . . . . . . . . . . . . .110 JR Standard Joist Hangers . .91, 94-95 JUS Slant Nail Joist Hangers . . . . . .92, 94-99, 210 KAG Angle Gussets . . . . . . . . . . . . . .76 KB Beam & Purlin Hangers . . . . . . .101, 103-105, 206, 209 KCB Column Bases . . . . . . . . .60, 210 KCBQ Column Bases . . . . . . . . . . . .59 KCC Column Caps . . . . . . . .65-66, 210 KCCC Column Caps . . . . . . . . . .65-66 KCCO Column Caps . . . . . . . . . .65-66 KCCOB Column Caps . . . . . . . . .65-66 KCCQ Column Caps . . . . . . . . . . . . .64 KCCT Column Caps . . . . . . . . . . .65-66 KECC End Column Caps . . .65-66, 210 KECCL End Column Caps . . . . . .65-66 KECCO End Column Caps . . . . .65-66 KECCQ End Column Caps . . . . . . . .64 KEG Glulam Beam Hangers . . . . .150, 206, 208-209 KF Panel Hangers . . . . . . . . . . . . . .109 KFHA Strap Ties . . . . . . . . . . . . .79-80 KFTA Floor Tie Straps . . . . . . . . . . . .83 KGB Glulam Hangers . . .151, 206, 209 KGH Floor Girder Hangers . . . .39, 206, 208-209 KGLB Laminated Beam Seats . . . . .38 KGLBT Laminated Beam Seats . . . .38 KGLS Glulam Saddle Hangers . . .155, 206, 208-209 KGLST Glulam Saddle Hangers . .155, 206, 208-209 KGLT Glulam Beam Hangers . . . . .152, 206, 208-209 KHB Beam & Purlin Hangers . . . . .101, 103-105, 206, 209 KHC Hinge Connectors . . . . . .153-154 KHCT Hinge Connectors . . . . .153-154 KHCCT Hinge Connectors . . . .153-154 KHCST/KHCSTR Seismic Straps . . . . .153-154 KHGB Glulam Hangers . . . . .151, 206, 209 KHGLB Laminated Beam Seats . . . .38 KHGLS Glulam Saddle Hangers . .155, 206, 208-209 KHGLST Glulam Saddle Hangers . .155, 206, 208-209 KHGLT Glulam Beam Hangers . . .152, 206, 208-209 KHHB Beam & Purlin Hangers . . . .101, 103-105, 206, 209 KHHB Glulam Hangers . . . . .151, 206, 209 KHL Heavy Angles . . . . . . . . . . . . . .75 KHSA Connector Straps . . . . . . . . . .86 KHST Strap Ties . . . . . . . . . . . . . . . .82 KHW Top Flange Hangers . . .102-105, 206, 208-209 KLB Beam & Purlin Hangers . . . . .101, 103, 206, 209 KLCC Lally Column Caps . . . . . .63-64 KLEG Glulam Beam Hangers . . . . .150, 206, 208-209 KLFTA Floor Tie Strap . . . . . . . . . . .83 KMEG Glulam Beam Hangers . . . .150, 206, 208-209

Copyright 2007 USP Structural Connectors

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USP Index continued

KNS1 Protection Plate . . . . . . . . . . .196 KRPS Strap Ties . . . . . . . . . . . .82, 210 KSA Connector Straps . . . . . . . . . . .86 KSCT68 Corner Tie . . . . . . . . . . . . .204 KST Strap Ties . . . . . . . . . . . . . . .79-81 KSTI Strap Ties . . . . . . . . . . . . . .79-81 KTS Twist Straps . . . . . . . . . . . . .83-84 KVB Knee Braces . . . . . . . . . . . . . . .87 KVBI Knee Braces . . . . . . . . . . . . . . .87 L Straps . . . . . . . . . . . . . . . . . . .77, 210 LBH Beam Hangers . . . . .127,135-146, 206, 208-209 LBP Bearing Plates . . . . . . . . . .26, 210 LBPS Bearing Plates . . . . . . . . .26, 210 LDSC4 Drag Strut Connector . . . . .191 LFTA6 Twist Strap . . . . . . . .83-84, 210 LH Straps . . . . . . . . . . . . . . . . . . . . . .77 LPTA Embedded Truss Anchors . . 157 LS Light Slope Hangers . . . . . . . . .106 LSSH Slope/Skew Hangers . . . . . .148, 206-207, 210 LSTA Strap Ties . . . . . . . . . . . . . .79-80 LSTAD Foundation Straps . . . . . .49-50 LSTI Strap Ties . . . . . . . . . . . . . . .79-80 LTS Tension Ties . . . . . . . . . . . . .42-43 LTTI31 Tension Tie . . . . . . . . . . . .42-43 LTW Twist Straps . . . . . . . . .83-84, 210 LUGT Girder Tiedowns . . . . . . .164-165 MB16 Bridging . . . . . . . . . . . . .195-196 MBG Bridging . . . . . . . . . . . . . .195-196 MP Framing Angles . . . . . . .71-72, 210 MP34 Framing Angle . . . . . .69-70, 210 MPA1/MPA1F Framing Angles . .69-70, 210 MPAHD Foundation Strap . . . . . .47-48 MP_F Multi-Lateral Plate Ties . . .69-70, 210 MPH Masonry Hangers . . . . . .113-114, 128-138, 140-146, 206, 208-209 MRT7 Power Nail Hanger . . . . . . . .205 MSH Strap Hangers . . . . .175-178, 210 MSH213L/R Skewed Truss Hanger 178 MSSH217 Skewed Hanger . . . . . . .179 MSTA Strap Ties . . . . . . . . .79-80, 210 MSTC Strap Ties . . . . . . . . . . . . .79-81 MTHF Power Nail Hangers . . . . . . .205 MTS27B Tension Tie . . . . . . . . . .42-43 MTW Twist Straps . . . . . . . .83-84, 210 MUGT15 Girder Tiedown . . . . . . . . .165 N Bridging . . . . . . . . . . . . . . . . . . . .194 N Nails . . . . . . . . . . . . . . . . .20-21, 210 NFM Masonry Hangers . . . . . 115, 206, 208-209 NOP Moisture Barrier Plates . . . . . .157 NP Mending Plates . . . . . . . . . . . . .204 NPA Mending Plates . . . . . . . . . . . .204 O Bridging . . . . . . . . . . . . . . . . . . . .194 Ornamental series . . . . . . . . . . . . . .77 PA Post Anchors . . . . . . . . . . . .55, 210 PA Purlin Anchors . . . . . . . .51-52, 210

PA(E) Post Anchors . . . . . . . . . .55, 210 PAHD42 Foundation Strap . . . . . .47-48 PAI Purlin Anchors . . . . . . . . . . . .51-52 PAT Purlin Anchors . . . . . . . . . . . .51-52 PATM25 Purlin Anchor . . . . . . . . .51-52 PAU Post Anchors . . . . . . . . . . .55, 210 PB Post Caps . . . . . . . . . . . . . .62, 210 PBC Post Beam Corner . . . . . .63, 210 PBES Post Caps . . . . . . . . . . . .62, 210 PBS Post Caps . . . . . . . . . . . . .62, 210 PC Plywood Clips . . . . . . . . . . . . . .203 PCM Post Caps . . . . . . . . . . . . .61, 210 PCP Plastic Post Caps . . . . . . . . . .201 PH Top Flange Hangers . . . . .128-131, 137, 206, 208-209 PHD Predeflected Holdowns . . . . . . .41 PHG Panel Hangers . . . . . . . . . . . .109 PHI I-Joist Top Flange Hangers . . . . . . . 128-139, 206, 208-209 PHM Top Flange Hangers . . . .128-146, 206, 208-209 PHX Top Flange Hangers . . . .128-129, 133-146, 206, 208-209 PHXU Top Flange Hangers . . .128-131, 135-138, 142-146, 206, 208-209 PL4 Protection Plate . . . . . . . . . . . .196 PRPL Mending Plates . . . . . . . . . . .204 PRT2 Pipe Rail Tie . . . . . . . . .199, 210 PS Strap Ties . . . . . . . . . . . . . . .82, 210 PWFS24 Wood Foundation Strap . . .87 RFUS Uplift Girder Tie . . . . . . . . . . .163 RP6 Retro Plate . . . . . . . . . . . . . . . . .39 RS Coiled Strapping . . . . . . . . .78, 210 RSPT Stud Plate Ties . . . . . . . .73, 210 RT Hurricane/Seismic Anchors . . . . . . . 167-169, 210 RT Strap Rafter Ties . . . . . . . . . 85, 210 RUSC Strap Connector . . . . . . . . . .162 RWB Wall Bracing . . . . . . . . . .197-198 S01 Holdown Framing Anchor . . . . . .74 S Plywood Clips . . . . . . . . . . . . . . . .203 S Wall Bracing . . . . . . . . . . . . .197-198 SBP Bearing Plates . . . . . . . . . . . . .187 SCA Stair Angles . . . . . . . . . . .201, 210 SDJT14 Deck Post Tie . . . . . .200, 210 SDPT Deck Post Ties . . . . . . .200, 210 SFA Foundation Anchors . . . . . . . . . .37 SFC Framing Clips . . . . . . . . . . . . . .74 SFJA Foundation Anchor . . . . . . . . .37 SFP Fence Post Connectors . . . . . .198 SGP Strap Truss Tiedowns . . . . . . 161 SHA Masonry Uplift Connectors . . .166 SKH Skewed 45 Hangers . . .107-108, 206-207, 210 SKHH Skewed 45 Hangers . . . .107-108, 206-207 SMP Fence Post Connectors . . . . .198 SNP3 Skewed Nail Plate . . . . . . . . .180 SP Speed Prong Hangers . . .91, 94-95 Specialty Options . . . . . . . . . .206-209

Specification Tools . . . . . . . . . . . .211 SPT Stud Plate Ties . . . . . . . . .73, 210 SPTH Stud Plate Ties . . . . . . . .73, 210 ST24H Truss Brace & Spacer . . . . .190 ST Foundation Anchors . . . .36-37, 210 ST Strap Ties . . . . . . . . . . . . . . . .79-80 STAD Foundation Straps . . . . . . .49-50 STB Anchor Bolts . . . . . . . . .34-35, 210 STBL Anchor Bolts . . . . . . . .34-35, 210 STC Scissor Truss Clips . . . . . . . . .186 STS Stud Shoes . . . . . . . . . . . . . . .198 SUH Joist Hangers 91, 94-100, 206-207 SW Top Flange Hangers . . . . .102-105, 206, 208-209 SWH Top Flange Hangers . . . .102-105, 206, 208-209 T Hoist Plates . . . . . . . . . . . . . . . . .202 T Straps . . . . . . . . . . . . . . . . . . .77, 210 TA Truss Anchors . . . . . . 159-160, 210 TA Foundation Straps . . . . . . . .50, 210 TAPL Truss Anchors . . . . . . . . 160-161 TAR Truss Anchors . . . . . . . . .159-160 TD Holdowns . . . . . . . . . . . . . . . .44-45 TDL Concrete Angles . . . . . . . .53, 210 TDS Holdowns . . . . . . . . . . . . . . . . . .53 TDX Holdowns . . . . . . . . . . .44-45, 210 TFI Top Mount Hangers . .126, 132-135, 138-139 TFL Top Mount Hangers .126, 131-134 TH Straps . . . . . . . . . . . . . . . . . . . . . .77 THD Face Mount Truss Hangers . . . . . . 122-125, 172, 206-207, 210 THDH Face Mount Hangers . .122-125, 173, 206-207 THF Face Mount Hangers . . . . . . .121, 123-125, 206-207 THO Top Mount Hangers .126, 130-143 TMP Rafter-To-Plate Connectors . . .147 TMPH Rafter-To-Plate Connectors .147 TMU26 Light Slope Hanger . . .106, 210 TPP Mending Plates . . . . . . . . . . . .204 TR Roof Truss Ties . . . . . . . . . . . . .188 TS Truss Spacer . . . . . . . . . . . . . . .191 TSX Truss Spacers . . . . . . . . . . . . .191 UGTS Uplift Girder Ties . . . . . .162-163 UMH Universal Masonry Hangers . .114 UPHD8 Holdown . . . . . . . . . . . . . . . .46 USC Uplift Girder Ties . . . . . . . 162-163 WAS Wet Post Anchors . . . . . . .56, 210 WB Wall Bracing . . . . . . . . . . .197-198 WBC Wall Bracing . . . . . . . . . .197-198 WBT Wall Bracing . . . . . . . . . .197-198 WE Wet Post Anchors . . . . . . . .56, 210 WG Concrete Form Wedge . . . . . . . .35 WS Wood Screws . . . . . . . . . . . 22, 210 WS Wood Screw Applications . . .23-25 WT22 Wall Ties . . . . . . . . . . . . . . . .202 WUSC Uplift Girder Ties . . . . . . . . . 163 ZC Blocking Supports . . . . . . . . . . .188

Copyright 2007 USP Structural Connectors

New Products

Reference Number Index on next page

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11

Reference Number IndexAbout the Reference Numbers Reference numbers shown throughout the charts in this catalog are part numbers which may be more familiar to customers in various regions of the United States. These are included for the convenience of our new customers who have recently switched from a competitors product line to USP. The reference numbers in this catalog are for general application comparison only and should not be used as a substitution tool. The user is responsible to compare specific load values, fastener schedules, material specifications, and other factors to determine suitability of use for any particular product. A Angle . . . . . . . . . . . . . . . . . . .53, 71-72, 76 A34, A35 Anchor . . . . . . . . . . . . . . . . . . . .70 AB Post Base . . . . . . . . . . . . . . . . . . . . . .55 ABE Post Base . . . . . . . . . . . . . . . . . . . . .55 ABU Post Base . . . . . . . . . . . . . . . . . . . . .55 AC Post Cap . . . . . . . . . . . . . . . . . . . . . . .62 ACE Post Cap . . . . . . . . . . . . . . . . . . . . . .62 AM Anchormate Bolt Holder . . . . . . . . . .32 B Hanger . .103-105, 131, 137-138, 145-146 BC Base . . . . . . . . . . . . . . . . . . . . . . . . . .58 BC Cap . . . . . . . . . . . . . . . . . . . . . . . . . . .62 BI Hanger . . . . . . . . . . . . . . . . . . . . .135-145 BP Bearing Plate . . . . . . . . . . . . . . . . . . . .26 BT Brick Tie . . . . . . . . . . . . . . . . . . . . . . .202 CB Column Base . . . . . . . . . . . . . . . . . . . .60 CBQ Column Base . . . . . . . . . . . . . . . . . .59 CBS Column Base . . . . . . . . . . . . . . . . . .59 CBSQ Column Base . . . . . . . . . . . . . . . . .58 CC Column Cap . . . . . . . . . . . . . . . . . . . .65 CCQ Column Cap . . . . . . . . . . . . . . . . . . .64 CMST Strap . . . . . . . . . . . . . . . . . . . . . . . .78 CMSTC Coiled Strap . . . . . . . . . . . . . . . . .78 CPS Composite Standoff . . . . . . . . . . . . . .63 CS Strap . . . . . . . . . . . . . . . . . . . . . . . . . .78 CWB Wall Bracing . . . . . . . . . . . . . . . . . .198 DBTZ Deck Tie . . . . . . . . . . . . . . . . . . . .200 DJT Deck Tie . . . . . . . . . . . . . . . . . . . . . .200 DPT Deck Tie . . . . . . . . . . . . . . . . . . . . .200 DS Drywall Stop . . . . . . . . . . . . . . . . . . .203 DSC Drag Strut Connector . . . . . . . . . . .191 DSP Double Stud Plate . . . . . . . . . . . . . . .73 DTC Roof Truss Clip . . . . . . . . . . . . . . . .188 ECC Column Cap . . . . . . . . . . . . . . . . . . .65 ECCQ Column Cap . . . . . . . . . . . . . . . . . .64 EG Hanger . . . . . . . . . . . . . . . . . . . . . . . .150 EPB Post Base . . . . . . . . . . . . . . . . . . . . .57 EPC Post Cap . . . . . . . . . . . . . . . . . . . . . .61 F Hanger . . . . . . . . . . . . . . . . . . . . . . . . .109 FA Foundation Anchor . . . . . . . . . . . . . . . .37 FB Fence Bracket . . . . . . . . . . . . . . . . . .199 FC Framing Clip . . . . . . . . . . . . . . . . . . . .74 FJA Anchor . . . . . . . . . . . . . . . . . . . . . . . .37 FTA Floor Tie Anchor . . . . . . . . . . . . . . . .83 GB Hanger . . . . . . . . . . . . . . . . . . . . . . .151 GBC Gable Bracing . . . . . . . . . . . . . . . . .169 GH Hanger . . . . . . . . . . . . . . . . . . . . . . . .39 GLB Beam Seat . . . . . . . . . . . . . . . . . . . .38 GLBT Beam Seat . . . . . . . . . . . . . . . . . . .38 GLS Hanger . . . . . . . . . . . . . . . . . . . . . .155 GLT Hanger . . . . . . . . . . . . . . . . . . . . . . .152 GLTV Hanger . . . . . .135-138, 140, 143-146 H Hurricane Ties . . . . . . . . . . . . . . . .84, 169 HB Hanger . . . . . . . . . . . . . . . . . . . . . . . .139 HCA Hinge Connector . . . . . . . . . . . . . . .153 HCP Hip Corner Plate . . . . . . . . . . . . . . .169 HCST Strap . . . . . . . . . . . . . . . . . . . . . . .154 HDA Holdown . . . . . . . . . . . . . . . . . . . . . .45 HETA Truss Anchor . . . . . . . . . . . . . . . . .160 HETAL Truss Anchor . . . . . . . . . . . . . . . .161 HFN Hanger . . . . . . . . . . . . . . . . . . . . . .109 HGA Gusset Angle . . . . . . . . . . . . . . . . .167 HGAM Gusset Angle . . . . . . . . . . . . . . . .167 HGB Hanger . . . . . . . . . . . . . . . . . . . . . .151 HGLB Beam Seat . . . . . . . . . . . . . . . . . . .38 HGLS Hanger . . . . . . . . . . . . . . . . . . . . .155 HGLT Hanger . . . . . . . . . . . . . . . . . . . . .152 HGLTV Hanger . . . . . . . . .135-138, 143-146 HGT Girder Tiedown . . . . . . . . . . . . . . . .166 HGUS Hanger . . . . . . . . . . . . .124-125, 173 HH Hanger . . . . . . . . . . . . . . . . . . . . . . . . .75 HHB Hanger . . . . . . . . . . . . . . . . . . . . . .151 HHUS Hanger . . . . . . . . . . . . . .124-125, 172 HIT Hanger . . . . . . . . . . . . . . . .132-134, 139 HL Angle . . . . . . . . . . . . . . . . . . . . . . . . . .75 HL Tie . . . . . . . . . . . . . . . . . . . . . . . . . . . .76 HPA Purlin Anchor . . . . . . . . . . . . . . . . . . .52 HPAHD Holdown . . . . . . . . . . . . . . . . . . . .48 HS Hurricane Tie . . . . . . . . . . . . . . . . . . .169 HSA Strap . . . . . . . . . . . . . . . . . . . . . . . . .86 HST Strap . . . . . . . . . . . . . . . . . . . . . . . . .82 HSUR/HSUL Hanger . . . . . . . . . . . . . . . .108 HT Tie . . . . . . . . . . . . . . . . . . . . . . . . . . . .77 HTS Twist Strap . . . . . . . . . . . . . . . . . . . . .84 HTSM Twist Strap . . . . . . . . . . . . . . . . . . .85 HTT Tension Tie . . . . . . . . . . . . . . . . . . . .43 HU Hanger . . . . . . . . . . . . .94-100, 123-125 HUS Hanger . . . . . . . . . . . . .94-98, 123, 174 HUTF Hanger . . . . . . . . . . . . . . . . . .103-105 HW Hanger . . . .132-133, 136, 140-141, 144 HWI Hanger . . . . . . .134, 136-139, 144-146 HWU Hanger . . . . . . . . . . .135-138, 143-146 IS Insulation Support . . . . . . . . . . . . . . . .203 ITT Hanger . . . . . . . . . . . .130-134, 136-138 IUS Hanger . . . . . . . . . . . . . . . . . . . . . . .123 IUT Hanger . . . . . . . . . . . . . . . . . . . .123-124 JB Hanger . . . . . . . . . . . . . . . . . . . . . . . .103 L Angle . . . . . . . . . . . . . . . . . . . . . . . . . . .72 L Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . .77 LB Hanger . . . . . . . . . . . . . . . . . . . . . . . .103 LBOLT Anchor Bolt . . . . . . . . . . . . . . . . . .35 LBP Bearing Plate . . . . . . . . . . . . . . . . . . .26 LBV Hanger . . . . . . . . . . . . . . . . . . .139-140 LCB Column Base . . . . . . . . . . . . . . . . . .60 LCC Lally Column Cap . . . . . . . . . . . . . . .64 LEG Hanger . . . . . . . . . . . . . . . . . . . . . .150 LFTA Floor Tie Anchor . . . . . . . . . . . . . . .83 LGT Girder Tiedown . . . . . . . . . . . . . . . .165 LPC Post Cap . . . . . . . . . . . . . . . . . . . . . .62 LS Angle . . . . . . . . . . . . . . . . . . . . . . . . . .71 LSSU Hanger . . . . . . . . . . . . . . . . . . . . .148 LSTA Strap Tie . . . . . . . . . . . . . . . . . . . . .80 LSTHD Holdown . . . . . . . . . . . . . . . . . . . .49 LSTI Strap Tie . . . . . . . . . . . . . . . . . . . . . .80 LSU Hanger . . . . . . . . . . . . . . . . . . . . . . .106 LTA Truss Anchor . . . . . . . . . . . . . . . . . .157 LTB Bridging . . . . . . . . . . . . . . . . . . . . . .194 LTP Framing Anchor . . . . . . . . . . . . . . . . .70 LTS Twist Strap . . . . . . . . . . . . . . . . . . . .84 LTT/LTTI Tension Tie . . . . . . . . . . . . . . . . .43 LU Hanger . . . . . . . . . . . . . . . . . . . . . .94-95 LUS Hanger . . . . . . . . . . . . . . . . . . . . .94-99 MAB Mudsill Anchor . . . . . . . . . . . . . . . . .37 MAS Mudsill Anchor . . . . . . . . . . . . . . . . .37 MBHA Masonry Hanger . . . . . . . . . . . . .115 MEG Hanger . . . . . . . . . . . . . . . . . . . . . .150 META Truss Anchor . . . . . . . . . . . . . . . . .160 MGT Girder Tiedown . . . . . . . . . . . . . . . .165 MIT Hanger . . . . . . . . . . . .132-138, 140-141 MIU Hanger . . . . . . . . . . . . . . . . . . .123-125 MMLU Hanger . . . . . . . . . . . . . . . . . . . . .205 MP Mending Plate . . . . . . . . . . . . . . . . . .204 MST Strap Tie . . . . . . . . . . . . . . . . . . . . . .81 MSTA Strap Tie . . . . . . . . . . . . . . . . . . . . .80 MSTC Strap Tie . . . . . . . . . . . . . . . . . . . . .81 MSTI Strap Tie . . . . . . . . . . . . . . . . . . . . .81 MTHM Hanger . . . . . . . . . . . . . . . . . . . . .182 MTS Twist Strap . . . . . . . . . . . . . . . . . . . .84 MTT Tension Tie . . . . . . . . . . . . . . . . . . . .43 Nails . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20 NC Nailless Bridging . . . . . . . . . . . . . . . .195 NCA Nailless Bridging . . . . . . . . . . . . . . .196 NS Nail Stopper . . . . . . . . . . . . . . . . . . . .196 O Ornamental . . . . . . . . . . . . . . . . . . . . . .77 PA Holdown . . . . . . . . . . . . . . . . . . . . . . . .50 PA/PATM Purlin Anchor . . . . . . . . . . . . . . .52 PAHD Holdown . . . . . . . . . . . . . . . . . . . . .48 PAI Purlin Anchor . . . . . . . . . . . . . . . . . . .52 PAT Purlin Anchor . . . . . . . . . . . . . . . . . . .52 PB Post Base . . . . . . . . . . . . . . . . . . . . . .56 PBS Post Base . . . . . . . . . . . . . . . . . . . . .56 PC Post Cap . . . . . . . . . . . . . . . . . . . . . . .61 PF Hanger . . . . . . . . . . . . . . . . . . . . . . . .110 PGT Pipe Tie . . . . . . . . . . . . . . . . . . . . . .199 PHD Holdown . . . . . . . . . . . . . . . . . . . . . .41 PS Strap . . . . . . . . . . . . . . . . . . . . . . . . . .82 PSCL Sheathing Clip . . . . . . . . . . . . . . .203 PSPNZ Protective Plate . . . . . . . . . . . . .196 RP Retro Plate . . . . . . . . . . . . . . . . . . . . .39 RPS Strap Tie . . . . . . . . . . . . . . . . . . . . . .82 RSP Stud Plate Tie . . . . . . . . . . . . . . . . . .73 S/HD Holdown . . . . . . . . . . . . . . . . . . . . . .53 SA Strap . . . . . . . . . . . . . . . . . . . . . . . . . .86 SDS Screw . . . . . . . . . . . . . . . . . . . . . .22-25 SP Stud Plate Tie . . . . . . . . . . . . . . . . . . .73 SPH Stud Plate Tie . . . . . . . . . . . . . . . . . .73 SSP Single Stud Plate . . . . . . . . . . . . . . . .73 SSTB Anchor Bolt . . . . . . . . . . . . . . . . . . .35 ST Strap Tie . . . . . . . . . . . . . . . . . . . . . . .80 STC Roof Truss Clip . . . . . . . . . . . . . . . .188 STHD Holdown . . . . . . . . . . . . . . . . . . . . .49 SUR/SUL Hanger . . . . . . . . . . . . . . .107-108 T Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . .77 TA Staircase Angle . . . . . . . . . . . . . . . . .201 TB Tension Bridging . . . . . . . . . . . . . . . .194 TBE Truss Enhancer . . . . . . . . . . . . . . . .187 TC Truss Connector . . . . . . . . . . . . . . . .186 THA Hanger . . . . . . . . . . . . . . . . . . .176-177 THAC Hanger . . . . . . . . . . . . . . . . . .176-177 THAI Hanger . . . . . . . . . . . . . . . . . .176-177 THGA Hanger . . . . . . . . . . . . . . . . . . . . .183 THGB Hanger . . . . . . . . . . . . . . . . . . . . .183 THGBH Hanger . . . . . . . . . . . . . . . . . . . .183 THMA Hanger . . . . . . . . . . . . . . . . . . . . .184 TJC37 Truss Connector . . . . . . . . . . . . .180 TP/TPA Tie Plate . . . . . . . . . . . . . . . . . . .204 TS Twist Strap . . . . . . . . . . . . . . . . . . . . . .84 TSB Truss Spacer . . . . . . . . . . . . . . . . . .190 TSF Truss Spacer . . . . . . . . . . . . . . . . . .191 TSS Truss Seat . . . . . . . . . . . . . . . . . . . .157 TWB Wall Bracing . . . . . . . . . . . . . . . . . .198 U Hanger . . . . . . . . . . . . . . . . . .94-100, 125 VB Knee Brace . . . . . . . . . . . . . . . . . . . . .87 W Hanger . . . . .103-105, 130-131, 133-134, 136-139 W Wedge . . . . . . . . . . . . . . . . . . . . . . . . . .35 WB/WBC Wall Bracing . . . . . . . . . . . . . .198 WM Hanger . .113-114, 130-138, 140, 143-146 WNP Hanger . . . . . . . . . . . . . . . . . .103-105 WP Hanger . . . . . . . . . . . .130-134, 136-146 WPU Hanger . . . . . . . . . . . . . . . . . . . . . .131 WT Wedge Form Tie . . . . . . . . . . . . . . . . .35 Z Clip . . . . . . . . . . . . . . . . . . . . . . . . . . . .188

Copyright 2007 USP Structural Connectors

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Product InformationCode Evaluations Most USP structural products listed in this catalog have been evaluated or are in the submittal stage for evaluation from one or more of the following code authorities. With the consolidation of former evaluation services (ICBO ES, NES, SBCCI PST & ESI, and BOCAI evaluation services) into ICC Evaluation Service, Inc. (ICC-ES), many of our evaluation reports now have the status of ICC-ES Legacy Reports. The ICC-ES Web Site provides additional information, and may be accessed at http://www.icc-es.org. Copyright 2007 USP Structural Connectors

DSA -

Division of State Architect, California. Please reference the Interpretation of Regulation, IR23-1 Pre-Fabricated Wood Construction Connectors, for clarification of listing requirements, acceptable load capacities, design and installation requirements, and connector fabrication used on projects under Division of State Architect (DSA) jurisdiction at http://www.dsa.dgs.ca.gov./ Publications/default.htm.

ICC-ES- ICC Evaluation Service, Inc. ESR-1178, 1702 NES Legacy Reports. (Formerly NES) NER-478, 505, 510, 530, 532, 564, 568, 608

UBC Legacy Reports. (Formerly ICBO ES) ER-2039, 2725, 3613, 5125, 5321, 5356, 5531, 5634

SBC Legacy Reports. (Formerly SBCCI PST & ESI) 2031C

State of Florida Product Approvals - FL565-R1, FL569-R1,FL572-R1, FL576-R1, FL815, FL816, FL817, FL818, FL819, FL820-R1, FL821, FL822, FL859-R1, FL1247, FL1777, FL2033, FL2620, FL2621-R1, FL3923R-1, FL4928, FL5631, FL6223

Other code agencies may require specific reductions and limitations and may have different load values than those presented in this catalog. USP recommends consulting specific code evaluation or product acceptance criteria reports that govern in the applicable area. Any questions about current code listings should be directed to the Technical Assistance staff. USP continuously updates code reports to reflect new standards and requirements. Visit USPs Web Site, www.USPconnectors.com/codereports.htm, or specific code agencies web sites for current listings. Code evaluation reports referenced in this catalog may not apply to all stock numbers or product series listed. Code Watch Code Watch items are included to highlight some sections of the model building codes that discuss the use of products contained in this catalog. The user is strongly encouraged to consult with a qualified design professional to review the exact requirements of the relevant code references. Please note that not all code sections relating to the use of products contained in this catalog are included. In addition, some states and local municipalities have developed amendments to the referenced code section. Shown references are for the 2003 International Residential Code (IRC), 2003 International Building Code (IBC), and 1997 Uniform Building Code (UBC).

METRO - Dade County, Florida, 01-0912.05, 02-0102.05,02-1113.05, 03-0206.03, 03-0219.02, 03-0508.04, 03-0508.05, 03-0611.05, 04-0427.03, 04-1122.03, 05-0105.05, 05-0701.02, 06-0601.03, 06-0605.10, 06-0831.04, 06-1011.02, 06-1026.07

LA CITY - City of Los Angeles, California RR23888, 25029,25104, 25113, 25283, 25303, 25325, 25327, 25332, 25337, 25357, 25433, 25592

Corrosion Resistant Finishes USP Structural Connectors offers three options for improved corrosion resistance:

Gold Coat (GC) gold coat is a proprietary multi-layer protection system. It is comprised of an organic top coat barrier layer and a zinc layer placed over a steel substrate. Required Fastener: Gold Coat fasteners Triple Zinc (TZ) galvanizing provides a prefabrication coating of 1.85 (G-185) ounces of zinc per square foot of surface area measured in accordance with ASTM A 653. Required Fastener: Hot-dip galvanized fasteners Hot-Dip Galvanized (HDG) coating provides an after-fabrication hot-dipped zinc coating. The coating thickness is dependent on the connector material, but generally ranges from 1.1 to 2.3 ounces of zinc per square foot of surface. Hot-dip products meet requirements set forth in ASTM A 123. Required Fastener: Hot-dip galvanized fasteners Stainless Steel (SS) is the best option for corrosion protection. Quality stainless steel (316SS grade steel) is used to fabricate connectors. Although costs are higher, some applications may need the virtual corrosion proof quality of stainless steel. Required Fastener: Stainless Steel fasteners1-800-328-5934 www.USPconnectors.comUSP2000-071

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Product InformationConnector Use with Preservative Treated Wood In cooperation with the Environmental Protection Agency, chemical producers in the treated wood industry agreed to discontinue the use of Chromated Copper Arsenate (CCA) for most residential applications at the end of 2003. In place of CCA, treated wood suppliers use copper based alternative treatment chemicals such as Amine/Ammoniacal Copper Quat (ACQ, ACQ-D), and Copper Azole (CBA-A, CA-B). Sodium Borate (SBX, DOT) is also used primarily in sill plate applications. Testing conducted by USP and others in the industry have concluded that ACQ and Copper Azole wood treatments are more corrosive to metals while Sodium Borate treatments are less corrosive to metals than traditionally used CCA treatments are. A key factor in this increased corrosion is the amount of copper used in the treatment chemical. The ACQ and Copper Azole treatments contain roughly three times the amount of copper and leach more copper than the traditionally used CCA treatment does. Corrosion Basics Corrosion may result when a metal comes in contact with a variety of substances including air, acids, bases, salts, oils, solid or liquid chemicals, and gas vapors. If an electrolyte is present, such as water, a metal will form an electric circuit with a dissimilar metal and galvanic corrosion can take place. Zinc is the metal used in the hot-dip galvanizing process due to its ability to sacrifice itself while protecting the base steel underneath. When zinc and copper are in electrical contact with each other the copper will have a tendency to extract electrons from the highly reactive zinc at a greater rate, therefore corrosion will take place at a greater rate. Our new Gold Coat finish provides barrier protection. Simply the barrier prevents a reaction from occurring between the connector and its environment. This specially designed organic polymer coating and its concealing color is also an attractive option for exposed exterior construction projects. Corrosion Resistant Finishes USP provides three different corrosion resistant finishes to cover a range of corrosion performance. Triple Zinc G185 connectors are available as an economical alternative for exterior applications which will provide a minimum level of protection. USP recommends that for the highest corrosion protection available, stainless steel connectors are the best option. As an economical alternative to stainless steel our new Gold Coat connectors are specifically designed for exterior application when in contact with preservative treated wood. For recommended finishes to be used in specific applications, please refer to our website. Corrosion Protection Guidelines: Ask for and follow recommendations of the preservative wood supplier for use of connectors and fasteners in contact with their brand of treated wood product. However as an economical alternative to stainless steel, USP recommends the use of Triple Zinc G-185 when in contact with alternative treated woods as a minimum level of protection. Gold Coat is specifically designed for improved corrosion resistance in exterior environments when in contact with preservative treated wood. The use of the correct fastener with the connector is critical. Stainless steel connectors require stainless steel fasteners. For exterior applications, hot-dip galvanized fasteners (HDG) must be used with both Triple Zinc G-185 and hot-dip galvanized (HDG) finishes. USPs Zinc dichromate WS Wood Screws are not recommended for use with preservative or fire-retardant treated wood. For any questions contact USP Technical Assistance or visit our web site at www.USPconnectors.com . Gold Coat connectors will be distinguishable from other connectors because of their concealing color. For additional information on the Gold Coat product line, please visit the Gold Coat section of our website. USP clearly differentiates our Triple Zinc products from our standard G90 products. USPs TZ product identification is embossed on all Triple Zinc products. Following are examples of our carton labels, bin cards for retail displays, and individual product labels.

Copyright 2007 USP Structural Connectors

USP recommendation and standards met with Triple Zinc coating.

Bin Card Joist HangerColgador de vigas

For use with treated woodMadera Tratada

Para

2 x 6-8 Nails/Clavos: (8) 10d HDG. As a minimum, recommended in outdoorapplications and with treated wood.Recomendado para las aplicaciones en exteriores y con madera tratada.

TRIPLE ZINCG-185 Galvanization

Yellow oval boldly highlights for use with treated wood TZ - Triple Zinc logo identifies products that have G-185 galvanization.

Part number is referenced with a TZ at the end for Triple Zinc products.

JUS26-TZ Ref #: LUS26Zwww.USPconnectors.com

Product LabelPart number is referenced with a TZ at the end for Triple Zinc products.Connectors USP# JUS26-TZRef# LUS26Z

NER-608, ICBO 5356, FL821.42 Triple Zinc G-185

Triple Zinc G-185 is referenced above the bar code. Light green background color indicates a corrosion resistant product. USP recommendation and standards that are met with the Triple Zinc coating.

0

81942 10061

0

Carton LabelJoist Hanger trier solive2 x 6-8Nails/Clavos/Clous: (8) 10d HDG. As a minimum, recommended in outdoor applications and with treated wood. Recomendado para las aplicaciones en exteriores y con madera tratada.

Colgador de vigas

JUS26-TZ Ref#: LUS26ZNER-608 ICBO ES ER-5356 DADE NOA 01-0327.04 FL821.42

Part number is referenced with a TZ at the end for Triple Zinc products.

Au minimum, recommand dans les applications extrieures et sur le bois trait.

100 PCS.JUS26-TZRef#: LUS26ZBurnsville, MN Phone: 1-800-328-5934 Fax: 1-507-364-8762TRIPLE ZINCG-185 Galvanization

For use with treated woodParaMadera Tratada

100 PCS.

www.USPconnectors.com

Corrosion Resistant Resistente a la corrosion Resistente a la corosin

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Product InformationU.S. Standard Steel gauge Equivalents in Nominal DimensionsGauge 3 7 10 11 12 14 16 18 20 22 Approximate Dimensions Inches 1/4 3/16 9/64 1/8 7/64 5/64 1/16 3/64 1/32 1/32 6.0 4.5 3.4 3.0 2.7 2.0 1.5 1.2 1.0 0.8 Millimeters Uncoated Steel 0.239 0.179 0.134 0.120 0.105 0.075 0.060 0.048 0.036 0.030 Galvanized Steel (G90) -- -0.186 0.138 0.123 0.108 0.078 0.063 0.052 0.040 0.033 Decimals (inches) Triple Zinc -- --- -0.140 0.125 0.110 0.080 0.065 0.054 0.042 0.036

Non-Catalog ProductsUSP manufactures a connector product line second to none in scope and diversity. However, unusual framing needs may require the use of a non-catalog product. Non-catalog product details must be provided by the customer and will be manufactured by USP Structural Connectors in accordance to customer specifications. Consult USPs Technical Assistance Department for more information. A full range of shipping options are available, from regular freight to overnight delivery.

Copyright 2007 USP Structural Connectors

*Actual steel dimensions will vary from nominal dimensions according to industry tolerances.

Maximum Shear Capacity of Joist or RafterThe table below indicates the calculated shear capacity of different dimensional lumber sizes for various wood species.Allowable Shear on Bending Member1,2,3 2x6 Joist or Rafter 125% 1238 1203 928 1031 100% 1305 1269 979 1088 2x8

Wood Species DF-L SP S-P-F Hem Fir

1) Applies to nominally dimensioned joists as listed, where moisture content < 19% and temperature 2500 psi CIA-EA f'c > 2500 psi CIA-EA Rod Drill Bit Diameter Diameter (in) (in) 3/8 7/16 1/2 9/16 5/8 11/16 3/4 13/16 7/8 15/16 1 1-1/8 Embed. Depth (in) 3-3/8 4-1/2 5-5/8 6-3/4 7-7/8 9 Allowable Steel Capacity for A307 (AISI 1018) rod Tensile (Lbs.) 2185 3885 6070 8740 11900 15540 Shear (Lbs.) 1125 2000 3125 4500 6130 8000

Cure TimesSubstrate Temperature F 5 - 10 11 - 20 21 - 30 31 - 40 41 - 50 51 - 60 61 - 70 71 - 80 80 - 90

Bolt Up Time 12 hrs 9 hrs 6 hrs 4 hrs 2 hrs 15 min 15 min 10 min 4 min

CIA-EA

Full Cure Time 36 hrs 30 hrs 24 hrs 12 hrs 6 hrs 70 min 60 min 30 min 25 min

1) Allowable load must be the lesser of bond or steel strength. 2) The tabulated values are for anchors installed at specified spacing (s) and edge (c) distances. Spacing and edge distances may be reduced, reference the Anchoring Systems Technical Guide and/or ICC-ES ESR-1702 for details. Linear interpolation may be used for intermediate spacing and edge distances. 3) The tabulated values are for anchors installed in concrete having the designated compressive strength or higher at the time of installation. 4) CIA anchors experience a reduction in tensile capacity with increased ambient temperatures. Temperature load factors must be applied when the anchors are installed in locations where the concrete temperatures may exceed 105F. 5) The anchors cannot be used to resist pullout forces in overhead and wall installations, unless proper consideration is given to fire conditions. Reference ICC-ES ESR-1702 for more information. 6) Allowable load based on bond strength may be interpolated for compressive strengths between f'c = 2000 psi and f'c = 4000 psi. 7) Allowable loads may be increased by 33-1/3% for short term loading due to earthquakes or wind for Allowable Stress Design. 8) Bond strength values are based on a safety factor of 4.0. Anchor to Connector

6800 11580 23380 28460 28460 44200

Avg. Ult.

Avg. Allow. 1700 2895 5845 7115 7115 11050

5940 10240 17640 25300 25300 40980

Avg. Ult.

Avg. Allow. 1485 2560 4410 6325 6325 10245

For Applications with USP Holdowns refer to USP Anchor to Connector Guide (USP1017) or visit www.uspconnectors.com

Guide

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Adhesive Anchoring Systems - CIA-GEL 7000CIA-GEL 7000 For use in anchoring threaded rod and rebar into normal and lightweight concrete, stemwalls, concrete block, reinforced brick and unreinforced masonry (URM/UMB). Bonds to most construction materials. For use in substrate temperatures above 40 F. Materials: 2-component, 100% solids, 1 to 1 ratio, moisture insensitive, non-sag, non-shrink, solvent free, high strength epoxy. Codes: ICC-ES ESR-1702, FL 4928, L.A. City RR 25113 & RR 25029 Installation: Drill hole in concrete or masonry to specified depth and diameter. Clean hole completely using compressed air and nylon brush. Dust and debris left in the hole will reduce the holding capacity of the anchor. Remove cartridge cap and insert cartridge into dispensing tool. Dispense a small amount of adhesive off to the side to equalize the cartridge. Place mixing nozzle (and nut if required) onto cartridge and tighten. Dispense a small amount of adhesive off to the side to ensure proper mixing. Do not use adhesive that is not mixed properly. Inject adhesive into the bottom of the hole to avoid air pockets. Fill approximately one half to two thirds full. Insert rod into hole while rotating one to two revolutions until the rod contacts the bottom of the hole. Copyright 2007 USP Structural Connectors

Tension Capacities for Threaded Rod Installed in Concrete Stemwall FoundationsRod Embed. Min. Wall Diameter Depth Width (in) (in) (in) 5/8 7/8 7/8 9 12-1/4 18 5 8 12 Min. Edge Distance (in) 1-3/4 2-3/4 1-3/4 Min. End Avg. Ult. Distance Capacity (in) (Lbs.) 12 12 10 15 5 5 13840 23640 35400 41520 19040 11120

Allowable Tensile Capacity (Lbs.) 100% 2780 4760 5910 8850 3460 133% 3705 4615 6346

Concrete & Mason r y Concrete & Mason r y

10380

7880 11800

13840

Shear Capacities for Threaded Rod Installed at a Close Edge Distance for Sill PlatesMinimum Rod Embed. Edge Diameter Depth Distance (in) (in) (in) 1/2 4-1/2 1-3/4 5/8 5-3/4 1-3/4 Avg. Ult. Capacity (Lbs.) 5792 10800

Allowable Shear Capacity (Lbs.) 1 133% 1926 3600

100% 1448 2700

1) Shear load parallel to free edge.

Tension and Shear Capacities for Threaded Rod Installed in Normal Weight ConcreteTensile Capacity based on Concrete Strength (Lbs.) Rod Drill Bit Embed. Diameter Diameter Depth (in) (in) (in) 1-7/8 3/8 1/2 3-3/8 2-1/2 1/2 5/8 4-1/2 3-1/8 5/8 3/4 5-5/8 3-3/4 3/4 7/8 6-3/4 7/8 1 7-7/8 1 1-1/4 9 CIA-GEL 7000 f'c > 2500 psi Shear Capacity based on Concrete Strength (Lbs.) CIA-GEL 7000 f'c > 2500 psi Allowable Steel Capacity for A307 (AISI 1018) rod Tensile (Lbs.) 2185 3885 6070 11900 15540 8740 Shear (Lbs.) 1125 2000 3125 4500 6130 8000

Cure Times

1) Allowable load must be the lesser of bond or steel strength. 2) The tabulated values are for anchors installed at specified spacing (s) and edge (c) distances. Spacing and edge distances may be reduced, reference the Anchoring Systems Technical Guide and/or ICC-ES ESR-1702 for details. Linear interpolation may be used for intermediate spacing and edge distances. 3) The tabulated values are for anchors installed in concrete having the designated compressive strength or higher at the time of installation. 4) CIA anchors experience a reduction in tensile capacity with increased ambient temperatures. Temperature load factors must be applied when the anchors are installed in locations where the concrete temperatures may exceed 105F. 5) The anchors cannot be used to resist pullout forces in overhead and wall installations, unless proper consideration is given to fire conditions. Reference ICC-ES ESR-1702 for more information. 6) Allowable load based on bond strength may be interpolated for compressive strengths between f'c = 2000 psi and f'c = 4000 psi. 7) Allowable loads may be increased by 33-1/3% for short term loading due to earthquakes or wind for Allowable Stress Design. 8) Bond strength values are based on a safety factor of 4.0.

4760 8600 7760 13980 10400 21600 15660 26740 33968 49320

Avg. Ult.

Avg. Allow. 1190 2150 1940 3495 2600 5400 3915 6685 8492 12330

-- -5880 -- -14220 -- -19060 -- -27620 34748 44720

Avg. Ult.

Avg. Allow.

-- -1470 -- -3555 -- -4765 -- -6905 8687 11180

CIA-GEL 7000 Substrate Bolt Up Full Cure Temperature Time Time F 41 - 50 12 hrs 72 hrs 51 - 60 8 hrs 48 hrs 61 - 70 6 hrs 36 hrs 71 - 80 4 hrs 24 hrs 80 - 90 4 hrs 24 hrs

10 oz. GEL-10

22 oz. GEL-22

CIA-GEL 7000

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Anchor Bolt Holder (Bolt Rite) ABH series

Reusable product made of composite plastic that nails to form board and accurately centers the anchor bolt in the sill plate. The ABH is embossed with markings for both 2 x 4 and 2 x 6 sill plates. Product may be used with standard anchor bolts, J-bolts, and USPs STB Anchor Bolts. Use USPs ABSL Anchor Bolt Sleeves for proper anchor bolt embedment depth with 3x sill plates and USPs STB Anchor Bolts. The anchor bolt cap protects the anchor bolt threads during concrete placement. Materials: Composite Plastic Finish: See chart Patents: Pending Installation: Place ABH over anchor bolt and screw on cap. Nail ABH to form board using embossing for sill plate width. For USPs STB Anchor Bolts, use opening in top of cap to properly align anchor bolt. For STB Anchor Bolts, it may be easier to nail ABH to form prior to placing it in the anchor bolt.

Concrete & Mason r y

Typical ABH12 installation Copyright 2007 USP Structural Connectors

ABH12

ABSL585 for USP STB Anchor Bolt

USP Stock No. 1 ABH12 ABH58 ABH78

AM1/2 AM5/8 AM7/8

Ref. No.

Bolt Dia. 1/2 5/8 7/8

Fastener Schedule (2) 8d (2) 8d (2) 8d

orange green blue

Color

1) Anchor bolt caps are included with product.

Typical ABH58 installation

Anchor Bolt Holders with Spacers (Bolt Rite) ABHS seriesReusable product made of composite plastic that nails to both form boards of a stemwall while accurately centering the anchor bolt in the sill plate. The ABHS is embossed with markings to center the anchor bolt in both 2 x 4 and 2 x 6 sill plates. In addition, it is embossed with markings to accurately space form boards for both 6 and 8 stemwalls. Use USPs ABSL Anchor Bolt Sleeves for proper anchor bolt embedment depth with 3x sill plates and USPs STB Anchor Bolts. The anchor bolt cap protects the anchor bolt threads during concrete placement. Materials: Composite Plastic Finish: See chart Patents: Pending Installation: Anchor Bolt Installation: Place ABHS over anchor bolt and screw on cap. Nail ABHS to form board using embossing for sill plate width. For USPs STB Anchor Bolts, use opening in top cap to properly align anchor bolt. ABHS Series Installation: Nail short side of ABHS to form board aligning the sill plate width marking with the inside of the form board. Nail the longer side of the ABHS to the form board aligning the stemwall width and sill plate embossing with the inside face of the form board.ABSL583 for 3x sill plate

Typical ABHS58 installationUSP Stock No. 1 ABHS12 ABHS58 ABHS78 Bolt Dia. 1/2 5/8 7/8 Fastener Schedule (4) 8d (4) 8d (4) 8d

Typical ABHS12 installation

Ref. No. -- --- --- --

orange green blue

Color

1) Anchor bolt caps are included with product.

ABHS12

32

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Anchor Bolt Stabber (Bolt Rite) ABS12For accurate placement of 1/2 anchor bolts in wet concrete. The outstanding legs are different lengths, with the shorter leg centering the anchor bolt in a 2 x 4 sill plate and the longer leg centering the anchor bolt in a 2 x 6 sill plate. Materials: Composite Plastic Finish: See chart Patents: Pending Installation: Slide ABS over anchor bolt and screw on cap. Place bolt in wet concrete using guides for proper edge distance.USP Stock No. 1 ABS12 Bolt Dia. 1/2

Concrete & Mason r y

Copyright 2007 USP Structural Connectors

Ref. No. -- --

1) Anchor bolt caps are included with product.

orange

Color

Typical ABS12 installation ABS12

Anchor Bolt Caps & Sleeves (Bolt Rite) ABC & ABSL seriesABC Designed to be used with the ABS, ABH, and ABHS and protect the threads of the anchor bolt during concrete placement. The 5/8 and 7/8 caps have open tops to see the identification stamp and alignment indicator of the USPs STB Anchor Bolt. ABSL Anchor Bolt Sleeves used to raise the embedment of the anchor bolt. Used with 3x sill plates and USPs STB Anchor Bolts.USP Stock No. Ref. No. -- --- --- --- --- --- --- -Bolt Dia. 1/2 5/8 7/8 5/8 5/8 7/8 7/8 L Color blue Sleeve Application -- --- --

ABC12 ABC58 ABC78

-- --- -3/4 1-7/8 1-3/4 -- --

orange green blue blue blue

Materials: Composite Plastic Finish: See chart Patents: Pending

2 1/4

ABSL5867 ABSL7867 ABSL785 ABSL783

ABSL583 ABSL585

-- --- --

5/8 7/8

3-9/16 13/16 3-1/2

3x sill plate STB Anchor Bolt 3x sill plate STB Anchor Bolt

-- --

green

STBL Anchor Bolt

green

green

STBL Anchor Bolt

ABC12

ABSL585

Form Board Spacer (Bolt Rite) FBSReusable product made of composite plastic that accurately holds form boards for 6 and 8 stemwalls. Embossed markings ensure accurate placement. Materials: Composite Plastic Finish: See chart Patents: Pending

FBSInstallation: Nail FBS to form board aligning single line with inside face of form board. Nail other end of FBS to form board at desired stemwall thickness.USP Stock No. Fastener Schedule (4) 8d

FBS

Ref. No. -- --

orange

Color

Typical FBS installation

1-800-328-5934 www.USPconnectors.comUSP2000-071

33

Anchor Bolts STB & STBL series1 3/4 Min. edge distance

Embossed ends provide guides for embedment angle and depth. An embedment line is embossed on the shaft for easy installation. Features rolled threads for high tensile strength. STB For monolithic slabs and double pour concrete installations. STBL Designed for use with 3x sill plates. Excellent choice for use with taller holdown washers like those in the PHD series.

5 Min. end distance5/8 STB/STBL 7/8 STB/STBL

E

6 Min. for

8 Min. for

Concrete & Mason r y

Materials: ASTM A 36 steel, also conforms to ASTM F 1554 and ASTM A 307 requirements for bolts Finish: None Options: STB and STBL models are available in Hot-dip galvanized. To order, add HDG to end of stock number, as in STB16-HDG. Codes: ICBO 5321, L.A. City RR 25325

Copyright 2007 USP Structural Connectors

Identification stamp & alignment indicator Embedment line

H

Typical STB/STBL mono pour installationEmbedment line 4 Min.L

Installation: Select appropriate STB or STBL Anchor Bolt. Use concrete with minimum compressive strength of 2,500 psi at 28 days. Minimum center-to-center spacing between bolts is 2(E) for anchors acting simultaneously in tension. Match embedment depth with embedment line on the STB or STBL shaft. The STB or STBL does not need to be tied to the rebar. Nuts and washers are not included. Use Bolt-Rite products to hold anchor bolt in place during installation.

Slab E

E

Footing

STB/STBLMonolithic or Double Pour Foundations Prior to pour, install the STB or STBL in an upright position and at a 45 angle to the wall. Install one horizontal #4 rebar at a depth of 4 (minimum). (See illustrations.) Concrete Block Applications Prior to cell pour, install the STB or STBL in an upright position and at a 45 angle to the wall. (See illustrations.) Use the embossed angle guide on the end of the STB or STBL shaft as a guide. Install one horizontal #4 rebar at a depth of 4 and one vertical #4 rebar maximum 48 o.c. spacing. Fill all cells with concrete having a minimum 2,000 psi compressive strength.Corner Installation

Typical double pour installationNon-Corner Installation Corner Installation

0 Outside edge of concrete

Plan view of STB/STBL placement in concrete stemwall30 Min. rebar length5 Min. 13/4 Min.

Min. rebar length 2x E + 12 Min.

Place diagonal in corner position

Min. rebar length 2x E + 12 Min.

12 Min.

Place at 45 diagonally from wall

5 Min.

1 3/4 Min.

Plan View of Corner installation

Plan View of Continuous stem wall installation

Plan View of End wall installation

Typical STB/STBL concrete block installationcontinued on next page

34

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Anchor Bolts STB & STBL series continuedAnchor Bolt Selection tableUSP Stock No. PHD2 TDX2 LTS20B HTT16 PHD5 TDX5 * MTS27B HTT22 Copyright 2007 USP Structural Connectors

2x, 3x, (2) 2x Sill Plates1 Mono Pour Double Pour

Dimensions Min. Embed. (E)

* Recommend installation of washer under nut of anchor bolt. 1) STBL model are recommended for use with PHD and UPHD8 holdowns on (2) 2x and 3x sill plates.

PHD6 PHD8 UPHD8 TDX6 TDX8 TDX10 HTT30 HTT50

HTT22

Ref. No. PHD2-SDS3 HD2A LTT20B HTT16 PHD5-SDS3 HD5A MTT28B

STB16 STBL16 STB20 STBL20 STB24 STBL24

STB20 STBL20 STB24 STBL24 -- --

USP Stock No. STB16 STB20 STB24 STB28 STB34 STB36 STBL16 STBL20 STBL24 STBL28 STBL34

PHD6-SDS3 -- --- -HD6A HD8A HD10A -- --- --

STB28 STBL28

STB34 STBL34

1) Design loads are based on the average ultimate, from a series of five tests, with a safety factor of three. 2) Loads may not be increased for short term loading. Loads apply to wind and seismic loading per 1997 U.B.C. 3) Minimum center to center spacing between bolts is 2(E) for anchors acting in tension. 4) Minimum edge distance is 1-3/4. 5) Concrete stemwall shall be a minimum of 6 thick for 5/8 anchor bolts and 8 for 7/8 anchor bolts. 6) End distance shall be no less than 5. 7) Connection is limited by lowest of bolt or holdown capacity. 8) Concrete block shall be minimum 10 block.

Ref. No. SSTB16 SSTB20 SSTB24 SSTB28 SSTB34 SSTB36 SSTB16L SSTB20L SSTB24L SSTB28L -- --

Bolt Dia. 5/8 5/8 5/8 7/8 7/8 7/8 5/8 5/8 5/8 7/8 7/8

L 17-13/16 21-13/16 25-13/16 31 36 38 19-9/16 23-9/16 27-9/16 32-3/4 36-3/4

H 5 5 5 5 6 8 6-3/4 6-3/4 6-3/4 6-3/4 6-3/4

12-13/16 16-13/16 20-13/16 26 30 30 12-13/16 16-13/16 20-13/16 26 30

Wind / Seismic 5215 5215 5215 9335 9335 9335 5215 5215 5215 9335 9335

5 from end

Minimum End Distance

Concrete5

Allowable Tension Load1,2,36

Wind / Seismic Wind / Seismic Wind / Seismic 5215 1850 4315 5215 1850 4315 5215 1850 4315 10425 -- --- -10425 -- --- -10425 -- --- -5215 1850 4315 5215 1850 4315 5215 1850 4315 10425 -- --- -10425 -- --- --

24 from end

5 from end

Minimum End Distance 6

Concrete Block8

11 or > from end

Concrete & Mason r y

Anchor Bolts AB seriesMaterials: Bolt: ASTM F 1554, Nut: ASTM A 563, Washers: ASTM F 844 Finish: NoneThe codes specify a minimum diameter and embedment into masonry or concrete for anchor bolts used in foundation plates or sills. IRC R403.1.6, IBC 2308.6, UBC 1806.6.USP Stock No. Bolt Dia. 1/2 1/2 1/2 1/2 5/8

LL 6 8 12 12 17

Installation: Select appropriate AB Anchor Bolt. Use concrete with minimum compressive strength of 2,000 psi at 28 days. Nuts and washers are included. Anchor bolts intended for use to satisfy code prescribed anchoring of mudsill plates, and shall be installed as defined in the code. Allowable loads shall be derived in accordance with the code.

New products or updated product information are designated in red.

AB126-HDG AB128-HDG AB1212-HDG AB1218-HDG AB5817-HDG

Ref. No. LBOLT50600HDG LBOLT50800HDG LBOLT50120HDG LBOLT50180HDG -- --

Typical AB128 installationW

AB128

Concrete Form Ties & Wedge FT series & WGFT Connect 1x and 2x nominal form lumber in low foundation walls up to 4 feet high. WG V-shaped wedge assures rigidity and consistent form spacing. Materials: FT 18 gauge, WG 14 gauge Finish: G90 galvanizing11/16

L

FT Typical FT/WG installation-- -4' 0 3' 0 2' 0 2x -- --- -2' 6 1' 6 1x Level 3 -- --- -4' 0 3' 0 2x -- --- --- -2' 6 1x Level 4 -- --- --- -4' 0 2x

Spacing Guide chart12 or Less 12 - 24 24 - 36 36 - 48USP Stock No. FT6 FT8 FT10 FT12 FT14 FT16 WG

Installation: 3 5/8 U s e t h e S p a c i n g G u i d e c h a r t t o determine spacing between FT units. Each level in chart assumes 12 form boards. Wall thickness from 6 to 12. Install with V facing up. 3/16 Use (2) WG wedges for each tie. Insert wedge into WG Wedge inside slots for 1x nominal forms and outside slots for must order 2x nominal forms. separately No walers or stiff-backs are used. Vertical ties to keep forms from separating are not included. Form deflection may be substantial. Check deflection, if it is critical, and move ties to compensate. Forming lumber is assumed to have fb of 1,000 psi. Not recommended for pours greater than 4 feet in height.

Concrete Lift Height

1) Factor of safety against tensile failure of tie is 1.5 or more.Ref. No. Steel Gauge 18 18 18 18 18 18 14 Dimensions 5/8 5/8 5/8 5/8 5/8 5/8 11/16 W L Wedge

2' 6 1' 6 1' 0 0' 9

1x

Level 1

4' 0 3' 0 2' 0 1' 6

2x

-- -2' 6 1' 6 1' 0

1x

Level 2

1) May be used with either 3/4 or 1-1/2 forming materials. 2) Breaking strength is approximately 775 pounds. Space as necessary to prevent form blow-out.

WT6 WT8 WT10 WT12 -- --- -W1

10-5/8 12-5/8 14-5/8 16-5/8 19 21 3-5/8

(2) WG (2) WG (2) WG (2) WG (2) WG (2) WG -- --

Footing Width or Wall Thickness 6 8 10 12 14 16 -- --

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35

Foundation Anchors FA3 & ST seriesUplift F2

FA3 For installation into concrete slabs. The FA3 features a split flange for nailing to both mudsill and stud for greater framing versatility. ST1-TZ For installation into concrete slab or poured stemwalls. Both models feature a prebent base flange to assure proper anchoring into concrete. For concrete/masonry installations, refer to the FA & ST Foundation Anchors Technical Bulletin. ST2-TZ For installation into concrete slab, poured stemwalls or concrete masonry. Both models feature a prebent base flange to assure proper anchoring into concrete. Do not use in red clay brick. Materials: See chart Finish: G90 galvanizing Options: FA3 is available in Triple Zinc. To order, add TZ to end of stock number, as in FA3-TZ. Codes: NER 530, FL822, L.A. City RR 25337 Installation: Use all specified fasteners. See Product Notes, page 16. Use a minimum of two anchors per mudsill. An anchor should always be within 12 of the end of each mudsill section. Follow spacing guidelines in chart. Do not rely on these anchors to secure concrete sections together between cold joints. For FA3 insert into wet concrete (minimum strength of 2,000 psi). Place mudsill after concrete cures. Secure flanges to sill (and stud, if applicable), bending flanges as needed to achieve a tight fit. Fasten as directed in chart. For ST1-TZ and ST2-TZ spread sill flanges to mudsill width prior to insertion into wet concrete (minimum strength of 2,000 psi). Alternate installation is possible by inserting unbent flanges through 3/4 center hole predrilled in mudsill. Foundation anchors may also be attached to mudsill and then inserted into wet concrete. When installing ST2-TZ into concrete block, fill cells with grout with a minimum strength of 2,000 psi. Concrete block edges may need to be beveled to facilitate installation. For additional installation details and information on mudsill anchors refer to ST Foundation Anchors Technical Bulletin. ST2-TZ in masonry construction shall be installed in the core of the block and grouted with concrete grout designed for that purpose. In no case, shall they be installed in a mortar joint.10

F1

Min. embed 8 1/2

Concrete & Mason r y

Copyright 2007 USP Structural Connectors

Typical ST1-TZ installation in concrete

Alternate ST1-TZ installation with 3/4center hole

Alternate ST2-TZ installation with 3/4 center hole in mudsill

Spread sill flanges to sill width prior to insertion into wet concrete

18

ST1-TZ

ST2-TZ

DO NOT install ST1-TZ and ST2-TZ without pre-bending sill flanges in Y configuration

continued on next page

36

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Foundation Anchors FA3 ST series continued Foundation Anchors FA3 & & ST series1 1/2 4 5/8 Embossed lines provide guide for matching to edge of form board

F1

Uplift

5 3/4F3

4 min. embed

1 Copyright 2007 USP Structural Connectors

FA3

Typical FA3 installation to mudsill and studFastener Schedule 2 Min. Embed.4 (E) 8-1/2 16-1/2 4

Typical FA3 installation in concreteAllowable Loads (Lbs.)1 DF-L / SP

F2

Concrete & Mason r y

Alternate FA3 installation

Plate Size 2x4-6 2x4-6 2x4-6-8

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148 diameter) by 1-1/2 long. 8d x 1-1/2 nails are 11 gauge (0.131 diameter) by 1-1/2 long. 3) Anchor spacing and design loads assume treated Douglas Fir-Larch with Fc perpendicular @ 625 psi; replaces code prescribed 1/2 anchor bolt with standard washer, spaced 6 ft. on center. 4) If installed in the alternate configuration, the ST1-TZ shall be embedded 11 and ST2-TZ 19. *When a 2 x 8 mudsill is used for ST1-TZ or ST2-TZ, maximum spacing is 3 feet unless alternate installation is used.

USP Stock No. ST1-TZ ST2-TZ FA3

MAB15Z MAB23Z MAS

Ref. No.

Steel Gauge 18 18 16

Mudsill Top (4) 8d x 1-1/2 (4) 8d x 1-1/2 (4) 10d x 1-1/2

Mudsill Side (4) 8d x 1-1/2 (4) 8d x 1-1/2 (2) 10d x 1-1/2

Max. Spacing3 (Feet) *5-1/2 *5-1/2 5-1/2

133% 160% 133% 160% 133% 160% 133% 160% 565 565 840 565 565 840 670 670 705 745 745 705 670 670 735 745 745 750 825 825 1155 825 825 1155

F1

F2

F3

Uplift

FA3 Form board installation

Foundation Anchors SFA & SFJA seriesF1

SFA Mudsill anchors for retrofit applications. Features a slotted bend line for easy field adjustment when foundation walls are slanted. SFJA Ties floor joists directly to foundations with bolt fastening. Materials: 12 gauge Finish: G90 galvanizing Installation: Use all specified fasteners. See Product Notes, page 16. A design professional must specify anchor bolt type, length, and embedment. Anchor bolts are laterally loaded. See pages 30 & 31 for CIA-EA or CIA-GEL 7000 for epoxy information. Allowable loads assume a minimum concrete compressive strength of 2,000 psi.Fastener Schedule USP Stock No. SFJA SFA6 SFA8 Steel Gauge 12 12 12 Anchor Bolts (1) 5/8 (2) 1/2 (2) 1/2

Uplift

Typical SFA installation Typical SFJA installation1 1/2

5 6 86

Framing Bolts 133% -- -875 875

Allowable Loads (Lbs.)1 F1 DF-L / SP Uplift

SFA6

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148 diameter) by 1-1/2 long.

FJA FA6 FA8

Ref. No.

-- -(7) 10d x 1-1/2 (7) 10d x 1-1/2

Nails 2

(2) 5/8 -- --- --

160% -- -875 875

133% 1305 -- --- --

160% 1305 -- --- --

6 1/2

7

6

1 1/2

8

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SFA8USP2000-071

37

Laminated Beam Seats KGLB, KGLBT, & KHGLB series1/2 Min. clearance

KGLB Single bolt, bearing only. KGLBT Double bolt with Structural Tee provides uplift and horizontal resistance. KHGLB Double bolt design provides uplift and horizontal resistance. Materials: Flanges 1/ 4 steel Bearing Plate See chart Anchor dowels 3 4 x 12 rebar Finish: USP primer Options: Consult USP for non-catalog variations. Codes: ICBO 2725, L.A. City RR 25104 Installation: Use all specified fasteners. See Product Notes, page 16. Bolt holes shall be a minimum of 1 32 to a maximum of 1 16 larger than the bolt diameter. Concrete or masonry walls must be checked by a design professional for adequacy to resist lateral or uplift loads transferred from the beam seat anchor.USP Stock No. KGLB5A KGLB5B KGLB5C KGLB5D KGLB7A KGLB7B KGLB7C KGLB7D Dimensions Ref. No. GLB5A GLB5B GLB5C GLB5D GLB7A GLB7B GLB7C GLB7D W 5-1/4 5-1/4 5-1/4 5-1/4 6-7/8 6-7/8 6-7/8 6-7/8 L 7 7 7 7 9 9 9 9 T 1/4 3/8 3/8 3/8 1/4 3/8 3/8 3/8 D 5 6 7 8 5 6 7 8 Bolt Schedule (1) 5/8 (1) 5/8 (1) 5/8 (1) 5/8 (1) 3/4 (1) 3/4 (1) 3/4 (1) 3/4 Masonry @ 375 psi 2 11790 14145 16505 18860 15525 18630 21735 24840

Uplift

Bearing Plate

F2

3W

Concrete pilaster Rebar welded to bearing plate Copyright 2007 USP Structural Connectors

T D L 12

Concrete & Mason r y

Typical KGLB installation1 1/2 1 1/4W 3 3

3 1/2

D L

T

KGLBAllowable Bearing Loads (Lbs.)1,4,5 Concrete 11790 14145 16505 18860 15525 18630 21735 248403

4 12

3 1/2Structural tee

KGLBT1 1/4 1 1/2 3 T DL

W

3

1) Beams must fully bear on plates. 2) The loads are based on the bearing value listed times the bearing area equal to W x D. (Note that full bearing plate area is not used.) Bearing loads shall be reduced where limited by wood bearing on the plate. 3) The loads on concrete are based on allowable wood bearing stress perpendicular to the grain of 460 psi and actual beam width times beam bearing length. 4) Designer shall specify minimum edge and spacing requirements in masonry or concrete structure. 5) Concrete or masonry support structure is assumed adequate to support loads listed.

2 1/2 2 1/2

KHGLBDimensions USP Stock No. Range W Allowable Bearing Loads (Lbs.)1,5 Bolt Masonry Schedule @ 375 psi (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 18750 22500 26250 30000 24750 29250 27200 32145 27200 32145 On Concrete with Beam Width 6-3/4 15525 18630 21735 24840 17080 20185 17080 20185 17080 20185 8-3/4 20125 24150 28175 32200 22140 26165 22140 26165 22140 261652

F23,4

KHGLBA KHGLBB KHGLBC KHGLBD KGLBT512 KGLBT612 KGLBT516 KGLBT616 KGLBT520 KGLBT620

1) Beams must fully bear on plates. 2) The loads on concrete are based on allowable wood bearing stress perpendicular to the grain of 460 psi and actual beam width times beam bearing length. 3) Allowable loads have been increased 33-1/3% and 60% for wind or seismic loads and are based on bolt in wood values only. Loads assume concrete or masonry structure is adequate to resist loads in those directions. Bolts must be ordered 4) Loads must be be reduced if the allowable lateral load (F2) for masonry or concrete column governs. separately. See page 26 5) Designer shall specify minimum edge and spacing requirements in masonry or concrete structure.

Ref. No. HGLBA HGLBB HGLBC HGLBD GLBT512 GLBT612 GLBT516 GLBT616 GLBT520 GLBT620

3-1/4 to 9 3-1/4 to 9 3-1/4 to 9 3-1/4 to 9 3-1/4 to 11 3-1/4 to 11 3-1/4 to 15 3-1/4 to 15 3-1/4 to 19 3-1/4 to 19

D 5 6 7 8 5-1/4 6-1/2 5-1/4 6-1/2 5-1/4 6-1/2

L T 10 3/8 10 3/8 10 3/8 10 3/8 12 5/16 12 3/8 16 5/16 16 3/8 20 5/16 20 3/8

5-1/8 11790 14145 16505 18860 12965 15325 12965 15325 12965 15325

10-3/4 -- --- --- --- -27200 32145 27200 32145 27200 32145

133% 8745 8745 8745 8745 8745 8745 8745 8745 8745 8745

160% 9870 9870 9870 9870 9870 9870 9870 9870 9870 9870

Min. 3-1/8 Beam Width (W) 133% 3255 3255 3255 3255 3255 3255 3255 3255 3255 3255 160% 3905 3905 3905 3905 3905 3905 3905 3905 3905 3905

Uplift 3

for available sizes.

38

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Laminated Beam Seats KGLB, KGLBT, & KHGLB series Floor Girder Hangers KGH series

Connects girder beams to foundation walls and eliminates the need to block out pockets or inserts while forming foundation. Materials: Finish: Options: Codes: 12 gauge USP primer Consult USP for non-catalog design variations. ICBO 2725, L.A. City RR 25104

Copyright 2007 USP Structural Connectors

Installation: Use all specified fasteners. See Product Notes, page 16. H dimension assumes 2x mudsill. For 3x or larger mudsill, please contact factory. The 11 2 hole, centered in the saddle, allows for installation over any protruding foundation bolts. This is not required. Placement of a wood sill over the top of the KGH top flange is required to achieve allowable loads.Girder Size USP Stock No. Steel Gauge 12 12 12 12 12 12 12 12 Dimensions W L D S H Fastener Schedule1 (4) 16d (4) 16d (4) 16d (4) 16d (4) 16d (4) 16d (4) 16d (4) 16d Allowable Loads (Lbs.) 100% 2035 2035 2035 2035 2035 2035 2035 2035 DF-L / SP 125% 2035 2035 2035 2035 2035 2035 2035 2035

Concrete & Mason r y

Typical KGH installation

4x6 4x6 4x8 4x8 6x6 6x6 6x8 6x8

1) Minimum header thickness shall be 1-5/8 for 16d nails.

KGH46-6 KGH46-8 KGH48-6 KGH48-8 KGH66-6 KGH66-8 KGH68-6 KGH68-8

GH46-6 GH46-8 GH48-6 GH48-8 GH66-6 GH66-8 GH68-6 GH68-8

Ref. No.

3-9/16 3-9/16 3-9/16 3-9/16 5-1/2 5-1/2 5-1/2 5-1/2

5 5 5 5 6-1/4 6-1/4 6-1/4 6-1/4

3-1/4 3-1/4 3-1/4 3-1/4 3-1/4 3-1/4 3-1/4 3-1/4

6 8 6 8 6 8 6 8

4 4 6 6 4 4 6 6

L

1

H S W D

Specialty Options Chart refer to Specialty Options pages 206 to 209 for additional details.Option Allowable Loads Ordering Range Skewed1,2 1 to 45 Saddle -- -100% of table load per side.

KGH

1) Skewed hangers with skews greater than 15 may have all joist nailing on outside flange. 2) Skewed hangers with skews greater than 15 require the joist end to be bevel cut.

Add SK, angle required, and right (R) or left (L), to product number. Ex. KGH46-6SK45R

100% of table load.

Add SA, and saddle width required to product number. Ex. KGH46-6SA=5-1/2

Retro Plate RP6Uses heavy gauge HRPO steel and a large surface area to distribute seismic forces on masonry exteriors. Materials: 3/8 plate Finish: USP primer Installation: Install with a 3/4 diameter steel threaded rod.USP Stock No. RP6

MTS27B

3 63/4 dia. threaded rod

RP6

Ref. No.

3 6

RP6

Typical RP6 installation

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39

Holdowns

Predeflected Holdowns . . . . . . . . Page 41 PHD Series Innovative design increases holdown stiffness. Connects to wood post with WS series wood screws.

PHD

Tension Ties . . . . . . . . . . . . . . . Pages 42-43 HTT Series Heavy tension tie. Bolts to foundation and nails to post. LTS Series & LTTI31 Light- capacity tension tie. Bolts to foundation and nails to post. MTS27B Heavy- capacity tension tie. Bolts to foundation and nails or bolts to post.MTS27B Copyright 2007 USP Structural Connectors

HTT

LTS

LTTI31

Holdowns . . . . . . . . . . . . . . . . . Pages 44-46 TD & TDX Series Standard holdown. Connects to post with bolts.

Holdowns

UPHD8 High capacity holdown. Connects to post with wood screws.

TD

TDX

UPHD8

Foundation Straps . . . . . . . . . Pages 47-50 HPAHD, MPAHD, PAHD42 Embedded strap holdowns for solid end posts. LSTAD & STAD Series Embedded strap holdowns for built-up 2x end posts. TA Series Straps through masonry foundation wall.HPAHD/ MPAHD LSTAD/ STAD

PAHD42

TA

Purlin Anchors. . . . . . . . . . . . Pages 51-52 HPA, PA, PAI, PAT, PATM Series Embedded strap for concrete to purlin connections.HPA/PA PAI PAT PATM

Concrete Angles. . . . . . . . . . . . . . . Page 53 TDL Series Light- capacity foundation strap. Bolts to foundation and nails or bolts to post.

TDL

Holdowns . . . . . . . . . . . . . . . . . . . . . Page 53 TDS Series Holdowns for cold formed steel construction.

TDS

40

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Holdowns Predeflected Holdowns PHD series

Innovative double lap design increases holdown stiffness and fastener shear values. Reduces eccentricity in the studs/post decreased centerline dimension. No thru-bolts to countersink. Materials: 12 gauge Finish: G90 galvanizing Codes: NER 564, FL817 Installation: Use all specified fasteners. See Product Notes, page 16. Place the PHD over the anchor bolt. No washer is required. Install with USPs code evaluated WS3 (1/4 x 3) Wood Screws, which are provided with the holdown. Tighten anchor bolt nuts finger tight snug to base, plus 1/3 to 1/2 additional turns with a wrench. To prevent loosening of the anchor nut during critical loading, use a locking nut or tighten a second nut over the first to lock nuts in place. PHD Predeflected Holdowns may be installed off sill plate with no load reduction. The design engineer may specify any alternate anchorage calculated to resist the tension load for a specific application. Anchorage exposure length should take the bearing plate height of 1 5/8 into account, anchor bolt thread should visibly extend above nut. If used to anchor a built-up post, such as a double 2 x 4, the post component shall be designed to act as a single unit. Holdown fasteners specified shall not be considered to attach multiple plys together. For anchorage options see STBL Anchor Bolt section on pages 34-35.

Copyright 2007 USP Structural Connectors

Typical PHD5 installation

Holdowns

Typical PHD5 concrete wall offset installation

W

Double lap back increases overall stiffness and fastener shear values

H CL 1 5/8

Slotted seat design allows adjsutment for mislocated anchor bolt

D

PHD5

Dimensions USP Stock No. Steel Gauge 12 12 12 12

Fastener Schedule Anchor 3 Bolts (1) 5/8 (1) 5/8 (1) 7/8 (1) 7/8 Wood 7 Screws

DF-L / SP 133% 4230 5920 7155 8295

Allowable Loads (Lbs.) 1,2,5,8

S-P-F 160% 3600 5040 6480 8640

PHD2 PHD5 PHD6 PHD8

1) Allowable loads are based on the 1997 NDS. 2) Allowable loads have been increased 33-1/3% or 60% for wind and seismic loads; no further increase shall be permitted. 3) The designer must specify anchor bolt type, length, and embedment. 4) Deflections are derived from static, monotonic load tests of devices connected to DF-L wood members with specified fasteners. 5) The designer shall consider the effect of compression, bearing, tension, and combined bending due to device eccentricity when applicable. 6) The PHD may be elevated off the sill. 7) WS3 wood screws are 1/4 x 3 and are included with PHD models. 8) Minimum post thickness is 3. Consult USP for installations less than 3.

Ref. No. PHD2-SDS3 PHD5-SDS3 PHD6-SDS3 -- --

W 3-1/4 3-1/4 3-1/4 3-1/4

H 7-1/2 10-7/8 13-1/16 16-1/2

D 3 3 3 3

CL 1-3/8 1-3/8 1-3/8 1-3/8

(10) WS3 (14) WS3 (18) WS3 (24) WS3

160% 4770 6125 7155 8295

133% 3000 4200 5400 7200

Deflection at 133% Allowable Design Load4,6 0.039 0.049 0.048 0.054

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41

Tension Ties HTT series, LTS series, LTTI31, & MTS27B

HTT series Secures multi-ply studs or posts to mudsills or foundation. Nail fastening makes for a convenient connection to studs or posts in cramped retrofit installations. LTS series The LTS19 is designed for nail-on installation to 2x joists or studs, and the LTS20B provides a nail or bolt fastening option. The LTS20B and LTS20 will accommodate wood I-Joists if 10d x 11 2 nails are used instead of the specified 16d nails. LTTI31 An open web joist tension tie designed for use with masonry or concrete construction. Copyright 2007 USP Structural Connectors

MTS27B Accommodates more demanding wood-to-concrete connections. The heavy 10 gauge strap and riveted heavy-duty holdown provides a strong connector for either bolt or nail fastening to joists or studs. Materials: See chart Finish: HTT30, HTT50 USP primer; HTT16, HTT22, LTS, LTTI31, & MTS27B G90 galvanizing Codes: ICC-ES ESR-1178, NER 530 & NER 608, ICBO 5531, FL821, FL822, L.A. City RR 25337 & RR 25357 Installation: Use all specified fasteners. See Product Notes, page 16. Use all specified fasteners to attach the strap portion of the connector to the side of stud, post, joist, purlin, or beam. Secure the base to the concrete or masonry wall with specified anchor bolt. A design professional shal