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Problem Solved!Product Catalog57 th Edition

TABLE OF CONTENTSCorrosion Information . . . . . . .8-9Design Notes . . . . . . . . . . . . . .12Product Information . . . . . . .7, 10Product Notes . . . . . . . . . . . . . .11Reference Number Index . . . . . .6USP Index . . . . . . . . . . . . . . . .4-5Installation Notes . . . . . . . . . . .13FastenersSection Overview . . . . . . . . . .14Bearing Plates . . . . . . . . . . . . . .17Bolts . . . . . . . . . . . . . . . . . . . . .17Nails . . . . . . . . . . . . . . . . . . .15-16Wood Screws . . . . . . . . . . . .18-21Lumberlok Screws . . . . . . . . . .22Concrete & MasonrySection Overview . . . . . . . . . .23Mechanical & Adhesive Anchors. . . . . . . . . . . . . . . . . . . . . . .24-27Anchor Bolts . . . . . . . . . . . .28-30Concrete Form Ties & Wedge .30Floor Girder Hangers . . . . . . . .35Foundation Anchors . . . . . . .31-33Laminated Beam Seats . . . . . .34Retro Plates . . . . . . . . . . . . . . .35Threaded Rods . . . . . . . . . . . . .28HoldownsSection Overview . . . . . . . . . .36Cold Formed Steel Holdowns . .48Concrete Angles . . . . . . . . . . . .48Foundation Straps . . . . . . . .42-46Holdowns . . . . . . . . . . . .37, 39-41Purlin Anchors . . . . . . . . . . .46-47Tension Ties . . . . . . . . . . . . . . .38Caps & BasesSection Overview . . . . . . . . . .49Column Bases . . . . . . . . . . .54-56Column Caps . . . . . . . . . . . .60-63Composite Post Bases . . . . . . .59Elevated Post Bases . . . . . .52-53Lally Column Caps . . . . . . .59-60Post Anchors . . . . . . . . . . . .50, 56Post Caps . . . . . . . . . . . . . .57-59Wet Post Anchors . . . . . . . . . . .51Angles & StrapsSection Overview . . . . . . . .64-66Coiled Strapping . . . . . . . . . . . .77Connector Straps . . . . . . . . .86-87Corner Braces . . . . . . . . . . . . . .75Framing Clips . . . . . . . . . . . . . .73Framing Plates & Angles . . .67-71Header Hangers . . . . . . . . . . . .73Heavy Angles . . . . . . . . . . . .74-75Knee Braces . . . . . . . . . . . . . . .87Lateral Joist Connectors . . . . . .74Masonry Straps . . . . . . . . . .85-86Ornamental Connectors . . . . . .76Pre-Bent Straps . . . . . . . . . . . . .82Straps . . . . . . . . . . . . . . .76, 78-82Stud Plate Ties . . . . . . . . . . . . .72Twist Straps . . . . . . . . . . . . .83-84Wood Foundation Straps . . . . .83HangersSection Overview . . . . . . . .88-90Face Mount Hangers . . . . .91-100Masonry Hangers . . . . . . .113-117Panel & Purlin Hangers . .110-112Top Mount Hangers . . . . .101-106Slope & Skew Hangers . .106-109EWP HangersSection Overview . . . . . .118-120Adjustable Connectors . . . . . .142EWP Installation Guide . .121-122Face Mount Hangers . . . .123-129Glulam Hangers . . . . . . . .144-151Slope/Skew Hangers . . . . . . .143Top Mount Hangers . . . . .130-141Truss & Rafter TiedownsSection Overview . . . . . . . . .152Truss Anchors . . . . . . . . .153-157Girder Tiedowns . . . . . . . .159-161Hurricane Gusset Angles . . . .162Hurricane/Retrofit Connector . . . .. . . . . . . . . . . . . . . . . . . . .162- 163Rafter Ties . . . . . . . . . . . .163-165Masonry Uplift Connectors . . .161Moisture Barrier Plates . . . . . .153Uplift Girder Ties . . . . . . .157-159Plated TrussSection Overview . . . . . .166-167Alternate Installations . . . . . . .187Blocking Supports . . . . . . . . . .183Drag Strut Connectors . . . . . .186Field Splice Kits . . . . . . . . . . .184Girder Truss Hangers . . .178-180Hip/Jack Connectors . . . .176-177Roof Truss Ties . . . . . . . . . . . .183Skewed Truss Hangers . .174-175Supplemental Bearing Plates .182Truss Clips . . . . . . . . . . . .180-181Truss Hangers . . . . . . . . .168-173Truss Spacers . . . . . . . . .185-186MiscellaneousAngles . . . . . . . . . . . . . . . . . . .196Bridging . . . . . . . . . . . . . .188-189Corner Tie . . . . . . . . . . . . . . . .200Deck Connectors . . . . . . .195-197Drywall Clip . . . . . . . . . . . . . . .199Fence Hardware . . . . . . .192-194Hoist Plates . . . . . . . . . . . . . . .198Insulation Supports . . . . . . . . .199Mending Plates . . . . . . . . . . . .200Nail Plates . . . . . . . . . . . . . . . .200Plastic Post Caps . . . . . . . . . .198Plywood Clips . . . . . . . . . . . . .199Protection Plates . . . . . . . . . . .190Ridge Rafter . . . . . . . . . . . . . .202Shelf Brackets . . . . . . . . . . . . .198Stair Angles . . . . . . . . . . . . . . .197Stud Shoes . . . . . . . . . . . . . . .192TT Products . . . . . . . . . . 201-202Wall Bracing . . . . . . . . . . . . . .191Wall Ties . . . . . . . . . . . . . . . . .198Manufactured Housing . . . .203Lateral Systems . . . . . . .204-207Specialty Options . . . . . . . .208-212Corrosion Resistant Products. . . . . . . . . . . . . . . . . . . . .213-214© Copyright 2013 USP Structural Connectors ®WARRANTYMiTek USA, Inc. (“MiTek”) warrants its USP catalog Products to be free from materialdefects in manufacture and design, and further warrants that they will perform within thedesign limitations of its published building code approvals for the applications described,when properly installed and maintained. These warranties do not cover Productdeterioration due to environmental conditions, Products that have be modified or damaged,improperly installed or used outside of published design limitations or for other applications.In the event any Product is shown to not conform to these warranties, USP’s soleobligation, and Customer’s sole and exclusive remedy, shall be, at USP’s option, to replacethe non-conforming product or refund the full purchase price paid by Customer to USPtherefor. USP MAKES NO OTHER PRODUCT WARRANTIES, EXPRESS OR IMPLIED,OF ANY KIND, AND PARTICULARLY EXCLUDES ANY IMPLIED WARRANTY ORMERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. IN NO EVENTSHALL USP BE LIABLE FOR INCIDENTAL, CONSEQUENTIAL OR SPECIAL DAMAGES,REGARDLESS OF THE LEGAL THEORY OF RECOVERY, EVEN IF IT WAS AWARE OFTHE POSSIBILITY OF SUCH DAMAGES. IN ANY CASE, USP’s MAXIMUM LIABILITYSHALL NOT EXCEED THE PURCHASE PRICE PAID BY CUSTOMER FOR THENON-CONFORMING PRODUCT. Some states restrict consequential or other liabilitydamage limitations, so some of the above limitations may not apply to you. MiTek reservesthe right to change this warranty periodically. Consult MiTek’s websitewww.uspconnectors.com or contact MiTek for a current warranty statement.231-800-328-5934 • www.USPconnectors.com

USP INDEXA3 Angle Clip . . . . . . . . . . . . . . .70-71AB Anchor Bolts . . . . . . . . . . . . . . .30AC Angle Clips . . . . . . . . . . . . . .70-71Alternate Installations . . . . . . . . .187ANJ44S Heavy Angles . . . . . . . . . .74APB Post Base . . . . . . . . . . . . . . . .53B Bolts . . . . . . . . . . . . . . . . . . . . . . .17B Corner Braces . . . . . . . . . . . . . . .75BC Post Cap . . . . . . . . . . . . . . . . . .58BD Bolt Down . . . . . . . . . . . . . . . .196BL Corner Braces . . . . . . . . . . . . . .75BN Breakfast Nook Hangers . . . . .176BP Bearing Plates . . . . . . . . . . . . . .17BPH Beam & Purlin Hangers . . . .130,. . . . . . . . . . . . .134, 136-138, 140-141C Post Caps . . . . . . . . . . . . . . . . . .58CBE Column Bases . . . . . . . . . . . .55CBSQ Column Bases . . . . . . . . . . .56CLPBF Butterfly Hanger . . . . . . . .170CMST Coiled Strapping . . . . . . . . . .77CMSTC16 Coiled Strapping . . . . . .77Corrosion Resistant Products 213-214CPB Composite Post Bases . . . . . .59CSH Concealed Stringer Hanger .197D Post Anchors . . . . . . . . . . . . . . . .56DC1 Drywall Clip . . . . . . . . . . . . . .199DC50 Deck Clip . . . . . . . . . . . . . . .196DSC4 Drag Strut Connector . . . . .186DTB-TZ Deck Tie Bracket . . . . . . .195DTC Truss Anchor . . . . . . . . . . . . .157DTUS Undersaddle Hanger . . . . . .112DUC Ductile Undercut Anchors . . . .26EA Adhesive (CIA-EA) . . . . . . . . . .25EBG44 Elevated Post Base . . . . . .52EPB Elevated Post Bases . . . . . . .52EPBH Elevated Post Base . . . . . . .52EPCM End Post Caps . . . . . . . . . . .57ERB24 Fence Bracket . . . . . . . . .193EWP Hanger Selector Guide . . . . .118EWP Installation . . . . . . . . . . .121-122FA3 Foundation Anchors . . . . . . . . .31FB Fence Brackets . . . . . . . . . . . .193FC Fence Bracket . . . . . . . . . . . . .193FHD26 Panel Hanger . . . . . . . . . . .111FRB Fence Brackets . . . . . . . . . . .193FS Truss Field Splice Kits . . . . . . .184FSS Truss Field Splice Kits . . . . . .184FT Concrete Form Ties . . . . . . . . . .30FTC Floor Truss Clips . . . . . . . . . .181GEL Epoxy (CIA-GEL Series) . . . . .24GHF Glulam Face Mount Hangers 145GT Girder Truss Hangers . . .178-179GTD Girder Truss Hangers . .178-179GTS Girder Truss Hangers . .178-179GTQ/GTQM Girder Truss Hangers 180GTWS Girder Truss Hangers . . . .179Hanger Selector Guide . . . . . . . . .88*****HBPS Bearing Plates . . . . . . . . . . .17HC520 Hurricane/Seismic Anchor . . . .. . . . . . . . . . . . . . . . . . . . . . . .163,165HCPRS Hurricane/Seismic Anchors . .. . . . . . . . . . . . . . . . . . . . . . . .163, 165HD Face Mount Hangers . . . .93-100,. . . . . . . . . . . . . . . . . . . .123, 127-129HDO Top Mount Hangers 101, 103-105HDQIF Inverted Flange Hangers . .93,. . . . . . . . . . . . . .96-100, 124, 128-129HFS Straps . . . . . . . . . . . . . . . . . . .82HFX Hardy Frame Panels & BraceFrames . . . . . . . . . . . . . . . . . . . . .204HGA Hurricane Gusset Angles . . .162HGU Girder Hanger . . . . . . . . . . .144HH Header Hangers . . . . . . . . . . . . 73HHC Hip/Hip Connectors . . . .176-177HHCP2 Hurricane/Seismic Anchor . . .. . . . . . . . . . . . . . . . . . . . . . . .163, 165HJC Hip/Jack Connectors . . .176-177HJHC Hip/Jack Connectors . .176-177HL Light Gauge Purlin Hangers . . . .. . . . . . . . . . . . . . . . . . . . . . . .102-103HLBH Beam Hangers . . . . . . . . .131,. . . . . . . . . . . . . . . . .136-138, 140-141HLPTA75 Truss Anchor . . . . . . . .154HPA Purlin Anchors . . . . . . . . . .46-47HPAHD Foundation Straps . . . .42-43HRS Strap Ties . . . . . . . . . . . . .78-80HTA Truss Anchors . . . . . . . .155-156HTC4 Heavy Truss Clip . . . . . . . .183HTHJ Hip/Jack Connectors . .176-177HTP Strap Ties . . . . . . . . . . . . . .78-79HTT Tension Ties . . . . . . . . . . . . . .38HTT14S Holdown . . . . . . . . . . . . . .48HTW Twist Straps . . . . . . . . . . .83-84HTWM Twist Straps . . . . . . . . . . . . .86HUGT Girder Tiedowns . . . . . . . . .161HUS Slant Nail Hangers . . .92, 94-96,. . . . . . . . . . . . . .98-99, 124, 128, 170HWUH Top Flange Hangers . .113-114ICPL Protection Plates . . . . . . . . .190IS Insulation Supports . . . . . . . . . .199JA Joist Angles . . . . . . . . . . . . .70-71JDS Purlin Hangers . . . . . . . . . . . .111JH Multi-Purpose Joist Hangers . .106JL Standard Joist Hangers .91, 94-95JLIF Inverted Flange Hangers . . . .91,. . . . . . . . . . . . . . . . . . . . . . . . . .94-95JN Power Nail Hangers . . . . . . . .203JN(E) Power Nail Hangers . . . . . .203JNP Mending Plates . . . . . . . . . . .200JPF Purlin Hangers . . . . . . . . . . . .110JUS Slant Nail Joist Hangers 92, 94-99KB Beam & Purlin Hangers . . . . .101,. . . . . . . . . . . . . . . . . . . . . . . .104,105KCB Column Base . . . . . . . . . . . . .55*****KCBQ Column Bases . . . . . . . . . . .54KCC Column Caps . . . . . . . . . . .62-63KCCC Column Caps . . . . . . . . . . . .63KCCO Column Caps . . . . . . . . . . . .63KCCOB Column Caps . . . . . . . . . . .63KCCT Column Caps . . . . . . . . . . . . .63KCCQC Column Caps . . . . . . . . . .61KCCQO Column Caps . . . . . . . . . .61KCCQOB Column Caps . . . . . . . . .61KCCQ Column Caps . . . . . . . . .60-61KCCQT Column Caps . . . . . . . . . . .61KECCQL End Column Caps . . . . . .61KECCQO End Column Caps . . . . .61KECCC End Column Caps . . . . . . .63KECCO End Column Caps . . . . . . .63KECCQ End Column Caps . . . .60-61KECC End Column Caps . . . . . .62-63KEG Glulam Beam Hangers . . . . .146KF Panel Hangers . . . . . . . . . . . . .110KGB Glulam Hangers . . . . . . . . . .147KGH Floor Girder Hangers . . . . . . .35KGLB Laminated Beam Seats . . . .34KGLBT Laminated Beam Seats . . .34KGLS Glulam Saddle Hangers . . .151KGLST Glulam Saddle Hangers . .151KGLT Glulam Beam Hangers . . . .148KHC Hinge Connectors . . . . .149-150KHCCT Hinge Connectors . . .149-150KHCST/KHCSTR Seismic Straps . . . .. . . . . . . . . . . . . . . . . . . . . . . .149-150KHCT Hinge Connectors . . . .149-150KHGB Glulam Hangers . . . . . . . . .147KHGLB Laminated Beam Seats . . .34KHGLS Glulam Saddle Hangers .151KHGLST Glulam Saddle Hangers 151KHGLT Glulam Beam Hangers . . .148KHHB Glulam Hangers . . . . . . . . .147KHL Heavy Angles . . . . . . . . . . . . .75KHSA Connector Straps . . . . . .86-87KHST Strap Ties . . . . . . . . . . . . . . .81KHW Top Flange Hangers 102,104-105KLB Beam & Purlin Hangers .101,103KLCC Lally Column Caps . . . . .59-60KLEG Glulam Beam Hangers . . . .146KMEG Glulam Beam Hangers . . .146KNS1 Protection Plate . . . . . . . . .190KRPS Strap Ties . . . . . . . . . . . . . . .81KSA Connector Straps . . . . . . . .86-87KSCT68 Corner Tie . . . . . . . . . . . .200KST Strap Ties . . . . . . . . . . . . . .78-80KSTI Strap Ties . . . . . . . . . . . . .78-80KTS Twist Straps . . . . . . . . . . . . .83-84KVB Knee Braces . . . . . . . . . . . . . .87KVBI Knee Braces . . . . . . . . . . . . .87L Straps . . . . . . . . . . . . . . . . . . . . . .76LBP Bearing Plates . . . . . . . . . . . . .17© Copyright 2013 USP Structural Connectors ®41-800-328-5934 • www.USPconnectors.com* New Products

1-800-328-5934 • www.USPconnectors.com6© Copyright 2013 USP Structural Connectors ®1-800-328-5934 • www.USPconnectors.comAbout the Reference NumbersReference numbers shown throughout thecharts in this catalog are part numbers whichmay be more familiar to customers in variousregions of the United States. These areincluded for the convenience of our newcustomers who have recently switched from acompetitor’s product line to USP.The reference numbers in this catalog are forgeneral application comparison only andshould not be used as a substitution tool.The user is responsible to compare specificload values, fastener schedules, materialspecifications, and other factors to determinesuitability of use for anyparticular product.A Angle . . . . . . . . . . . . . . . . . . . . . . . .48, 71, 75A34/A35 Anchor . . . . . . . . . . . . . . . . . . . . . . .68ABA/ABU Post Base . . . . . . . . . . . . . . . . . . .50AC/ACE Post Cap . . . . . . . . . . . . . . . . . . . . 58B Hanger . . . . . . . . . . .103-105, 134, 137-141BA Hanger . . . . . . . . . . . . . . . . . .134, 136-138BC Base . . . . . . . . . . . . . . . . . . . . . . . . . . . . .56BC Cap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .58BCS Cap/Base . . . . . . . . . . . . . . . . . . . . . . . .58BP Bearing Plate . . . . . . . . . . . . . . . . . . . . . .17BT Brick Tie . . . . . . . . . . . . . . . . . . . . . . . . .198CB Column Base . . . . . . . . . . . . . . . . . . . . . .55CBQ Column Base . . . . . . . . . . . . . . . . . . . . .54CBSQ Column Base . . . . . . . . . . . . . . . . . . .56CC Column Cap . . . . . . . . . . . . . . . . . . . . . . .62CCQ Column Cap . . . . . . . . . . . . . . . . . . . . .60CHC Component Hoist Clip . . . . . . . . . . . .198CMST Strap . . . . . . . . . . . . . . . . . . . . . . . . . .77CMSTC Coiled Strap . . . . . . . . . . . . . . . . . . .77CPS Composite Standoff . . . . . . . . . . . . . . .59CS Strap . . . . . . . . . . . . . . . . . . . . . . . . . . . .77DBTZ Deck Tie . . . . . . . . . . . . . . . . . . . . . .196DJT Deck Tie . . . . . . . . . . . . . . . . . . . . . . .195DPPC Decorative Post Cover . . . . . . . . . . .198DPT Deck Tie . . . . . . . . . . . . . . . . . . . . . . .195DS Drywall Stop . . . . . . . . . . . . . . . . . . . . .199DSC Drag Strut Connector . . . . . . . . . . . . .186DSP Double Stud Plate . . . . . . . . . . . . . . . . .72DTC Roof Truss Clip . . . . . . . . . . . . . . . . . .183DTT2Z Deck Tension Tie . . . . . . . . . . . . . . .195ECC/ECCU Column Cap . . . . . . . . . . . . . . .62ECCQ Column Cap . . . . . . . . . . . . . . . . . . . .60EG Hanger . . . . . . . . . . . . . . . . . . . . . . . . .146EPB Post Base . . . . . . . . . . . . . . . . . . . . . . .52EPB44T Post Base . . . . . . . . . . . . . . . . . . . .53EPC Post Cap . . . . . . . . . . . . . . . . . . . . . . . .57F Hanger . . . . . . . . . . . . . . . . . . . . . . . . . . .110FB Fence Bracket . . . . . . . . . . . . . . . . . . . .193FC Framing Clip . . . . . . . . . . . . . . . . . . . . . . .73FGTR Girder Tiedown . . . . . . . . . . . . . . . . .159FJA Anchor . . . . . . . . . . . . . . . . . . . . . . . . . .33FPBB44 E-Z Base . . . . . . . . . . . . . . . . . . .196FPBM44E E-Z Mender . . . . . . . . . . . . . . . .192FPBS44 E-Z Spike . . . . . . . . . . . . . . . . . . .192FSC Strap . . . . . . . . . . . . . . . . . . . . . . . . . .195GA Angle . . . . . . . . . . . . . . . . . . . . . . . . . . . .71GB Hanger . . . . . . . . . . . . . . . . . . . . . . . . .147GBC Gable Bracing . . . . . . . . . . . . . . . . . .165GH Hanger . . . . . . . . . . . . . . . . . . . . . . . . . .35GLB/GLBT Beam Seat . . . . . . . . . . . . . . . . .34GLS Hanger . . . . . . . . . . . . . . . . . . . . . . . .151GLT Hanger . . . . . . . . . . . . . . . . . . . . . . . . .148GLTV Hanger . . . . . . . .136-138, 140-141, 148H Hurricane Ties . . . . . . . . . . . . . . . . . .84, 165HB Hanger . . . . . . . . . . . . . .136-138, 140-141HCA Hinge Connector . . . . . . . . . . . . . . . .149HCP Hip Corner Plate . . . . . . . . . . . . . . . . .165HCSTR Strap . . . . . . . . . . . . . . . . . . . . . . .150HD Holdown . . . . . . . . . . . . . . . . . . . . . . . . .40HDB Holdown . . . . . . . . . . . . . . . . . . . . . . . .40HDQ Holdown . . . . . . . . . . . . . . . . . . . . . . . .41HDU Holdown . . . . . . . . . . . . . . . . . . . . .37, 41HETA Truss Anchor . . . . . . . . . . . . . . . . . . .156HETAL Truss Anchor . . . . . . . . . . . . . . . . .157HFN Hanger . . . . . . . . . . . . . . . . . . . . . . . .110HGA/HGAM Gusset Angle . . . . . . . . . . . . .162HGB Hanger . . . . . . . . . . . . . . . . . . . . . . . .147HGLB Beam Seat . . . . . . . . . . . . . . . . . . . . .34HGLS Hanger . . . . . . . . . . . . . . . . . . . . . . .151HGLT Hanger . . . . . . . . . . . . . . . . . . . . . . .148HGLTV Hanger . . . . . . . 136-138, 140-141, 148HGT Girder Tiedown . . . . . . . . . . . . . . . . . .161HGU Girder Hanger . . . . . . . . . . . . . . . . . .144HGUS Hanger . . . . . . . . . . . . . . .128-129, 169HH Hanger . . . . . . . . . . . . . . . . . . . . . . . . . .73HHB Hanger . . . . . . . . . . . . . . . .104-105, 147HHDQ Holdown . . . . . . . . . . . . . . . . . . . . . . .41HHUS Hanger . . . . . . . . . . . . . . .128-129, 168HIT Hanger . . . . . . . . . . . . . . . . .135-136, 138HL Angle . . . . . . . . . . . . . . . . . . . . . . . . . . . .75HL Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . .76HM Hurricane Tie . . . . . . . . . . . . . . . . . . . .163HPA Purlin Anchor . . . . . . . . . . . . . . . . . . . .47HRS Strap Tie . . . . . . . . . . . . . . . . . . . . . . . .80HS Hurricane Tie . . . . . . . . . . . . . . . . . . . . .165HST Strap . . . . . . . . . . . . . . . . . . . . . . . . . . .81HSUR/HSUL Hanger . . . . . . . . . . . . . . . . .109HT Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . .76HTC Heavy Truss Clip . . . . . . . . . . . . . . . .183HTPZ Strap Tie . . . . . . . . . . . . . . . . . . . . . . . .79HTS Twist Strap . . . . . . . . . . . . . . . . . . . . . .84HTSM Twist Strap . . . . . . . . . . . . . . . . . . . . .86HTT Tension Tie . . . . . . . . . . . . . . . . . . . . . .38HTU Hanger . . . . . . . . . . . . . . . . . . . . . . . .168HU Hanger . . . . . . . . . . . .94-100, 126-129,170HUCQ Hanger . . . . . . . . . . . .96-100, 128-129HUS Hanger . . . . . . . . .94-96, 98-99, 128, 170HUSTF Hanger . . . . . . . . . . . . . . . . . .103-104HUITF/HUTF Hanger . . . . . . . . . . . . . .103-105HW Hanger . . . . . . . . . . . . . . . . . . . . .104-105HWI Hanger . . . . . . . . . . . . . . . . .136-138, 141HWU Hanger . . . . . . . . . . . .136-138, 140-141ITS Hanger . . . . . . . . . . . . . . . . . . . . . .134-138IUS Hanger . . . . . . . . . . . . . . . . . . . . .126-127JB Hanger . . . . . . . . . . . . . . . . . . . . . . . . . .103L Angle . . . . . . . . . . . . . . . . . . . . . . . . . . . . .71L Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . . . .76LB Hanger . . . . . . . . . . . . . . . . . . . . . . . . . .103LBP Bearing Plate . . . . . . . . . . . . . . . . . . . .17LBV Hanger . . . . . . . . . . . . . . . . . . . . .134-139LCB Column Base . . . . . . . . . . . . . . . . . . . .55LCC Lally Column Cap . . . . . . . . . . . . . . . . .60LCE Post Cap . . . . . . . . . . . . . . . . . . . . . . . .58LEG Hanger . . . . . . . . . . . . . . . . . . . . . . . .146LGT Girder Tiedown . . . . . . . . . . . . . . . . . .160LGU Girder Hanger . . . . . . . . . . . . . . . . . . .144LPC Post Cap . . . . . . . . . . . . . . . . . . . . . . . .58LS Angle . . . . . . . . . . . . . . . . . . . . . . . . . . . .71LSCZ Stringer Connector . . . . . . . . . . . . . .197LSSU Hanger . . . . . . . . . . . . . . . . . . .107, 143LSTA Strap Tie . . . . . . . . . . . . . . . . . . . . . . .79LSTI Strap Tie . . . . . . . . . . . . . . . . . . . . . . . .79LSTHD Holdown . . . . . . . . . . . . . . . . . . . . . .44LSU Hanger . . . . . . . . . . . . . . . . . . . .107, 143LTA Truss Anchor . . . . . . . . . . . . . . . . . . . .153LTB Bridging . . . . . . . . . . . . . . . . . . . . . . . .188LTHJL/R Hanger . . . . . . . . . . . . . . . . . . . . .177LTHJM Hanger . . . . . . . . . . . . . . . . . . . . . .177LTP Framing Anchor . . . . . . . . . . . . . . . . . . .68LTS Twist Strap . . . . . . . . . . . . . . . . . . . . . . .84LTT/LTTI Tension Tie . . . . . . . . . . . . . . . . . .38LU Hanger . . . . . . . . . . . . . . . . . . . .94-95, 100LUC Hanger . . . . . . . . . . . . . . . . . . . . . . .94-95LUS Hanger . . . . . . . . . . . . . . . . . . . . . . .94-95MAB Mudsill Anchor . . . . . . . . . . . . . . . . . . .32MAS Mudsill Anchor . . . . . . . . . . . . . . . . . . .31MBHA Masonry Hanger . . . . . . . . . . . . . . .117MBHU Masonry Hanger . . . . . . . . . . . . . . .116MEG Hanger . . . . . . . . . . . . . . . . . . . . . . . .146META Truss Anchor . . . . . . . . . . . . . . . . . .156MGT Girder Tiedown . . . . . . . . . . . . . . . . . .160MGU Girder Hanger . . . . . . . . . . . . . . . . . .144MIT Hanger . . . . . . . . . . . . . . . . . . . . .134-139MIU Hanger . . . . . . . . . . . . . . . . . . . . .126-129ML Angles . . . . . . . . . . . . . . . . . . . . . . . . . .196MMH8 HurricaneTie . . . . . . . . . . . . . . . . . .203MMLU Hanger . . . . . . . . . . . . . . . . . . . . . . .203MP Mending Plate . . . . . . . . . . . . . . . . . . . .200MST Strap Tie . . . . . . . . . . . . . . . . . . . . . . . .80MSTA Strap Tie . . . . . . . . . . . . . . . . . . . . . . .79MSTAM Strap Tie . . . . . . . . . . . . . . . . . . . . .85MSTC Strap Tie . . . . . . . . . . . . . . . . . . . .79-80MSTCB Strap Tie . . . . . . . . . . . . . . . . . . . . .82MSTCM Strap Tie . . . . . . . . . . . . . . . . . . . . .85MSTI Strap Tie . . . . . . . . . . . . . . . . . . . . . . .80MTS Twist Strap . . . . . . . . . . . . . . . . . . . . . .84MTSM Twist Strap . . . . . . . . . . . . . . . . . . . . .86MUS Hanger . . . . . . . . . . . . . . . . . . . . .94, 170Nails . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15NCA Nailless Bridging . . . . . . . . . . . . . . . . .189NS Nail Stopper . . . . . . . . . . . . . . . . . . . . . .190OHA Hanger . . . . . . . . . . . . . . . . . . . . . . . . .76OL/OT/OHL/OHT Hangers . . . . . . . . . . . . . .76OS/OHS Hangers . . . . . . . . . . . . . . . . . . . . .76PA Holdown . . . . . . . . . . . . . . . . . . . . . . . . . .46PA Purlin Anchor . . . . . . . . . . . . . . . . . . . . . .47PAI Purlin Anchor . . . . . . . . . . . . . . . . . . . . .47PB/PBS Post Base . . . . . . . . . . . . . . . . . . . .51PC Post Cap . . . . . . . . . . . . . . . . . . . . . . . . .57PF Hanger . . . . . . . . . . . . . . . . . . . . . .110-111PGT Pipe GripTie . . . . . . . . . . . . . . . . . . . .194PGTIC Pipe GripTie . . . . . . . . . . . . . . . . . .194PS Strap . . . . . . . . . . . . . . . . . . . . . . . . . . . .81PSCA/PSCL Sheathing Clip . . . . . . . . . . . .199PSPNZ Protective Plate . . . . . . . . . . . . . . .190PWF24 Strap Tie . . . . . . . . . . . . . . . . . . . . . .83RBC Roof Boundary Clip . . . . . . . . . . . . . . .69RCPS Post Base . . . . . . . . . . . . . . . . . . . . . .52RCWB Wall Bracing . . . . . . . . . . . . . . . . . . .191RFB Retrofit Bolt . . . . . . . . . . . . . . . . . . . . . .28RP Retro Plate . . . . . . . . . . . . . . . . . . . . . . .35RPS Strap Tie . . . . . . . . . . . . . . . . . . . . . . . .81RR Connector . . . . . . . . . . . . . . . . . . . . . . .202RSP Stud Plate Tie . . . . . . . . . . . . . . . . . . . .72RTA/RTB/RTC/RTF/RTR/RTU Rigid Tie . .202S/A23 Angle . . . . . . . . . . . . . . . . . . . . . . . . .71S/H Hurricane Ties . . . . . . . . . . . . . . . . . . . .165S/HD Holdown . . . . . . . . . . . . . . . . . . . . . . . .48S/HTT Holdown . . . . . . . . . . . . . . . . . . . . . . .48S/LS Angle . . . . . . . . . . . . . . . . . . . . . . . . . .71S/LTT Holdown . . . . . . . . . . . . . . . . . . . . . . .48S/PSPN Nail Stopper . . . . . . . . . . . . . . . . .190SA Strap . . . . . . . . . . . . . . . . . . . . . . . . . . . .87SBV Shelf Bracket . . . . . . . . . . . . . . . . . . .198SD Screw . . . . . . . . . . . . . . . . . . . . . . . . . . .22SDS Screw . . . . . . . . . . . . . . . . . . . . . . . .18-21SP/SPH Stud Plate Tie . . . . . . . . . . . . . . . . .72SPECANGLE . . . . . . . . . . . . . . . . . . . . . . . . .75SS Stud Shoe . . . . . . . . . . . . . . . . . . . . . . .192SSP Single Stud Plate . . . . . . . . . . . . . . . . .72SSTB Anchor Bolt . . . . . . . . . . . . . . . . . . . . .29ST Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . .79STC Roof Truss Clip . . . . . . . . . . . . . . . . . .183STHD Holdown . . . . . . . . . . . . . . . . . . . . . . .45SUR/SUL Hanger . . . . . . . . . . . . . . . .108-109T Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . . . .76TA Staircase Angle . . . . . . . . . . . . . . . . . . .197TB Tension Bridging . . . . . . . . . . . . . . . . . .188TBE Truss Enhancer . . . . . . . . . . . . . . . . . .182TC Truss Connector . . . . . . . . . . . . . . . . . .181THA/THAC/THAI Hanger . . . . . . . . . .172-173THGB/THGBH Hanger . . . . . . . . . . . . . . . .178THGQ/THGQH Hanger . . . . . . . . . . . . . . . .180THJA Hanger . . . . . . . . . . . . . . . . . . . . . . .177THJM Hanger . . . . . . . . . . . . . . . . . . . . . . .176THJU Hanger . . . . . . . . . . . . . . . . . . . . . . .177TJC37 Truss Connector . . . . . . . . . . . . . . .174TP Tie Plate . . . . . . . . . . . . . . . . . . . . . . . . .200TS Twist Strap . . . . . . . . . . . . . . . . . . . . . . . .84TSB Truss Spacer . . . . . . . . . . . . . . . . . . . .185TSF Truss Spacer . . . . . . . . . . . . . . . . . . . .186TSP Stud Plate Tie . . . . . . . . . . . . . . . .84, 165TSS Truss Seat . . . . . . . . . . . . . . . . . . . . . .153TWB Wall Bracing . . . . . . . . . . . . . . . . . . . .191U Hanger . . . . . . . . . . . . . . . .94-100, 126, 128VB Knee Brace . . . . . . . . . . . . . . . . . . . . . . .87VPA Connector . . . . . . . . . . . . . . . . . . . . . .142W Hanger . . . . . . . . . . . . . . . . . . . . . . .103-104W Wedge . . . . . . . . . . . . . . . . . . . . . . . . . . . .30WB/WBC Wall Bracing . . . . . . . . . . . . . . . .191WM Hanger . . . . . . . . . .115, 134-137, 139-140WMI Hanger . . . . . . . . . . . . .137-138, 140-141WNP Hanger . . . . . . . . . . . . . . . . . . . .103-105WP Hanger . . . . . . . . . . . . . .134-135, 139-140WPI Hanger . . . . . . . . . . . . . . . . . . . . .135-141WPU Hanger . . . . . . . . . . . . . . . .134, 136-138WT Wedge Form Tie . . . . . . . . . . . . . . . . . . .30Z Clip . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .183REFERENCE NUMBER INDEX

PRODUCT INFORMATION© Copyright 2013 USP Structural Connectors ®Code EvaluationsMost USP structural products listed inthis catalog have been evaluated or arein the submittal stage for evaluation fromone or more of the following codeauthorities listed in the chart shown onthe right.Other code agencies may requirespecific reductions and limitations andmay have different load valuesthan those presented in this catalog. USPrecommends consulting specific codeevaluation or product acceptance criteriareports that govern in theapplicable area. Any questions aboutcurrent code listings should be directedto the Technical Assistance staff. USPcontinuously updates code reports toreflect new standards andrequirements. Visit USP’s Web Site,www.USPconnectors.com/codereports.htm,or specific code agencies web sites forcurrent listings.Code Watch“Code Watch” items are included tohighlight some sections of the modelbuilding codes that discuss the use ofproducts contained in this catalog. Theuser is strongly encouraged to consultwith a qualified design professional toreview the exact requirements of therelevant code references. Please notethat not all code sections relating to theuse of products contained in thiscatalog are included. In addition, somestates and local municipalities havedeveloped amendments to thereferenced code section. Shownreferences are for the 2012 InternationalResidential Code (IRC) and 2012International Building Code (IBC).CodeAgencySBC, UBC, NESLegacy ReportsIAPMO-ES ESRLA City -City ofLos Angeles,CaliforniaApprovalListingCodeRef.CodeAgencyApprovalListingCodeRef.2031C L1 FL578 F9ER-2039 L2 FL817 F12ER-2725 L3 FL820 F14NER-505 L5 FL821 F15NER-530 L6 FL822 F16NER-608 L8 FL10739 F19ESR-2266 1 FL11664 F20ESR-3444 2 FL1247 F22ESR-1702 4 State of FL2033 F23ESR-3445 5 Florida FL5631 F25ESR-3446 6 Product Approvals FL6223 F26ESR-1970 7 FL11748 F28ESR-3447 8 FL16091 F29ESR-2685 9 FL13285 F30ESR-3448 10 FL14500 F31ESR-3449 11 FL15143 F32ESR-2761 12 FL15456 F33ESR-2787 13 FL15458 F34ESR-3455 14 FL15955 F35ESR-3456 15 Metro Dade - NOA 10-0907.18 D1ESR-2089 16 Dade County, Florida NOA 11-0908.07 D8ESR-2362 17 Prescriptive Code -- -- 100ESR-3609 18 Submitted for Contact us for testER-0200 20Approvaldata110ER-0201 21 No Load Capacity -- -- 120ER-0311 22Contact us for testNo Code ListingRR 25843 R5data130RR 25976 R8 New products or updated productRR 25745 R9information are designated in red font.RR 25972 R10RR 25971 R11RR 25749 R12RR 25779 R13RR 25836 R14RR 25850 R15RR 25954 R161-800-328-5934 • www.USPconnectors.com7USP2241-131

CORROSION INFORMATIONTriple Zinc G-185Connectors, including anchors and fasteners,installed in corrosive environments or exposed tocorrosive materials, or chemicals, can be damagedpossibly resulting in the reduction of load capacity.The selection of the proper connector coating canbe a complicated task. Environments can varygreatly regionally and are also influenced byvariables such as fertilizer, animal waste, and wetcycle durations. If an electrolyte is present, such aswater, a metal will form an electric circuit with adissimilar metal and galvanic corrosion can takeplace. Zinc is the metal used in the hot-dipgalvanizing process due to its ability to sacrificeitself while protecting the base steel underneath.When the zinc and copper are in electrical contactwith each other the copper will have a tendency toextract electrons from the highly reactive zinc at agreater rate, therefore corrosion will take place at agreater rate. That being the case it is impossible toprescribe a reasonable uniform solution which willserve all environments adequately.Chemical producers in the treated wood industryagreed to discontinue the use of ChromatedCopper Arsenate (CCA) for most residentialapplications at the end of 2003. In place of CCA,treated wood suppliers use copper basedalternative treatment chemicals. Testing conductedby USP and others in the industry have concludedthe ACQ and Copper Azole wood treatments aremore corrosive to metals than traditionally usedCCA treatments are.USP Structural Connectors currently offers fivedifferent corrosion resistant finishes to cover arange of corrosion performance:G90 Galvanizing – galvanizing provides a prefabricationcoating of 0.90 ounces of zinc per squarefoot of surface area measured in accordance withASTM A 653.Triple Zinc (TZ) –galvanizing provides a prefabrication coating of1.85 (G-185) ounces of zinc per square foot ofsurface area measured in accordance with ASTMA 653.Required Fastener: Hot-dip galvanized fastenersHot-Dip Galvanized (HDG) – coating provides anafter-fabrication hot-dipped zinc coating. The coatingthickness is dependent on the connectormaterial, but generally ranges from 1.1 to 2.3ounces of zinc per square foot of surface. Hot-dipproducts meet requirements set forth in ASTM A123.Require Fastener: Hot-dip galvanized fastenersGold Coat (GC) –Gold Coat is a proprietary multi-layer protectionsystem. It is comprised of an organic top coat barrierlayer and a zinc layer placed over a steel substrate.Required Fastener: Gold Coat fasteners© Copyright 2013 USP Structural Connectors ®Hot-Dip GalvanizedRecently some wood preservative manufacturershave introduced new wood preservativeformulations.These formulations include new micronized copperproducts as well as carbon based PTI woodpreservatives.Structural Connectors Coating RecommendationsStainless Steel (SS) – is the best option forcorrosion protection. Quality stainless steel (316SSgrade steel) is used to fabricate connectors.Although costs are higher, some applications mayneed the virtual corrosion proof quality of stainlesssteel.Required Fastener: Stainless Steel fastenersAWPA Use Service Use Example Preservatives and Minimum CoatingCategory Conditions Environment Applications Retentions 6,7 Requirements 1,2,3,4UC1 Interior construction, Continuously protected from General framing,Above ground, weather or other sources of interior construction Untreated G90DrymoistureUC2 Interior construction, Protected from weather, but may be Sill plates SBX-DOT, Organic G90Above ground, subject to sources of moisture ACQ-D (0.25), CA-B (0.10), Triple Zinc (G-185) 8,9Damp CA-C (0.06), MCQ (0.25),µCA-C (0.05)UC3A Exterior construction, Exposed to all weather cycles, not Exposed exterior beams ACQ-D (0.25), MCQ (0.25), Triple Zinc (G-185) orAbove ground, exposed to prolonged wetting or columns in an open, CA-B (0.10), CA-C (0.06), USP Gold CoatRapid water runoff covered structure µCA-C (0.05), Organic8Gold CoatUC3B Exterior construction, Exposed to all weather cycles, Deck beams and joists ACQ-D (0.25), MCQ (0.25), Triple Zinc (G-185) orAbove ground, including prolonged wetting CA-B (0.10), CA-C (0.06), USP Gold CoatPoor water runoffµCA-C (0.05), OrganicUC4A Exterior construction, Ground contact or fresh water Deck posts ACQ-D (0.40), MCQ (0.40), Triple Zinc (G-185) orGround contact, exposed to all weather cycles CA-B (0.21), CA-C (0.15), USP Gold Coat 5General use µCA-C (0.14)UC4B Exterior construction, Ground contact, fresh or salt water Permanent wood ACQ-D (0.60), MCQ (0.60), Stainless SteelGround contact, exposed to all weather cycles foundations, critical CA-B (0.31), CA-C (0.25),Critical structural structural members µCA-C (0.23)Notes:1. G90 and G185 refer to galvanization requirements for ASTM A653 material.2. Connectors galvanized to ASTM A123 may be used in place of either G90 or G185 coatings.3. Other coating may be suitable for a given environment if the conditions are known and predictable.For Gold Coat connectors use Gold Coat fasteners, and for4. For G90 or G185 connectors use fasteners galvanized per ASTM A153. For Gold Coat connectors use Gold Coat fasteners, and for stainless steelstainless steel connectors use stainless steel fasteners.connectors use stainless steel fasteners.55. If the environment has the potential to contain elements which may make it more corrosive, the use of stainless steel is recommended.6. MCQ is a micronized copper treatment such as Micro Pro by Osmose. µCA-C is a dispersed copper treatment manufactured by Arch Treatment Technologies.Organic preservatives include L3 from Arch Treatment Technologies and EcoLife II from Viance, LLC.7. For wood treatments not shown contact USP or the wood preservative manufacturer for recommended coatings.8. Testing G90 connectors by USP with has MCQ found or µCA-C that in treated interior wood applications is appropriate. where the treated wood will remain relatively dry during its service life the use of G90 connectors withMCQ or µCA-C treated wood is appropriate.1-800-328-5934 • www.USPconnectors.com

CORROSION INFORMATION© Copyright 2013 USP Structural Connectors ®The structural connectors coating recommendations chart onpage 8 has been developed by reviewing both field serviceperformance and accelerated corrosion testing results. Whileaccelerated corrosion testing is a valuable tool to help predictrelative performance, both the particular testing method usedby the industry and the different wood treatment productstested are relatively new and there is little actual field servicelife data to correlate to the test results. In addition, actualservice environments are much more complicated thanaccelerated tests. In accelerated tests influencing variablesare typically minimized and manipulated to cause reactionsto occur more quickly. Consequently this may result inreactions which are not completely representative of actualservice conditions. Because of this it is difficult to assign anexpected service life to a given coating in an environmentbased on the results of accelerated testing.The formulations used by wood preservative manufacturersare constantly changing and improving. USP StructuralConnectors continues to test new wood treatments as theybecome available and will continue to update itsrecommendation as appropriate.Corrosion Protection Guidelines:• USP recommends stainless steel connectors for thehighest level of corrosion protection. As an economicalalternative to stainless steel our new Gold Coat connectorsare specifically designed for exterior application when incontact with preservative treated wood.• Triple Zinc G-185 connectors are available as aneconomical alternative for exterior applications which willprovide a minimum level of protection.• The use of 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 and Hot-dip galvanizedfinishes. Gold Coat connectors require gold coat fasteners.• USP’s zinc dichromate WS Wood Screws are notrecommended for use with preservative or fire-retardanttreated wood. Some wood screws are available in Gold Coat.• USP Structural Connectors clearly differentiatesstandard G90 connectors from the corrosion resistantconnectors. Gold Coat connectors are distinguishable fromother connectors because of their concealing color.Examples of our carton labels, bin cards for retail displays,and individual product labels are found below.USP recommendationand standardsmet with TripleZinc coating.Part number isreferenced witha TZ at theend for TripleZinc products.Bin Card• Nails/Clavos: (8) 10d x 1-1/2˝ HDG.• As a minimum, recommended in outdoorapplications and with treated wood.Recomendado para las aplicacionesen exteriores y con madera tratada.• Reinforces wood-to-wood connections.Refuerza las uniones de madera a madera.A3-TZRef #: A23Zwww.USPconnectors.comAngle ClipFijador de ángulo1-7/16˝x 1-7/16˝x 2-3/4˝ParaFor use withtreated woodMadera TratadaScan for moreInformation!A Subsidiary of MiTek, a Berkshire Hathaway CompanyYellow oval boldlyhighlights “for usewith treated wood”TZ - Triple Zinc logo identifiesproducts that have G-185galvanization.Product LabelPart number is referencedwith a TZ at the end forTriple Zinc products., FL821.42Triple Zinc G-185 isreferenced abovethe bar code.Part number isreferenced with a TZat the end for TripleZinc products.Carton LabelLight green backgroundcolor indicates a corrosionresistant product.USP recommendation andstandards that are met withthe Triple Zinc coating.1-800-328-5934 • www.USPconnectors.com9USP2241-131

PRODUCT INFORMATIONU.S. STANDARD STEEL GAUGEEQUIVALENTS IN NOMINAL DIMENSIONSApproximateDimensionsDecimals (inches)Gauge Inches MillimetersUncoated Galvanized Triple ZincSteel Steel (G90) (G-185)3 1/4 6.0 0.238 -- -- -- --7 3/16 4.5 0.171 0.186 -- --10 9/64 3.4 0.129 0.138 0.14011 1/8 3.0 0.114 0.123 0.12512 7/64 2.7 0.099 0.108 0.11014 5/64 2.0 0.070 0.078 0.08016 1/16 1.5 0.055 0.063 0.06518 3/64 1.2 0.044 0.052 0.05420 1/32 1.0 0.033 0.040 0.04222 1/32 0.8 0.029 0.033 0.036*Actual steel dimensions will vary from nominal dimensions according to industry tolerances.MAXIMUM SHEAR CAPACITYOF JOIST OR RAFTERThe table below indicates the calculated shear capacity of differentdimensional lumber sizes for various wood species.WoodSpeciesAllowable Shear on Bending Member 1,2,3Joist or Rafter2 x 4 2 x 6 2 x 8 2 x 10100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125%DF-L 630 725 788 990 1139 1238 1305 1501 1631 1665 1915 2081SP 613 704 766 963 1107 1203 1269 1459 1586 1619 1862 2023S-P-F 473 544 590 743 854 928 979 1126 1223 1249 1436 1561Hem Fir 525 604 656 825 949 1031 1088 1251 1359 1388 1596 17341) Applies to nominally dimensioned joists as listed, where moisture content < 19% andtemperature

PRODUCT NOTES© Copyright 2013 USP Structural Connectors ®1) This catalog reflects the most current informationregarding USP product line. However, product revisions andnew product additions occur on an ongoing basis. USPStructural Connectors® reserves the right to changespecifications, designs, and models at any time withoutnotice and liability for such changes. This catalog may not bereproduced in whole or in part without the prior writtenapproval of USP Structural Connectors®.2) This catalog reflects design changes and design loadadjustments to some USP products. The informationpresented in this publication replaces all informationpublished in previous documents, and is valid untilDecember 31, 2014.3) This Product Catalog was designed as a general referencefor the USP Product Line. Various specializedpublications have been developed for design professionals,truss manufacturers, contractors, retail dealers, and buildingmaterial wholesalers. Product load values may vary from onepublication to another due to recent product testing, changesin regulatory criteria, or code evaluation updates. The mostcurrent product information is available on USP’s Web Site.4) The type and quantity of fasteners used to install USPproducts is critical to connector performance. To achieve theallowable loads presented in this catalog, all specifiedfasteners must be used and proper installation proceduresobserved. Verify that the dimensions of supporting membersare sufficient to receive specified fasteners. Any productmodifications void the warranty unless prior writtenpermission of USP Structural Connectors® is obtained.12) Bolts specified in this catalog are through-bolts and mustconform to requirements for ASTM A 307 Grade A, or ASMESAE Grade 2, or better unless noted otherwise.13) Anchor Bolts conform to ASTM F 1554.14) USP connectors listed in this catalog are manufacturedfor specific sizes of standard lumber, plated trusses, orcomposite lumber. For applications involving unusualsupporting conditions environments, contact USP. Woodshrinkage or expansion, caused by lack of moisture orexcessive moisture, may adversely affect connectorinstallation. Evaluate potential shrinking or expanding toensure proper connector installation and performance.15) The load values listed in this catalog are based oninstallation to wood with a moisture content of less than 19%,and used in dry service conditions. Load reductions, inaccordance with the code, shall be taken where woodmoisture content greater than 19% at the time of installationor where used in wet service conditions.16) Unless otherwise noted, USP products may not be bentor cut in the field to facilitate installation. Field alterations mayweaken steel and cause connector failure at lower thanpublished allowable loads.5) Some connector models are listed more than once toindicate installation and/or fastener options.6) New products or updated product information aredesignated in red.7) Throughout this catalog, dimensions are expressed ininches and loads in pounds unless specifically notedotherwise.8) Some USP products show both bolt and nail fasteningschedules. In those cases, specific loads for each has beenidentified. Bolt and nail values cannot be combined unlessnoted otherwise.9) Load values for 8d, 10d, 16d, and 20d designations in thefastener schedules throughout this catalog refer to commonwire nails unless noted otherwise. Nails shall conform to arecognized national standard, such as ASTM F1667, asprescribed by the model building codes.10) Diamond holes are for optional nailing.11) Fastener installation may cause wood to split and reducea fastener’s ability to carry a load. If wood splitting occurs,consider pre-drilling holes not exceeding 75% of the naildiameter (per the National Design Specification).1-800-328-5934 • www.USPconnectors.com11USP2241-131

DESIGN NOTES1) Allowable loads for more than one direction for a singleconnection cannot be added together. A design load whichcan be divided into components in the directions given mustbe evaluated as follows:Design shear/allowable shear + design tension/allowable tension < 1.02) The allowable loads shown in this catalog are based onAllowable Stress Design methodology. AF&PA has publisheda brochure for calculating soft conversions called Guideline toLRFD for Pre-engineered Metal Connectors for WoodConstruction. Consult USP for assistance in determiningappropriate LRFD values for the products shown in thiscatalog.3) Connector ratings may exceed the tensile strength or otheraspects of the wood members involved in the connection.A qualified designer should verify wood member capacitieswhen specifying connectors.4) Verify that the size of the supporting member canaccommodate the connector’s specified fasteners.5) Some illustrations in this catalog may not reflect additionalmechanical reinforcements which may be required to reducecross grain tension or wood member bending under loading.The design professional is responsible for determining ifadditional mechanical reinforcement is required.6) USP recommends the hanger height be 60% of the joistheight for stability.NDS® StandardsUnless otherwise noted, the load resistance valuespresented in this catalog reflect the calculation criteria setforth in the 2005 National Design Specification for WoodConstruction (NDS®) published by the American Forest andPaper Association; with the methodology prescribed in ICC-ES AC13 or other relevant acceptance criteria applied.The listed capacity of some products have been increased inaccordance with the NDS® by applying Duration Factors formechanical fastenings. Stress increases have not beenapplied to steel components of the products.Floor / Design Load .......100% (no increase).Roof Snow .....................115% of design load for 2-monthduration of load.Roof Non-Snow .............125% of design load for 7-dayduration of load.Uplift...............................160% of design load forwind/seismic loading based on localcode requirements.Spruce-Pine-Fir or Hem Fir Equivalent CapacityUnless otherwise noted, the published design loads in thiscatalog apply to Douglas Fir-Larch or Southern Pine lumber.When Spruce-Pine-Fir or Hem Fir lumber is used with facemount hangers or straps, the nail shear capacity maybeadjusted according to the chart below.Allowable Load Adjustment FactorWoodSpeciesSpecificGravityAdjustmentFactorDouglas Fir-Larch (DF-L) 0.50 1.00Southern Pine (SP) 0.55 1.00Douglas Fir (S)Hem Fir (N)0.46 0.88Spruce-Pine-Fir (S-P-F) 0.42 0.861) Allowable loads must be adjusted according to theapplicable wood species.2) When using structural composite lumber, verify wood speciesand use above listed adjustment factors.LOAD DIRECTION CONVENTIONS© Copyright 2013 USP Structural Connectors ®MaterialUSP selects steel for its various products in accordance withapplication needs and steel properties, including tensilestrength, ductility, corrosion resistance, gauge, andweldability. See specific code evaluations or consult USP forsteel information on specific products. USP StructuralConnectors® are manufactured from steel which meetsASTM A 653, ASTM A 1011, or ASTM A 36.Testing and Product Design LoadsOn all structurally-rated products, USP performs full-scaletesting in accordance with ICC-ES AC13, or ASTM D 1761,the standard recognized by all domestic model codeagencies. All final testing is conducted by a third-party testinglaboratory. In accordance to these standards the designloads listed are the lowest results obtained from one of thefollowing methods:1) The lowest ultimate tested load divided by three.2) Lowest load producing 1/8˝ deflection.3) Calculations based 2005 NDS® and current codes.PerpendicularF 1DownloadUpliftF 2F 2 or F 3LateralOutF 1121-800-328-5934 • www.USPconnectors.com

INSTALLATION NOTES1) Use proper safety equipment during connectorinstallations. Always wear gloves when handling connectors.2) All field welding should be done in accordance with AWSCodes. Caution: Welding galvanized steel may produceharmful fumes and should only be performed inwell-ventilated environments.© Copyright 2013 USP Structural Connectors ®3) The type and quantity of fasteners used to install USPproducts is critical to connector performance. To achieve theallowable loads shown in this catalog, install with thefasteners specified for that particular product. Some productsallow for alternate nail installations. Refer to the “OptionalNails for Face Mount Hangers” chart on page 16 of thiscatalog for load adjustments when usingalternate nailing. All specified fasteners must be properlyinstalled prior to applying load of any kind to the connection.4) Drill bolt holes a minimum of 1⁄32˝ and a maximum of 1⁄16˝larger than the diameter of the bolt to be installed (per the2005 NDS®, Section 11.1.2.).5) Washers should always be used under the head or nut ofa bolt when not in contact with the connector unless notedotherwise.6) It is permissible to use nail guns to install connectors aslong as the specified nails are installed through prepunchednail holes and all specified nail holes are filled. USPrecommends the use of nail guns featuring hole-locatingmechanisms. Please note that many nail guns use fastenerssmaller than the common nail size and load reductions willresult. Contact USP or visit our Web Site for additionalinformation. Caution: Always follow nail gun manufacturer’ssafety guidelines.7) Joists installed in hangers should bear fully on theconnector seat and shall be cut to fit against the header witha gap no greater than 1⁄8˝ between the joist end and headerface. Refer to Face Mount Hanger Gap Testing TechnicalBulletin.8) Multiple-ply members must be fastened securely togetherto act as one member.9) Top mount hangers shall be installed with the face of thehanger tight to the face of the header.10) Top mount hangers installed in floor systems mayproduce unevenness. This may vary by the thickness of thehanger top flange steel and the nail heads. If a problem isanticipated, the effects can be mitigated by dapping the beamor cutting the subfloor at hanger locations. The use of facemount hangers will eliminate this problem.1-800-328-5934 • www.USPconnectors.com13USP2241-131

FASTENERSFastenersNAILS . . . . . . . . . . . . . . . . . . . . . PAGES 15-16• N & NA SeriesUSP structural nails and common nail design information.BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . PAGE 17• B SeriesDesign information on bolts specified for USP product line.NABBEARING PLATES. . . . . . . . . . . . . . . . . PAGE 17• BP & LBP SeriesBearing plates.• HBPS & LBPS SeriesSlotted bearing plates.WOOD SCREWS . . . . . . . . . . . . . . PAGES 18-21• WS SeriesUSP self-drilling wood screws.• Wood Screw ApplicationsInformation on joining multiple ply truss, LVL, or PSL members.BP/LBPWSHBPS/LBPS© Copyright 2013 USP Structural Connectors ®LUMBERLOK SCREWS . . . . . . . . . . . . PAGES 22• LL SeriesSelf-drilling screws for a number of USP Structural Connectorsand wood-to-wood applications.LL141-800-328-5934 • www.USPconnectors.com

NAILS – N & NA SERIES© Copyright 2013 USP Structural Connectors ®Proper fasteners are a critical component in a sound wood frame structure. To ensure successful installations of itsconnectors, USP offers a full range of structurally-rated nails. All galvanized nails supplied by USP are Hot-dipped forgreater corrosion resistance. Any USP connector requiring a NA16D-RS or NA20D nail is shipped with the nailsattached to the connector in convenient poly bags.Finish: See chartMaterials: ASTM A 123; ASTM A 153 (HDG)Installation:• Allowable shear values assume nail embedmentNAintoNAILthe wood of the entire nail or 10 nail diameters (whichever isless). Otherwise, the nail must be embedded at least 6 nail diameters, with the load reduced using the equationbelow:Reduced Load = Published Load x Actual PenetrationNail Diameter x 10• Load reductions may occur if nails are used other than those specified. See the chart Optional Nails for Face MountHangers on page 16 for load reduction factors regarding nail substitutions.• For pneumatic nail use, see Installation Notes on page 13 and reference USP’s technical bulletins.Nail Specification tableDimensions (in) Allowable Shear per Nail (Lbs.) 1,2,4USPNailNailsSteel GaugeWithdrawalFinish 3,7 Stock No. 8 Ref. No. Description Diameter Length Per Lb. 3 7 10 12 14 16 18 20 22 Load 6NA11 N8 8d x 1-1/2 0.131 1-1/2 152 -- -- -- -- -- -- -- -- -- -- 96 95 94 94 32NA9D N10 10d x 1-1/2 0.148 1-1/2 100 -- -- -- -- 139 127 119 116 114 114 113 36HDGN10C 10DHDG 10d Common 0.148 3 70 -- -- 158 139 127 119 116 114 114 113 36NA16D N16, N16EG 16d x 2-1/2 0.162 2-1/2 66 194 181 161 149 141 138 137 136 -- -- 40N16C 16DHDG 16d Common 0.162 3-1/2 48 194 181 161 149 141 138 137 136 -- -- 40NA20D -- -- 20d x 2-1/2 0.192 2-1/2 41 234 207 187 175 168 -- -- -- -- -- -- -- -- 47N8-GC -- -- 8d x 1-1/2 0.131 1-1/2 152 -- -- -- -- -- -- -- -- -- -- 96 95 94 94 32GCN10-GC -- -- 10d x 1-1/2 0.148 1-1/2 100 -- -- -- -- 139 127 119 116 114 114 113 36N10C-GC -- -- 10d Common 0.148 3 70 -- -- 158 139 127 119 116 114 114 113 36N16C-GC -- -- 16d Common 0.162 3-1/2 48 194 181 161 149 141 138 137 136 -- -- 40SSNA8D SSN8 8d x 1-1/2 0.131 1-1/2 147 -- -- -- -- -- -- -- -- -- -- 96 95 94 94 32SSNA10D SSN10 10d x 1-1/2 0.148 1-1/2 126 -- -- -- -- 139 127 119 116 114 114 113 36SS SSN8C SS8D 8d Common 0.131 2-1/2 94 -- -- -- -- -- -- -- -- 99 96 95 94 94 32SSN10C SS10D 10d Common 0.148 3 67 -- -- 158 139 127 119 116 114 114 113 36SSN16C SS16D 16d Common 0.162 3-1/2 44 194 181 161 149 141 138 137 136 136 408d Common -- -- 8d Common 0.131 2-1/2 126 -- -- -- -- -- -- -- -- 99 96 95 94 94 3210d Common -- -- 10d Common 0.148 3 70 -- -- 158 139 127 119 116 114 114 113 36Bright16d Sinker -- -- 16d Sinker 0.148 3-1/4 60 162 158 139 127 119 116 114 114 -- -- 36NA16D-RS -- -- 16d Ring Shank 0.148 3-1/2 57 183 168 150 -- -- -- -- -- -- -- -- -- -- -- -- 3616d Common -- -- 16d Common 0.162 3-1/2 48 194 181 161 149 141 138 137 136 -- -- 4020d Common -- -- 20d Common 0.192 4 29 234 207 187 175 168 -- -- -- -- -- -- -- -- 471) Loads are calculated to specifications of Part 11 of the National Design Specifications for Wood Construction (NDS®), 2005 Edition.2) Loads apply to Douglas Fir-Larch (G=0.50) and Southern Pine (G=0.55). For Spruce-Pine-Fir (G=0.42) multiply above values by 0.86, for other wood typesrefer to NDS® or consult USP.3) HDG = Hot-Dip Galvanized; SS = Stainless Steel; GC = Gold Coat; Bright = No Finish.4) For 3 gage steel with Fu=58,000 psi and 7 gage thru 22 gage steel with Fu=45,000 psi. Shear values assumes full penetration of at least 10 nail diameters.5) Fastener values may be increased for duration of load.6) Withdrawal loads are in pounds (lbs) per linear inch of embedment into main member.7) Bright finish common and sinker nails are listed in table for reference only. USP does not stock these type nails.New products or updated product information are designated in red font.FastenersMinimum Fastener Penetration tableNailPennyWireGaugeShankDiameter(inches)MinimumPenetration forFull Shear Load(inches)MinimumPenetration forReduced Shear Load 2(inches)6d 11-1/2 .113 1.13 0.688d 10-1/4 .131 1.31 0.7910d 9 .148 1.48 0.8912d 9 .148 1.48 0.8916d Sinker 9 .148 1.48 0.8916d 8 .162 1.62 0.9720d 6 .192 1.92 1.151) Less than the specified nail penetration shall be multiplied by the applicable adjustment factor.2) For penetration less than this distance, the nail has no value.3) Penetrations are derived according to the 2005 NDS®.!Reduced Fastener PenetrationExample (See chart on left):HD210 – listed load is 1690 lbs. @100% for 16d common nails.Reduced HD210 capacity if using a2x DF-L or SP header:1690 lbs. x 1.5 = 1565 lbs. @ 100%1.62continued on next page1-800-328-5934 • www.USPconnectors.com15USP2241-131

BOLTS - B SERIES© Copyright 2013 USP Structural Connectors ®For customer convenience, we offer a wide range of bolts specifiedfor the USP product line. Each bolt is shipped with two washers andone hex nut. Connector products requiring bolts for installation havea special, highlighted “bolt box” on or opposite their catalog location.Materials: Bolts and nuts are standard hexhead conforming to ASTM A 307Grade A or SAE Grade 2 or better.Washers conform to AmericanNational Standard Type Aplain steel, ANSI B.22.1.Finish: Zinc platedInstallation:• For installation into connectors in general, install with both washersunless otherwise directing in this catalog.DiameterLThreadlengthUSPStock No.DescriptionDia. x LThreadLengthDescriptionDia. x LB384 3/8 x 4 1 B785 7/8 x 5 2B125 1/2 x 5 1-1/4 B786 7/8 x 6 2B126 1/2 x 6 1-1/4 B787 7/8 x 7 2-1/4B127 1/2 x 7 1-1/2 B788 7/8 x 8 2-1/4B128 1/2 x 8 1-1/2 B7810 7/8 x 10 2-1/4B583 5/8 x 3 1-1/2 B103 1 x 3 2-1/4B584 5/8 x 4 1-1/2 B104 1 x 4 2-1/4B585 5/8 x 5 1-1/2 B105 1 x 5 2-1/4B586 5/8 x 6 1-1/2 B106 1 x 6 2-1/4B587 5/8 x 7 1-3/4 B107 1 x 7 2-1/2B588 5/8 x 8 1-3/4 B108 1 x 8 2-1/2B589 5/8 x 9 1-3/4Metric ConversionB5810 5/8 x 10 1-3/4B343 3/4 x 3 1-3/4B344 3/4 x 4 1-3/4B345 3/4 x 5 1-3/4B346 3/4 x 6 1-3/4B347 3/4 x 7 2B348 3/4 x 8 2B349 3/4 x 9 2B3410 3/4 x 10 2B3411 3/4 x 11 2USPStock No.Bolt DiameterConversionThreadLengthInches Millimeters3/8 9.501/2 12.705/8 15.903/4 19.107/8 22.201 25.401-1/8 28.581-1/4 31.75FastenersBEARING PLATES – BP, HBPS, LBP, & LBPS SERIESBP & LBP – Designed to meet code requirements for mudsill-to-foundation.HBPS & LBPS – Offers anchor bolt adjustment slots.Materials: See chartFinish: BP & HBPS – none;LBP & LBPS – G-185 galvanizingOptions: BP12, BP582, BP583, HBPS12, and HBPS58models are available in Hot-dip galvanized.To order, add HDG to end of stock number,as in BP12-HDG.Installation:• Bolt holes are sized 1⁄16˝ larger than Bolt Dia. shown in chart.USPStock No.LBP12-TZPlateDimensionsThicknessBolt CodeRef. No. (T)W L Dia. Ref.LBP1/2,LBP1/2Z10 Ga 9/64 2 2 1/2 120LBP58-TZLBP5/8,LBP5/8Z10 Ga 9/64 2 2 5/8 100LBPS12-TZLBPS1/2,LBPS1/2Z10 Ga 9/64 3 3 1/2 120LBPS58-TZLBPS5/8,LBPS5/8Z10 Ga 9/64 3 3 5/8 120HBPS12 BPS1/2-3 3 Ga 1/4 3 3 1/2 100HBPS34 BPS3/4-3 3 Ga 1/4 3 3 3/4 100HBPS58 BPS5/8-3 3 Ga 1/4 3 3 5/8 100BP12 BP1/2 7 Ga 3/16 2 2 1/2 100BP582 BP5/8-2 7 Ga 3/16 2 2 5/8 100BP583BP5/8,BP5/8-33 Ga 1/4 3 3 5/8 100BP343 BP3/4-3 3 Ga 1/4 3 3 3/4 100Typical BearingPlate installationWBP/LBPStandardBearing PlateWLLPT TTIn some applications the code requires specific size platewashers be provided between the foundation sill plate andthe nut. IRC R602.11.1, IBC 2308.12.8.HBPS/LBPSSlotted Bearing Plate1-800-328-5934 • www.USPconnectors.com 17USP2241-131

WOOD SCREWS – WS SERIESFastenersThe WS Wood Screw is a self-drilling screw used for numerous framingapplications. This screw features a reverse locking serration on the bottom ofthe screw head to help prevent over tightening against a steel plate. The USPhead stamp identifies screws for easy inspection.Screw shear capacities are based on a diameter of 0.242˝ when the shear planeis on the screw shank (SH) and 0.185˝ when the shear plane is on the knurl orthreads (T). USP WS Wood Screws have a bending yield strength of 180,000psi. For conditions not charted here, screw loads may be calculated as shownin the NDS® and increased for duration of load.Materials: 1/4˝ diameter Grade 5 steelFinish: See chartCodes: ESR-2761, FL16091, LA City RR 25850Installation:• Screws are self-drilling.• Install using a low speed clutch drill with 3/8˝ hex head driver. The washerhead should be flat to the surface and the serrations will oppose turning andrelease the clutch. Do not over-tighten the screws.• Installing the screw at an angle may introduce additional bending and tensionforces into the fastener if the screw head is not flat on the bearing surface. Careshould be given to ensure the fastener is installed perpendicular to the plane ofthe side plate.SHLTWSSerrations1/4˝ Beveled reameron 2 1 /2˝ or longerWood ScrewsCut threadsSelf drilling point© Copyright 2013 USP Structural Connectors ®USP nameScrew lengthFor Attaching Multi-Ply Wood Trusses orLVL or PSL members, or floor trusses,see pages 19-21.3/8˝Dimensions (in)Shear (100%)Steel to Wood 6Gauge3Steel toSteel to Shear (100%)DF-L / SP 2,4,5 S-P-F 2,4,5WithdrawalCapacity(lbs/in.of thread)WoodWithdrawalCapacity 6(lbs.)WithdrawalCapacity(lbs/in.of threadWoodWithdrawalCapacity 6(lbs.)GaugeWoodWoodUSPtotoStock No. Ref. No. Description L SH T Thread Finish 1 Wood 3 14 10 7 100% 100% 14 10 7 3 100% 100%WS15 SDS25112 1-1/4 Zinc 1-1/2 1/4 1-1/4WS15-GC -- -- 1-1/4 GC-- -- 230 261 259 266 164 206 -- -- 188 211 190 217 103 129WS2 SDS25200 2 1/4 1-3/4 1-3/4 Zinc -- -- 306 307 289 316 160 281 -- -- 215 244 249 248 117 204WS25 SDS25212 2-1/2 1/4 2-1/4 2 Zinc 193 362 352 338 369 199 398 141 256 292 286 294 141 281WS3 SDS25300 3 3/4 2-1/4 2 Zinc 227 418 396 387 457 199 398 164 297 340 322 365 141 281WS35 SDS25312 3-1/2 3/4 2-3/4 2-1/2 Zinc 233 451 460 454 481 208 520 181 338 380 356 370 154 385WS45 SDS25412 4-1/2 1-1/4 3-1/4 3 Zinc 233 516 588 589 531 214 642 181 421 460 425 379 163 489WS6 SDS25600 6 1-3/4 4-1/4 4 Zinc 233 516 588 589 531 214 642 181 421 460 425 379 163 4891) Zinc = Yellow Zinc Dichromate; GC = Gold Coat.2) Allowable shear loads assume a side plate tensile strength of 45 ksi for 14 gauge and 10 gauge, 52 ksi for 7 gauge and 58 ksi for 3 gauge.3) Shear loads for wood-to-wood connections assume a side member thickness of 1-1/2".4) Loads are for 100% duration of load factors, and may be increased for other duration factors in accordance with the NDS.5) Loads are for shear applications when used as described in this catalog. Please contact USP for applications and installations involving tension forces.6) Withdrawal loads for steel-to-wood connections assume a side plate thickness of 1/4" or less.New products or updated product information are designated in red font.Wood 3 Steel to Wood 6CodeRef.12,F29,R15181-800-328-5934 • www.USPconnectors.com

WOOD SCREW APPLICATIONS – WS SERIES© Copyright 2013 USP Structural Connectors ®JOINING 2, 3, OR 4 PLY WOOD TRUSSESThe installation instructions and design example shown below are intended for a design professional who will beresponsible for determining the location and number of wood screws to adequately transfer all loads on the truss.Installation:• Screw spacing shall not be greater than 24˝ on center and less than 4˝ on center. However, the location of anyindividual screw may be adjusted up to one-half the required screw spacing to avoid lumber defects or interferencewith other hardware.• Load or hanger spacing shall not be greater than 24˝ center-to-center.• The last truss ply must have a minimum of 11/4˝ of screw penetration and no more than 1/8˝ gap between each ply.• Screws cannot be installed through metal truss plates unless the Truss Engineer approves predrilling.• On 2x4 members, use one row of wood screws. On 2x6 and 2x8 use two rows, and on 2x10 use three rows. Staggerall rows.• The truss bottom chord shall have lateral bracing installed as called out by the Truss Engineer to prevent anydisplacement from torsional forces.• Install screws from one sidewithout flipping the truss.• Top and bottom chordsrequire screws and in somecases the webs may requirescrews.• All lateral bracing should beattached to each truss ply.• Increase edge and enddistances if wood splittingoccurs.2 1 /2˝ Min.1 1 /2˝ Min.Start screws onface that carrieshanger on loadSpacing4˝ min. – 24˝ max.1˝ min. Recommended (Typ)Spacing4˝ min. – 24˝ max.4˝ minEnd ofcord1 1 /2˝ Min.FastenersDimensions Allowable Shear Loads (Lbs.) 1,2Douglas Fir-Larch(G = 0.50)Southern Pine(G = 0.55)Spruce-Pine-Fir(G = 0.42)ShearUSPPlane Floor Roof Floor Roof Floor RoofStock No. Ref. No. Description L SH T Finish Location 3 100% 115% 125% 100% 115% 125% 100% 115% 125%WS3 SDS25300 3 3/4 2-1/4 Zinc SH, T 227 261 284 266 306 333 164 189 205WS45 SDS25412 4-1/4 1-1/4 3-1/4 Zinc SH, T 233 268 291 266 306 333 181 208 226WS6 SDS25600 6 1-3/4 4-1/4 ZincT 243 279 304 266 306 333 206 237 258SH 276 317 345 320 368 400 211 243 2641) The Truss Engineer shall apply all adjustment factors required per the NDS®.3 Ply with Mixed Wood Species:Bottom Chord: 2x6 Southern PineTop Chord: 2x4 Spruce-Pine-FirWS45 Wood Screw Allowable Loads:(Assume shear plane across the screw shank)Southern Pine: 306 Ibs. each at 115%Spruce-Pine-Fir: 208 lbs. each at 115%Design ExampleRequired Loads:Bottom Chord Load: 500 plfTop Chord Load: 60 plf(Roof Live Load: CD = 1.15)Truss top chordBottom Chord Wood Screw Spacing:Using 2 rows of WS45 Wood Screws in 2x62 x 306/500 x# Plies= 1.84 ft.# Plies - 1Use maximum spacing of 22˝.Top Chord Wood Screw Spacing:Only 1 row of WS45 Wood Screws in 2x4 member1 x 208/60 x# Plies= 5.20 ft.# Plies - 1Use maximum spacing of 24˝.Truss bottom chordTruss spanTypical Truss Profile (profile may vary)continued on next page1-800-328-5934 • www.USPconnectors.com19USP2241-131

WOOD SCREW APPLICATIONS – WS SERIES CONTINUEDFastenersJOINING 2, 3, OR 4 PLY LVL, LSL OR PSL MEMBERSInstallation Notes:• For 2 ply members, wood screws shall be installed with the screw heads in theloaded ply.• For 3 or 4 ply members, wood screws shall be installed in both outer plies.• Designer shall specify all wood screws locations.• Increase edge and end distances if wood splitting occurs.• Stagger all screws installed into the opposite face.• A minimum of 2 rows of screws shall be used for all members withH = 5 1/2˝ and larger.USPStock No.Dimensions (in)Ref. No. Description L SH T 3-1/2 3/4 2-3/4 7 6 1-3/44Maximum Allowable Uniform Loadsthat can be applied to either outsidemember (Lbs. Per Lineal Ft.) 1,3,4,5,6DF-L / SPWood Screw SpacingMultipleMembers InstallationFigure 2,82Rows3Rows2Rows3Rows2Rows3Rows1 970 1460 650 970 485 7302 730 1095 485 730 365 5454 730 1095 485 730 365 5455 650 970 430 650 325 4853 650 970 430 650 325 4856 1940 2920 1300 1940 970 1460SHSerrations1/4˝ Beveled reameron 2 1/2˝ or longerWood ScrewsLMultipleTMembersCut threadsUSP Installation 22,8Ref. No. Description L SH T Self drilling 3-1/2 point 3/4 2-3/4 7 WS6 1-3/41) Based on Zscrew = 243 pounds in Douglas Fir-Larch2) Load values depicted assume all uniform load is applied3) Except for Figure 6 installation, load values neglect anycontribution of screws installed to opposite side, evenif they extend significantly into the loaded ply.4) Loads are for normal (100%) duration of load, and may5) Uniform loads in table represent the capacity of theless and should be checked by a qualified designer orwide beam to resist the applied load on one edge;otherwise, the loads shall be uniformly distributed acrossNew products or updated product information are designated in red font.4© Copyright 2013 USP Structural Connectors ®thaFigure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6WS35 installedin (2) 13/4˝ PlyWS35 installedin (3) 13/4˝ PlyWS6 installedin (4) 13/4˝ PlyWS35 installedin (1) 13/4˝,(1) 31/2˝ PlyWS35 installedin (2) 13/4˝,(1) 31/2˝ PlyWS6 installedin (2) 31/2˝ PlyRecommended Row Guidelines1˝ min. Recommended (Typ)Other Stagger patterns as approved by Engineer are acceptable1 1 /2˝minH2 1 /2˝min2 1 /2˝min1 1 /2˝minSpacing4˝ min. – 24˝ max.Spacing4˝ min. – 24˝ max.4˝ minEnd of membercontinued on next page201-800-328-5934 • www.USPconnectors.com

WOOD SCREW APPLICATIONS – WS SERIES CONTINUED© Copyright 2013 USP Structural Connectors ®JOINING 2 PLY 4X2 FLOOR TRUSSESThe following information pertains to the use of the USP’s WS6 Wood Screws to fasten together a two-ply 4x2 floor trussgirder, such that the induced loads are supported by both truss plies. Screw spacing and the location of each specificscrew may vary depending on the design criteria for each application, and therefore must be determined by the truss orbuilding designer. However, in the determination of screw locations, the following criterion shall also be considered.These criterion are varying dependent upon how trusses are loaded as follows:Uniform/Distributed Load• Screws shall be installed into the top chord with a horizontalspacing between screws of not less than 4-inches on center andnot more than 24-inches on center.• A minimum end distance of 4-inches must be maintained. Ifnecessary, additional screws may be installed in the bottom chord.• Center screw vertically on 11/2˝ dimension of top chord. Ifsplitting occurs, it may be necessary to pre-drill the holes inaccordance with the code.• The screws shall be installed with the headed end of the screwon the loaded truss. If either ply is “the loaded truss”, the screwsshall be divided between the two plies, with the spacing on eachside twice the minimum indicated above.• The screws shall not be installed through the metal truss plates,unless approved by the truss designer and the plates arepre-drilled, on each side to a 1/4-inch diameter. Do not drill throughthe wood.• The maximum gap between the wood members of the twotrusses shall be 1/8-inch.• The truss designer shall design the truss members with thecapacity and capability of the screws in mind, and shall meet allprovisions of the code and ANSI/TPI.• Individual screw locations may need to be adjusted to avoidconflicts with connectors, problematic wood or other framingmembers. Adjustments should follow the criteria described in thissection.Concentrated/Point LoadThe placement of fasteners for concentrated loading includes allrequirements of uniform loading with the additional followingcriteria:• Loads must occur over a vertical member, and the necessaryconcentration of screws shall be installed in the vertical member.• Additional screws may be installed on the top chord andadjacent web members if necessary.• The fasteners should be grouped as close to the concentratedload as possible, but satisfy the same minimum spacingindicated for uniform loading.• In no case shall the required group of fasteners extend beyond12-inches from the location of the concentrated load.Uniform/Distributed LoadApplied distributed loadWS6 Wood ScrewsWS6 Wood ScrewAdditionalWS6 Wood Screwif necessaryConcentrated/Point Load12˝maxApplied Concentrated LoadApplied Concentrated Load12˝maxFastenersTruss MembersUSPStock No.Douglas Fir-Larch(G = 0.50)Floor(100%)Allowable Shear LoadsSouthern Pine(G = 0.55)Floor(100%)Spruce-Pine-Fir(G = 0.42)Floor(100%)Ref. No.WS6 SDS25600 243 266 2061 1 /2˝3 1 /2˝Screw Detail3 1 /2˝ 5/8˝ - 7 /8˝Typ. @ allmembersWS6 Wood Screw1-800-328-5934 • www.USPconnectors.com21USP2241-131

LUMBERLOK STRUCTURAL CONNECTOR SCREWS - LL SERIESFastenersThe LumberLok Structural Connector Screw is a self-drilling screw that can beused with a number of USP Structural Connectors and also for wood-to-woodapplications. The screws feature a T20 Torx® head with integral washer andgimlet point for ease of installation. The twin-lead threads drive in twice as fastas the single lead threads significantly reducing installation time. The USPhead stamp identifies the screw length for easy inspection.Screw shear capacities are based on a diameter of 0.162” when the shear planeis on the screw shoulder (SH) and 0.109” when the shear plane is on thethreads (T). USP LumberLok Structural Connector Screws have a bendingyield strength of 180,000 psiMaterials: Low carbon hardened steel.Finish: See chartInstallation:• Screws are self-drilling.• Install using a low speed clutch drill with T20 Torx® bit. The washer headshould be flat to the surface. Do not over-tighten the screws.• Installing the screw at an angle may introduce additional bending and tensionforces into the fastener if the screw head is not flat to the bearing surface. Careshould be given to ensure the fastener is installed perpendicular to the plane ofthe fastener hole.• Impact drills are not recommended for use with LumberLok screws.LL915USPnameT20 Torx ®headScrewlengthSHL© Copyright 2013 USP Structural Connectors ®Twin-leadthreadsTSharp GimletpointLL930Dimensions (in.) DF-L / SP Allowable Shear (Lbs.) 2,3,4,5Steel-to-WoodS-P-F Allowable Shear (Lbs.) 2,3,4,5Steel-to-WoodUSPWood-to- WithdrawalWood-to- WithdrawalStock No. Ref. No. Description L SH T Finish 1 Wood Capacity 18 Ga 16 Ga Wood Capacity 18 Ga 16 GaLL915 SD9112 #9 x 1-3/8 1 3 / 8 1 / 4 1 1 / 8 GC - - 121 105 131 - - 96 113 104LL930 SD9212 #9 x 2-7/8 2 7 / 8 1 3 / 8 1 1 / 2 GC 104 146 176 163 100 128 147 1381) GC = Gold Coat over Clear Zinc Trivalent.2) Allowable shear loads assume a side plate tensile strength of 45 ksi.3) Withdrawal loads for steel-to-wood connections assume a side plate thickness of 1/4" or less.4) Shear loads for wood-to-wood connections assume a side member thickness of 1-1/2".5) Loads are for 100% duration of load factors and may be increased for other duration factors in accordance with the NDS.CodeRef.130221-800-328-5934 • www.USPconnectors.com

CONCRETE & MASONRYEPOXY & MECHANICALANCHORING SYSTEMS. . . . . . . . . . . . . . . PAGES 24-27• CIA-GEL 7000-C SeriesCode compliant epoxy.• CIA-GEL 7000 SeriesMasonry approved epoxy.CIA-GEL 7000-C CIA-GEL 7000 CIA-GEL 6000-GP• CIA-GEL 6000-GP SeriesGeneral purpose, quick cure epoxy.© Copyright 2013 USP Structural Connectors ®• CIA-EA SeriesEpoxy acrylate structural adhesive.• Miracle Bond ®Multi-purpose bonding and repair epoxy.• DUC SeriesDuctile Undercut Anchors.• Wedge-Bolt ® + SeriesScrew anchor.• Power-Stud HD5 SeriesExpansion anchor.THREADED RODS . . . . . . . . . . . . . . . . . . . PAGE 28• THR SeriesThreaded RodCIA-EADUCWedge-Bolt ® +Miracle Bond ®DUCSBPower-Stud HD5THRConcrete & MasonryANCHOR BOLTS . . . . . . . . . . . . . . . . PAGES 28-30• STB & STBL SeriesUSP anchor bolts designed for higher capacity applications.• AB SeriesUSP anchor bolts designed for general capacity applications.STB/STBLABCONCRETE FORM TIES & WEDGE . . . . . . PAGE 30• FT SeriesLow foundation wall tie.• WGWedge for FT tie.FTWGFOUNDATION ANCHORS . . . . . . . . . . PAGES 31-33• FA3Embedded mudsill and stud anchors.• ST SeriesEmbedded mudsill anchors.• SFA & SFJA SeriesBolted mudsill anchors for retrofit applications.FA3ST1-TZST2-TZSFA8SFJALaminated Beam Seats. . . . . . . . . . . . . Page 34• KGLB, KGLBT, & KHGLB SeriesSeats for beams bearing on concrete or masonry.KGLBKGLBTKHGLBFloor Girder Hangers . . . . . . . . . . . . . . Page 35• KGH SeriesSecures girder beam to foundation wall.KGHRetro Plate . . . . . . . . . . . . . . . . . . . . . . . Page 35• RP6Oversized plate to distribute forces on masonry surface.RP61-800-328-5934 • www.USPconnectors.comUSP2241-13123

ADHESIVE ANCHORING SYSTEMSCIA-GEL 7000-C EPOXY − GEL7C SERIESConcrete & MasonryICC-ES ESR-3609 Complies with 2009 IBC & 2009 IRCCIA-GEL 7000-C Epoxy is an adhesive designed to attach anchor bolts into concrete that is, or maybecome, cracked due to cyclic loading from wind or earthquakes. It may also be used with fully groutedCMU construction. It is a low odor, solvent free, non-shrink, non-sag adhesive. The two-component(resin and hardener) epoxy is supplied in equal volume cartridges, which are combined in a 1:1ratio when dispensed through the attached mixing nozzle. Either a hand powered or air-powereddispenser may be used. The cartridges are sealed with a D-plug which opens easily on the jobsiteand allows partially used cartridges to be saved for later use. The epoxy has a two year shelf life whenstored in unopened containers at temperatures between 50ºF and 77ºF.Applications:• Anchors All-Thread rod and deformed rebar into concrete• Hold downs into concrete for high seismic zones (SDC C-F)• Horizontal and overhead anchoring applications (required special inspection)Codes: ESR-3609, NSF/ANSI Standard 61CIA-GEL 7000 EPOXY − GEL7 SERIESNEWICC-ES ESR-1702 Complies with 2012 IBC & 2012 IRCCIA-GEL 7000 Epoxy is a structural adhesive specifically designed to attach anchor bolts into fullygrouted concrete masonry units (CMU) and has recently been evaluated to ICC-ES AC58 for seismic,sustained load, elevated temperature and freeze-thaw suitability conditions. It can also be used toinstall anchor bolts into uncracked concrete and reinforced brick. It is a low odor, solvent free, nonshrinkadhesive. The two-component (resin and hardener) epoxy is supplied in equal volumecartridges, which are combined in a 1:1 ratio when dispensed through the attached mixing nozzle.Either a hand powered or air-powered dispenser may be used. The cartridges are sealed with a D-plugwhich opens easily on the jobsite and allows partially used cartridges to be saved for later use. Theepoxy has a one year shelf life when stored in unopened containers at a temperature of 70ºF.Applications:• Anchors All-Thread rod and deformed rebar into fully grouted CMU• Brick veneer anchoring• Crack injection of medium to wide cracks• Anchors rebar and All-Thread rod into uncracked concreteCodes: ESR-1702NEWAvailable in:10 oz. – GEL7C-1022 oz. – GEL7C-22Available in:10 oz. – GEL7-1022 oz. – GEL7-22© Copyright 2013 USP Structural Connectors ®CIA-GEL 6000-GP EPOXY − GEL6GP-22Tested to AC-58 standards - Compliant to ASTM C881-10CIA-GEL 6000-GP is a superior epoxy specifically designed for general purpose structural applicationsthat require quick load times and for doweling applications requiring state DOT approval. It is atwo-component (1:1 ratio) adhesive epoxy with 100% solids and is solvent free, moisture insensitive,non-sag and has no odor. It provides exceptional strength in anchoring and doweling applications andcan be used in temperatures between 35°F and 115°F. The epoxy has a two year shelf life whenstored in unopened containers at temperatures between 40°F and 95°F.Applications:• Doweling applications for rebar and tie bars for full depth concrete pavement repairs• Anchoring and bracing for short term tensile load where dynamic, vibratory, wind orintermittent loads exist• Use in concrete, grout filled block and unreinforced masonry for general purposeanchoring and doweling applications• Concrete doweling road repairs where DOT approval is required.Codes: Multiple DOT listingsNEWAvailable in:22 oz. – GEL6GP-2224See Anchoring Solutions Catalog or visit www.uspconnectors.com/epoxyindex.shtml for more information1-800-328-5934 • www.USPconnectors.com

ADHESIVE ANCHORING SYSTEMSCIA-EA EPOXY ACRYLATE − EA SERIES© Copyright 2013 USP Structural Connectors ®IAPMO ER-0311, ICC-ES AC308, Complies with 2009 IBC and 2009 IRCCIA-EA Adhesive Anchoring System is an epoxy acrylate specifically designed to be a high strength,fast cure structural adhesive for anchoring threaded rod and deformed rebar into uncracked concrete.It has the added advantage of being formulated to be used in colder temperatures (32°F) while maintainingexcellent flowability. CIA-EA may also be used with fully grouted CMU and reinforced brickconstruction. It is a 2-component, 100% solids, moisture insensitive adhesive that is ideally suited fora wide range of applications. It is composed of a proprietary blend of solvent free epoxy acrylate resinand is backed by independent research and testing. The epoxy has a 15 month shelf life when storedin unopened containers at temperatures between 41°F to 77°F.Applications:• Anchors All-Thread rod into concrete• May also be used to anchor rebar, started bars and dowels• Applications requiring fast cure times• Cold weather applications• Can be used in horizontal anchoring applications• Can be used in overhead anchoring applications (requires special inspection)Codes: ER-0311, NSF/ANSI Standard 61NEWAvailable in:10 oz. – EA-1028 oz. – EA-28Concrete & MasonryMIRACLE BOND® EPOXY − MB-9Miracle Bond® is a high strength two- component epoxy specifically designed to be a bonding agentfor almost all household materials including wood, steel, concrete, brick, stone and CMU block. It ismoisture insensitive and can also be used to fill cracks in concrete, block and stone. The epoxy has a2 year shelf life when stored in unopened containers in dry conditions between 40°F to 95°F.Applications:• Bonding applications for:ConcreteBrickCMU blockStoneMetalWood• Repair vertical and overhead cracks in concrete (non-structural)• Repair vertical and overhead spalls in concrete (5/8” deep & 3” diameter max)• Non-sag consistency makes this ideal for corner repairs to concrete and block walls• Repair and replace brick• Replace pool tile (no need to empty pool)• Fill holes and cracksNEWAvailable in:8.6 oz. – MB-9See Anchoring Solutions Catalog or visit www.uspconnectors.com/epoxyindex.shtml for more information1-800-328-5934 • www.USPconnectors.com25USP2241-131

UNDERCUT ANCHORING SYSTEMS - DUC DUCTILE UNDERCUT ANCHORSMechanical anchor expanded into a hole that has been undercut at thebottom using an undercutting drill bit creating a true bearing type anchorthat performs like a cast-in-place headed anchor. Load is transferred intothe concrete through bearing, not friction like traditional expansionanchors. Excellent performance in seismic and dynamic loadingconditions. Meets ACI 318-05 Appendix D (2006 IBC) requirements as acode anchor, including seismic loading, tension zone, and crackedconcrete provisions.DUCUndercut AnchorConcrete & MasonryRod Materials: ASTM A36 (L Series), A193 Grade B7(H Series), or AISI 316 Stainless StudsAnchor Body Materials: ASTM A 513 Type 5, or AISI 316 StainlessCodes: ESR-1970, FL11748Installation:UCB Undercut Drill Bit© Copyright 2013 USP Structural Connectors ®Drill the hole toproper depthand diameterper specificationsusingrotohammerand stop drill.Clean thehole using ablow-out bulbor compressedair.Insert theundercut bitand start therotohammer.Undercutting iscomplete whenthe stoppersleeve is fullycompressed(gap closed).Clean the holeagain using ablow-out bulbor compressedair.Insert anchorinto hole. Placesetting sleeveover anchorand drive theexpansionsleeve overthe expansioncoupling.Verify that thesetting markis visible onthe threadedrod above thesleeve.Apply propertorque.lbdcdbTension and Shear Capacities for DUCAnchors in f’c > 2,500 psi concretehefhoUSPStock No.DUC38-275LDUC38-275LTDUC38-400HDUC38-400HTDUC12-400LDUC12-400LTDUC12-500HDUC12-500HTDUC12-675HDUC12-675HTDUC58-450LDUC58-450LTDUC58-750HDUC58-750HTDUC58-900HDUC58-900HTDUC34-500LDUC34-500LTDUC34-1000HDUC34-1000HTExpansion Drilled Hole Allowable AllowableRod Coupling Depth of Effective Anchor Tensile ShearDia. D b Dia. D bit Stop Bit t Embedment h ef Length, l b Capacity, N s Capacity V s3-1/8 2-3/4 5-1/2 2087 10433/8 5/84-3/846-3/4 4497 22541/25/83/43/411-1/84-1/45-1/47589-1/25-7/810-7/89007 449719411 96921) Allowable tensile and shear capacities are for anchors installed at standard edge distance and spacing inuncracked concrete in accordance with the 2003, 2006 and 2009 IBC and referenced ACI documents. For crackedconcrete capacities, see the USP Anchoring Systems Design Guide.2) See ICC-ES ESR-1970 for replacement parts.456-3/44-1/27-1/29510789-3/47-3/410-3/412-1/48-5/813-5/83821 1909823541116086 304713116 6552CodeRef.7,F28261-800-328-5934 • www.USPconnectors.com

MECHANICAL ANCHORS - WEDGE-BOLT®+ SERIES© Copyright 2013 USP Structural Connectors ®The Wedge-Bolt ® + anchor is aone piece, heavy duty screwanchor with a finished hexhead. It is simple to install, easyto identify and fully removable.The Wedge-Bolt ® + has featuresand benefits that make it wellsuited for many applications.The steel threads along theanchor body tap into the holeduring installation to provide keyengagement. Suitable basematerials include normal-weightconcrete, structural sand-lightweightconcrete, concrete oversteel deck, concrete masonryand solid clay brick. The anchoris designed for structural loadingin cracked and uncrackedconcrete.Codes: ESR-1678, ESR-2526Wedge-Bolt ® +USPAnchorUSPAnchorUSPFinishStock No. 2Ref. No.Size (in) 1FinishStock No. 2Ref. No.Size (in) 17204SD -- -- 1/4 x 1-1/4 7282SD THD75400H 3/4 x 4 1314 SDS 1/4" x 6"7206SD THD25134H 1/4 x 1-3/4 7284SD THD75500H 3/4 x 5 1318 SDS 3/8" x 8"Zinc7208SD THD25214H 1/4 x 2-1/4 7286SD THD75600H 3/4 x 6 1384 HD Straight Shank 3/8" x 13"Plated7210SD THD25300H 1/4 x 3 7288SD -- -- 3/4 x 8 1322 SDS 1/2" x 10"7220SD THD37134H 3/8 x 1-3/4 7290SD THD75100H 3/4 x 10 1354 SDS-Max 1/2" x 13"7222SD THD37212H 3/8 x 2-1/2 7726SD THD37400HMG 3/8 x 4 1394 HD Straight Shank 1/2" x 13"7224SD THD37300H 3/8 x 3 7728SD THD37500HMG 3/8 x 5 1324 SDS 5/8" x 8"7226SD THD37400H 3/8 x 4 7730SD THD37600HMG 3/8 x 6 1326 SDS 5/8" x 12"7228SD THD37500H 3/8 x 5 7746SD THD50400HMG 1/2 x 4 1356 SDS-Max 5/8" x 13"7230SD THD37600H 3/8 x 6 7748SD THD50500HMG 1/2 x 5 1396 HD Straight Shank 5/8" x 13"7240SD THD50200H 1/2 x 2 7750SD THD50600HMG 1/2 x 6 1328 SDS 3/4" x 8"Zinc7242SD THD50212H 1/2 x 2-1/2 7751SD THD50612HMG 1/2 x 6-1/2 1358 SDS-Max 3/4" x 13"Plated7244SD THD50300H 1/2 x 3 7752SD THD50800HMG 1/2 x 87246SD THD50400H 1/2 x 4 MechanicallyTHD62500HMG,7764SD 7248SD THD50500H 1/2 x 5 GalvanizedTHDB62500HMG5/8 x 57250SD THD50600H 1/2 x 6 THD62612HMG,7766SD 7268SD THD50800H 1/2 x 6-1/2 THDB62600HMG5/8 x 67252SD THDA62300H 1/2 x 8 7768SD THDB62612HMG 5/8 x 6-1/27260SD THD62400H 5/8 x 3 THD62800HMG,7770SD 5/8 x 87262SD THD62500H 5/8 x 4 THDB62800HMG7264SD THD62600H 5/8 x 5 7786SD -- -- 3/4 x 6Wedge-Bolt ® +7266SD THD50612H 5/8 x 6 7789SD THD75812HMG 3/4 x 8-1/2 (Zinc Plated)7270SD THD62800H 5/8 x 8 7790SD THD75100HMG 3/4 x 107280SD -- -- 3/4 x 31) The anchor size includes the diameter and length of the anchor measured from under the head.2) Wedge-Bolt®+ is marked with a blue tip and must be installed with a matched tolerance Wedge-Bit.NEWConcrete & MasonryUWedge-BitAnchorUSPAnchor USPUsable12Ref. No.1Stock No. Description Length1/4 x 1-1/4 7282SD THD75400H 3/4 x 4 1314 SDS 1/4" x 6" 4"1/4 x 1-3/4 7284SD THD75500H 3/4 x 5 1318 SDS 3/8" x 8" 6"Zinc1/4 x 2-1/4 7286SD THD75600H 3/4 x 6 1384 HD Straight Shank 3/8" x 13" 4"Plated1/4 x 3 7288SD -- -- 3/4 x 8 1322 SDS 1/2" x 10" 8"3/8 x 1-3/4 7290SD THD75100H 3/4 x 10 1354 SDS-Max 1/2" x 13" 8"3/8 x 2-1/2 7726SD THD37400HMG 3/8 x 4 1394 HD Straight Shank 1/2" x 13" 11"3/8 x 3 7728SD THD37500HMG 3/8 x 5 1324 SDS 5/8" x 8" 6"3/8 x 4 7730SD THD37600HMG 3/8 x 6 1326 SDS 5/8" x 12" 10"3/8 x 5 7746SD THD50400HMG 1/2 x 4 1356 SDS-Max 5/8" x 13" 8"3/8 x 6 7748SD THD50500HMG 1/2 x 5 1396 HD Straight Shank 5/8" x 13" 11"1/2 x 2 7750SD THD50600HMG 1/2 x 6 1328 SDS 3/4" x 8" 6"1/2 x 2-1/2 7751SD THD50612HMG 1/2 x 6-1/2 1358 SDS-Max 3/4" x 13" 8"1/2 x 3 7752SD THD50800HMG 1/2 x 81/2 x 4 MechanicallyTHD62500HMG,7764SDGalvanized5/8 x 51/2 x 67766SD 5/8 x 6SDS-Max Wedge BitSDS-Plus Wedge BitMECHANICAL ANCHORS - POWER-STUD HD5 SERIESWedge-Bolt ® +(Mechanically Galvanized)5/8 x 3The 7770SD Power-Stud HD5 5/8 x anchor 8 is a fullythreaded, torque-controlled, wedge expansionanchor. Suitable base materials include normal-weightconcrete and structural sand-lightweightconcrete. The anchor is manufacturedwith a hot-dip galvanized carbon steel bodyand stainless steel expansion clip. Nut andwasher are included.USPStock No. 2 Ref. No.AnchorSize (in) 1ThreadLength (in)7723HD5 WA50414MG 1/2 x 4-1/2 2-3/47724HD5 WA50512MG 1/2 x 5-1/2 3-3/47726HD5 WA50700MG 1/2 x 7 5-1/47733HD5 -- -- 5/8 x 5 37734HD5 WA62600MG 5/8 x 6 47738HD5 -- -- 5/8 x 8-1/2 6-1/21) The anchor size includes the diameter andthe overall length of the anchor.2) All anchors are packaged with nuts and washers.NEWPower-Stud HD51-800-328-5934 • www.USPconnectors.com27USP2241-131

THREADED RODS – THR SERIESUSP has added longer length THR’s to support the new deck orientedcode requirements for mechanically reinforced railing post and deck tohouse ledger board attachments.Materials: ASTM A36 steel, also conformsto ASTM F1554, Grade 36Finish: Hot-dip galvanizedNEWSizesLConcrete & MasonryInstallation:• Install into wet concrete or drill minimum 1/16” oversizedhole and secure with anchor epoxy.• Nut and washer are included.USPStock No.Ref. No.BoltDia.L(in)THR125-HDG RFB#4X5HDG 1/2 5THR126-HDG RFB#4X6HDG 1/2 6THR128-HDG RFB#4X8HDG 1/2 8THR1218-HDG -- -- 1/2 18THR1224-HDG -- -- 1/2 24THR1236-HDG -- -- 1/2 36THR585-HDG RFB#5X5HDG 5/8 5THR588-HDG RFB#5X8HDG 5/8 8THR5812-HDG RFB#5X12HDG 5/8 12THR5816-HDG RFB#5X16HDG 5/8 16New products or updated productinformation are designated in red font.CodeRef.120THR½" THRThreadedRodTypical THR installationDTB-TZPage 195Typical THRDeck to ledger installation© Copyright 2013 USP Structural Connectors ®ANCHOR BOLTS – STB & STBL SERIESEmbossed ends provide guides for embedment angle and depth. Anembedment line is embossed on the shaft for easy installation. Featuresrolled threads for high tensile strength.STB – For monolithic slabs and concrete stem walls.STBL – Designed for use with 3x sill plates. Excellent choice for use withtaller holdown washers like those in the PHD series.Materials: ASTM F1554 Grade 36Finish: NoneOptions: STB16, STB20, STB24, STB28, STB34, STBL24and STBL28 are available in Hot-dip galvanized.To order, add HDG to the end of the stocknumber, as in STB34-HDG.Codes: ESR-2266, FL15955Typical STB AnchorBolt installation(No. 4 Rebar in Breakout Zone,Min. 1-3/4” Edge Distance)STB Anchor BoltInstallation – AlongContinuous Stem Wall(No.4 Rebar Min Length = 4xl e ,Min. 1-3/4" Edge Distance)STB Anchor BoltInstallation – Cornerof Stem Wall(Min. 12" Return Stem Wall,Min. 5" End Distance)STB Anchor BoltInstallation – End ofStem Wall(Min. 5" End Distance, andNo.4 Rebar Min Length)STB Anchor Bolt(Identification on bolt head,minimum anchor embedment, l e )281-800-328-5934 • www.USPconnectors.comcontinued on next page

ANCHOR BOLTS – STB & STBL SERIES CONTINUEDMonolithic or Stem Wall Foundations – Prior to pour, install the STB orSTBL in an upright position and at a 45° angle to the wall. Install onehorizontal #4 rebar at a depth of 4˝ (minimum). (See illustrations.)© Copyright 2013 USP Structural Connectors ®Concrete Block Applications – Prior to cell pour, install the STB orSTBL 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 STBL2x, 3x, (2) 2xshaft as a guide. Install one horizontal #4 rebar at a depth of 4˝ and oneSill Plates 1vertical #4 rebar maximum 48˝ USP o.c. spacing. Fill all cells with concrete havinga minimum 2,000 psi compressive Mono strength. PourInstallation:LTS20BSTB16• Select appropriate STB or STBL Anchor Bolt.HTT45STBL16• Use normal weight concrete with minimum compressive strength ofHTT42,500 psi.HTT16• Minimum center-to-centerPHD4Aspacing between bolts is 3(E) for anchorsacting simultaneously in HTT45 tension. STBL20• Match embedment depth HTT45 with embedment line on the STB orSTBL shaft.HTT5• The STB or STBL does PHD8 not need to be tied to the rebar.• Nuts and washers are not UPHD8 included.Anchor Bolt Selection tableUSPStock No.PHD2ATDX2-TZLTS20BHTT45HTT4HTT16PHD4AHTT45HTT45HTT5PHD8UPHD8TD7TD9TD122x, 3x, (2) 2xSill Plates 1Mono PourSTB16STBL16STB20STBL20STB24STBL24STB28STBL28PHD2ATD7TD9TD12STB28STBL28* Recommend installation ofwasher under nut of anchor bolt.1) STBL model are recommendedfor use with PHD and UPHD8holdowns on (2) 2x and 3xsill plates.Typical STB/STBLconcrete block installationCornerInstallationNon-CornerInstallationCornerInstallationOutside edgeof concretePlan view of STB/STBLplacement in concrete stemwall0˚Concrete & MasonryDimensions (in)USPStemwallMin.SDC A&BWindSDC C - FStock No. Ref. No. Width Dia. L H Embed. (E) Midwall Corner End Wall Midwall Corner End Wall Midwall Corner End WallSTB16 SSTB16 6 5/8 17-13/16 5 12-13/16 4230 4230 4230 4230 4230 4230 3525 3525 3525STB20 SSTB20 6 5/8 21-13/16 5 16-13/16 5120 4740 4740 5115 4230 4230 4265 3555 3555STB24 SSTB24 6 5/8 25-13/16 5 20-13/16 5990 5915 5915 5990 5570 5570 4990 4675 4675STB28 SSTB28 8 7/8 31 5 26 10100 9490 9490 9110 9110 9110 7650 7650 7650STB34 SSTB34 8 7/8 36 6 30 11415 10525 10250 11390 10525 9405 9515 8770 7900STB36 SSTB36 8 7/8 38 8 30 11415 10525 10250 11390 10525 9405 9515 8770 7900STBL16 SSTB16L 6 5/8 19-9/16 6-3/4 12-13/16 4230 4230 4230 4230 4230 4230 3525 3525 3525STBL20 SSTB20L 6 5/8 23-9/16 6-3/4 16-13/16 5120 4740 4740 5115 4230 4230 4265 3555 3555STBL24 SSTB24L 6 5/8 27-9/16 6-3/4 20-13/16 5990 5915 5915 5990 5570 5570 4990 4675 4675STBL28 SSTB28L 8 7/8 32-3/4 6-3/4 26 10100 9490 9490 9110 9110 9110 7650 7650 76501) 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.3) Minimum center to center spacing between bolts is 3(E) for anchors acting in tension simultaneously.7) Connection is limited by lowest of bolt or holdown capacity.9) See ESR-2266 for additional information.New products or updated product information are designated in red font.Allowable Tension Loads (Lbs) 1,2,31-800-328-5934 • www.USPconnectors.com29USP2241-131CodeRef.1,F35

ANCHOR BOLTS – AB SERIESConcrete & MasonryMaterials: Bolt: ASTM F 1554,Nut: ASTM A 563,Washers: ASTM F 844Finish: Hot-dip galvanizedInstallation:• Select appropriate AB Anchor Bolt.• Use concrete with minimum compressivestrength of 2,000 psi at 28 days.• Nuts and washers are included.• Anchor bolts intended for use to satisfy codeprescribed anchoring of mudsill plates, and shallbe installed as defined in the code.• Allowable loads shall be derived in accordancewith the code.The codes specify a minimum diameter andembedment into masonry or concrete foranchor bolts used in foundation plates or sills.IRC R403.1.6, IBC 2308.6, 2308.12.9.USPStock No.Ref. No.CONCRETE FORM TIES & WEDGE – FT SERIES & WGBoltDia.L(in)AB126-HDG -- -- 1/2 6AB128-HDG -- -- 1/2 8AB1212-HDG -- -- 1/2 12AB5812-HDG -- -- 5/8 12CodeRef.100Typical AB128-HDGinstallationLAB128-HDG© Copyright 2013 USP Structural Connectors ®FT – Connect 1x and 2x nominal form lumber in low foundation walls up to 4 feet high.WWG – V-shaped wedge assures rigidity and consistent form spacing.Materials: FT – 18 gauge, WG – 14 gaugeFinish: G90 galvanizingLdthallCodeRef.120Installation:• Use the Spacing Guide chart to determinespacing between FT units. Each level in chart assumes12˝ form boards. Wall thickness from 6˝ to 12˝.• Install with “V” facing up.• Use (2) WG wedges for each tie. Insert wedge intoinside slots for 1x nominal forms and outside slots for2x nominal forms.• No walers or stiff-backs are used.• Vertical ties to keep forms from separating are notincluded.• 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 inheight.11/16˝3 5 /8˝3/16˝WG Wedgemust orderseparatelyFTTypical FT/WGinstallationSpacing Guide chartConcrete Level 1 Level 2 Level 3 Level 4Lift Height 1x 2x 1x 2x 1x 2x 1x 2x -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- USPStock No.Dimensions (in)WedgeSteelRef. No. Gauge W L QtyFootingWidthor WallThicknessFT6 WT6 18 5/8 10-5/8 2 6FT8 WT8 18 5/8 12-5/8 2 8FT10 WT10 18 5/8 14-5/8 2 10FT12 WT12 18 5/8 16-5/8 2 12WG W1 14 11/16 3-5/8 -- -- -- --CodeRef.120301-800-328-5934 • www.USPconnectors.com

FOUNDATION ANCHORS – FA3 SERIES© Copyright 2013 USP Structural Connectors ®For installation into concrete slabs. The FA3 features asplit flange for nailing to both mudsill and stud for greater framingversatility.Materials: 16 gaugeFinish: G90 galvanizingOptions: FA3 is available in Triple Zinc.To order, add TZ to end of stock number,as in FA3-TZ.Codes: ESR-2787, FL15456Installation:• Use all specified fasteners. See Product Notes, page 11.• Use a minimum of two anchors per mudsill. An anchor should always bewithin 12˝ of the end of each mudsill section.• Do not rely on these anchors to secure concrete sections together betweencold joints.• Insert into wet concrete (minimum strength of 2,000 psi). Place mudsill afterconcrete cures. Secure flanges to sill (and stud, if applicable), bending flangesas needed to achieve a tight fit. Fasten as directed in chart.1 1 /2˝4 5 /8˝5 3 /4˝FA3Alternate FA3installationEmbossed linesprovide guide formatching to edgeof form board1˝Concrete & MasonryF1UpliftFA3 Form boardinstallationTypical FA3 installationto mudsill and studF3F24˝ min.embedTypical FA3 installationin concretePlateSize2 x4or2 x 6USPStock NoFA3Mudsill OnlyFA3Mudsill & StudDimensions (in)Fastener Schedule 1,9DF / SP Allowable Loads (Lbs) 2,3,5,6,7Sill PlateStud MinWind and SDC A & BSDC C-FStemwallSide Top Uplift F1 F2 Uplift F1 F2SteelThicknessASD ASDRef. No. Ga. W L I E D Qty Qty Type Qty Type (in.) Concrete 8 160% 160% 160% (in) 8160% 160% 160% (in) 8Uncracked 1010 625 735 0.066 1010 625 735 0.0662 4 10d x 1 1 / 2 " -- -- -- -- 6MASCracked 985 545 735 0.064 845 470 645 0.05516 1 1 / 2 4 5 / 8 4 1Uncracked 755 615 465 0.015 755 615 465 0.0152 2 10d x 1 1 / 2 " 210d x 1 1 / 2 "Cracked1) Predrilled holes are not required.2) Allowable Stress Design (ASD) values have been adjusted for a load duration factor, CD, of 1.6 corresponding to a ten-minuteload duration (i.e. wind or earthquake loading) in accordance with the NDS. The ASD loads do not apply to loads of other durations.3) FA3 capacities are based on using a single-ply 2x sill plate.4) Minimum distance of 1.5 x I E ( 6 inches) is required to obtain the listed capacity.5) Minimum anchor spacing for full capacity is 2 x l E . For spacing less than that reduce capacity proportionally.6) The allowable loads are based on lumber with a specific gravity of 0.50 and a moisture content of 19% or less.7) Uplift deformation based on wood connection strength.8) Minimum concrete strength f'c = 2500 psi9) NAILS:New products or updated product information are designated in red font.6755 545 465 0.015755 470 465 0.015CodeRef.13,F331-800-328-5934 • www.USPconnectors.com31USP2241-131

FOUNDATION ANCHORS – ST SERIESST1-TZ – For installation into concrete slab or poured stemwalls.The ST1-TZ features a prebent base flange to assure properanchoring into concrete. For concrete/masonry installations, refer to theFA & ST Foundation Anchors Technical Bulletin.ST2-TZ – For installation into concrete slab, poured stemwalls orconcrete/masonry. The ST2-TZ features a prebent base flange to assureproper anchoring into concrete. Do not use in red clay brick.Min. embed8 1/2˝ EConcrete & MasonryMaterials: 18 gaugeFinish: G-185 galvanizingCodes: NER 530Installation:• Use all specified fasteners. See Product Notes, page 11.• Use a minimum of two anchors per mudsill. An anchor should always bewithin 12˝ of the end of each mudsill section. Follow spacing guidelines in chart.• Do not rely on these anchors to secure concrete sections together betweencold joints.• Spread sill flanges to mudsill width prior to insertion into wet concrete(minimum strength of 2,000 psi). Alternate installation ispossible by inserting unbent flanges through 3/4˝ center hole predrilled inmudsill. Foundation anchors may also be attached to mudsill and theninserted into wet concrete. When installing ST2-TZ into concrete block, fill cellswith grout with a minimum strength of 2,000 psi. Concrete block edges mayneed to be beveled to facilitate installation.• For additional installation details and information on mudsill anchors refer toST Foundation Anchors Technical Bulletin.• ST2-TZ in masonry construction shall be installed in the core of the block andgrouted with concrete grout designed for that purpose. In no case, shall theybe installed in a mortar joint.TypicalST1-TZinstallationin concreteUpliftF 1F 2AlternateST1-TZinstallation with3/4˝center holeDrill a 3/4”dia. holeDrill a 3/4”dia. hole© Copyright 2013 USP Structural Connectors ®Spread sill flanges to sillwidth prior to insertioninto wet concrete10˝18˝DO NOT installST1-TZ and ST2-TZwithout pre-bendingsill flanges in “Y”configurationST1-TZST2-TZAlternateST2-TZinstallation with3/4˝ center holein mudsillPlateSize2 x 4 - 6USPStock No.ST1-TZST2-TZFastener Schedule 4MudsillMudsillDF-L / SPTopSideMin. Max.SteelEmbed. 3 Spacing 2 F1 F2 F3 UpliftRef. No. Gauge Qty Type Qty Type (E) (Feet) 160% 160% 160% 160%MAB15,MAB15Z18 4 8d x 1-1/2HDG 4 8d x 1-1/2HDG *5-1/2 565 745 745 825MAB23,MAB23Z18 4 8d x 1-1/2HDG 4 8d x 1-1/2HDG *5-1/2 565 745 745 8251) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Anchor spacing and design loads assume treated Douglas Fir-Larch with Fc perpendicular @ 625 psi; replaces4) NAILS:*When a 2 x 8 mudsill is used for ST1-TZ or ST2-TZ, maximum spacing is 3 feet unless alternate installation is used.Allowable Loads (Lbs.) 1CodeRef.L6321-800-328-5934 • www.USPconnectors.com

FOUNDATION ANCHORS - SFA & SFJA SERIESSFA – Mudsill anchors for retrofit applications. Features a slotted bend line for easyadjustment when foundation walls are slanted.SFJA – Ties floor joists directly to foundations with bolt fastening.UpliftMaterials: 12 gaugeFinish: G90 galvanizing© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes, page 11.• A design professional must specify anchor bolt type, length, and embedment.Anchor bolts are laterally loaded. Follow installation instructions for epoxy adhesive.• Allowable loads assume a minimum concrete compressive strength of 2,000 psi.AnchorBoltsFastener ScheduleFramingNails 3 Bolts 2Allowable Loads (Lbs.) 1DF-L / SPF1 UpliftUSPSteelStock No. Ref. No. Gauge Qty Dia. Qty Type Qty Dia. 160% 160%SFJA FJA 12 1 5/8 -- -- -- -- 2 5/8 -- -- 1305SFA8 -- -- 12 2 1/2 7 10d x 1-1/2 -- -- -- -- 875 -- --1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) All bolts shall meet or exceed the specifications of ASTM A 307.3) NAILS: CodeRef.130Typical SFJAInstallation11/2˝6˝Concrete & Masonry6 1/2˝F17˝11/2˝6˝SFJATypical SFAInstallation8˝SFA8Bolts must be orderedseparately. See page 17for available sizes.1-800-328-5934 • www.USPconnectors.com33USP2241-131

LAMINATED BEAM SEATS – KGLB, KGLBT, & KHGLB SERIESConcrete & MasonryKGLB – 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˝ steelBearing Plate – See chartAnchor dowels – 3⁄4˝ x 12˝ rebarFinish: USP primerOptions: Consult USP for non-catalog variations.Codes: ER-2725Installation:• Use all specified fasteners. See ProductNotes, page 11.• Bolt holes shall be a minimum of 1⁄ 32˝ to amaximum of 1⁄ 16˝ larger than the bolt diameter.• Concrete or masonry walls must be checkedby a design professional for adequacy to resistlateral or uplift loads transferred from the beamseat anchor.USPStock No.Dimensions (in) Bolt Schedule Allowable Bearing Loads (Lbs.) 1,4,5Masonry@ 375 psi 2Concrete 3Ref. No. W L T D Qty Dia.KGLB5A GLB5A 5-1/4 7 1/4 5 1 5/8 11790 11790KGLB5B GLB5B 5-1/4 7 3/8 6 1 5/8 14145 14145KGLB5C GLB5C 5-1/4 7 3/8 7 1 5/8 16505 16505KGLB5D GLB5D 5-1/4 7 3/8 8 1 5/8 18860 18860KGLB7A GLB7A 6-7/8 9 1/4 5 1 3/4 15525 15525KGLB7B GLB7B 6-7/8 9 3/8 6 1 3/4 18630 18630KGLB7C GLB7C 6-7/8 9 3/8 7 1 3/4 21735 21735KGLB7D GLB7D 6-7/8 9 3/8 8 1 3/4 24840 248401) 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 limitedby wood bearing on the plate.3) The loads on concrete are based on allowable wood bearing stress perpendicular to thegrain of 460 psi and actual beam width times beam bearing length.4) Designer shall specify minimum edge and spacing requirements in masonry or concretestructure.5) Concrete or masonry support structure is assumed adequate to support loads listed.TL3˝3 1 /2˝KGLBWD12˝CodeRef.L3Bearing PlateConcrete pilasterRebar welded tobearing plate1/2˝ Min.clearanceUpliftF2Typical KGLB installationDL3˝L3 1 /2˝1 1 /2˝3˝2 1 /2˝1 1 /2˝WStructuralteeKGLBTW2 1 /2˝KHGLB1 1 /4˝T1 1 /4˝D3˝4˝ 12˝T3˝© Copyright 2013 USP Structural Connectors ®USPStock No.RangeDimensions (in)Bolt ScheduleMasonryAllowable Bearing Loads (Lbs.) 1,5On Concrete with Beam Width 2F2 3,4 Uplift 160 3Ref. No. W D L T Qty Dia. @ 375 psi 5-1/8 6-3/4 8-3/4 10-3/4 160%KHGLBA HGLBA 3-1/4 to 9 5 10 3/8 2 3/4 18750 11790 15525 20125 -- -- 9870 3905KHGLBB HGLBB 3-1/4 to 9 6 10 3/8 2 3/4 22500 14145 18630 24150 -- -- 9870 3905KHGLBC HGLBC 3-1/4 to 9 7 10 3/8 2 3/4 26250 16505 21735 28175 -- -- 9870 3905KHGLBD HGLBD 3-1/4 to 9 8 10 3/8 2 3/4 30000 18860 24840 32200 -- -- 9870 3905KGLBT512 GLBT512 3-1/4 to 11 5-1/4 12 5/16 2 3/4 24750 12965 17080 22140 27200 9870 3905KGLBT612 GLBT612 3-1/4 to 11 6-1/2 12 3/8 2 3/4 29250 15325 20185 26165 32145 9870 3905KGLBT516 GLBT516 3-1/4 to 15 5-1/4 16 5/16 2 3/4 27200 12965 17080 22140 27200 9870 3905KGLBT616 GLBT616 3-1/4 to 15 6-1/2 16 3/8 2 3/4 32145 15325 20185 26165 32145 9870 3905KGLBT520 GLBT520 3-1/4 to 19 5-1/4 20 5/16 2 3/4 27200 12965 17080 22140 27200 9870 3905KGLBT620 GLBT620 3-1/4 to 19 6-1/2 20 3/8 2 3/4 32145 15325 20185 26165 32145 9870 39051) 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 beamwidth times beam bearing length.3) Allowable loads have been increased 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.4) Loads must be be reduced if the allowable lateral load (F2) for masonry or concrete column governs.5) Designer shall specify minimum edge and spacing requirements in masonry or concrete structure.Min. 3-1/8BeamWidth (W)CodeRef.L3Bolts must be orderedseparately. See page 17for available sizes.341-800-328-5934 • www.USPconnectors.com

FLOOR GIRDER HANGERS- KGH SERIESConnects girder beams to foundation walls and eliminates the need to block outpockets or inserts while forming foundation.Materials: 12 gaugeFinish: USP primerOptions: Consult USP for non-catalog design variations.Codes: ESR-3447, FL11664, L.A. City RR 25972© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes, page 11.• H dimension assumes 2x mudsill. For 3x or larger mudsill, pleasecontact factory.• The 11⁄2˝ hole, centered in the saddle, allows for installation over any protrudingfoundation bolts. This is not required.• Placement of a wood sill over the top of the KGH top flange is required toachieve allowable loads.Dimensions (in)Fastener Allowable Loads (Lbs.)Girder USPSteelSchedule 1,2DF-L / SPSize Stock No. Ref. No. Gauge W L D S H Qty Type 100% 125%4 x 6 KGH46-6 GH46-6 12 3-9/16 5 3-1/4 6 4 4 16d 2050 20504 x 6 KGH46-8 GH46-8 12 3-9/16 5 3-1/4 8 4 4 16d 2050 20504 x 8 KGH48-6 GH48-6 12 3-9/16 5 3-1/4 6 6 4 16d 2050 20504 x 8 KGH48-8 GH48-8 12 3-9/16 5 3-1/4 8 6 4 16d 2050 20506 x 6 KGH66-6 GH66-6 12 5-1/2 6-1/4 3-1/4 6 4 4 16d 2035 20356 x 6 KGH66-8 GH66-8 12 5-1/2 6-1/4 3-1/4 8 4 4 16d 2035 20356 x 8 KGH68-6 GH68-6 12 5-1/2 6-1/4 3-1/4 6 6 4 16d 2035 20356 x 8 KGH68-8 GH68-8 12 5-1/2 6-1/4 3-1/4 8 6 4 16d 2035 20352) NAILS: red font.CodeRef.8, F20,R10Typical KGH installationL1˝Concrete & MasonrySpecialty Options Chart – refer to Specialty Options pages 208, 211 to 212 for additional details.Option Skewed 1,2 SaddleRange AllowableLoadsOrderingWDKGHHSRETRO PLATE – RP6Uses heavy gauge HRPO steel and a large surfacearea to distribute seismic forces on masonry exteriors.Materials: 3/8˝ plateFinish: USP primerOptions: RP6 is available in hot dippedgalvanized. To order, add HDG tostock number, as in RP6-HDG.Installation:• Install with a 3/4˝ diameter steel threaded rod.6˝3˝3/4˝ dia.threaded rodUSPCodeStock No. Ref. No. Ref.RP6 RP6 1203˝6˝RP6Typical RP6 installation1-800-328-5934 • www.USPconnectors.com35USP2241-131

HOLDOWNSPREDEFLECTED HOLDOWNS . . . . . . . . PAGE 37• PHD & PHDA SeriesInnovative design increases holdown stiffness. Connects to wood postwith WS series wood screws.PHDAPHDTENSION TIES . . . . . . . . . . . . . . . . . . . PAGE 38Holdowns• HTT SeriesHeavy tension tie. Bolts to foundation and nails to post.• LTS Series & LTTI31Light-capacity tension tie. Bolts to foundation and nails to post.HOLDOWNS. . . . . . . . . . . . . . . . . PAGES 39-41• TD & TDX SeriesStandard holdown. Connects to post with bolts.• UPHD SeriesHigh capacity holdown. Connects to post with wood screws.FOUNDATION STRAPS . . . . . . . . PAGES 42-46TDHTT4TDXLTSUPHDLTTI31© Copyright 2013 USP Structural Connectors ®• HPAHD & PAHD42Embedded strap holdowns for solid end posts.• LSTAD & STAD SeriesEmbedded strap holdowns for built-up 2x end posts.• TA SeriesStraps through masonry foundation wall.HPAHDPAHD42LSTAD/STADTAPURLIN ANCHORS . . . . . . . . . . . PAGES 46-47• HPA, PA, PAI SeriesEmbedded strap for concrete to purlin connections.HPA/PAPAICONCRETE ANGLES . . . . . . . . . . . . . . PAGE 48• TDL SeriesLight-capacity foundation strap. Bolts to foundation and nails or bolts topost.TDLCOLD FORMED STEEL HOLDOWNS . . . PAGE 48• LTS20BLight capacity tension tie strap• HTT14SMedium capacity tension tie.• TDS SeriesHeavy capacity tension tie.LTS20BHTT14STDS361-800-328-5934 • www.USPconnectors.com

PREDEFLECTED HOLDOWNS – PHD & PHDA SERIESReduces eccentricity in the studs/post with decreasedcenterline dimension. No thru-bolts to countersink.Materials: See chart.Finish: G90 galvanizingCodes: ER-0200, FL14500, L.A. City RR 25954© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes, page 11.• Place the PHD/PHDA over the anchor bolt. No washer isrequired.• Install with USP’s code evaluated WS3 (1/4˝ x 3˝) WoodScrews, which are provided with the holdown.• Tighten anchor bolt nuts finger tight snug to base, plus 1/3to 1/2 additional turns with a wrench. To prevent loosening ofthe anchor nut during critical loading, use a locking nut ortighten a second nut over the first to lock nuts in place.• PHD/PHDA Predeflected Holdowns may be installed offsill plate with no load reduction.• The design engineer may specify any alternate anchoragecalculated to resist the tension load for a specific application.Anchorage exposure length should take the bearing plateheight of 15/8˝ into account, anchor bolt thread should visiblyextend above nut.• If used to anchor a built-up post, such as a double 2 x 4, thepost component shall be designed to act as a single unit.Holdown fasteners specified shall not be considered to attachmultiple plies together.• For anchorage options see STBL Anchor Bolt section onpages 28-29.HTypical PHD5AinstallationWHoldowns1 5/8˝CLDPHD8PHD5AUSPStock No.Dimensions (in) Fastener Schedule Allowable Tension Loads (Lbs.) 1,4,7Anchor WS3 WoodSteelBolts 2 Screws 6DF-L / SP S-P-FRef. No. Gauge W H D CL Qty Dia. Qty 160% 160%Deflection atAllowable Load 3,5CodeRef.PHD2A HDU2-SDS2.5 14 3 7-3/4 2-5/8 1-3/8 1 5/8 6 3215 2700 0.155PHD4A HDU4-SDS2.5 14 3 9-3/4 2-5/8 1-3/8 1 5/8 10 5215 4380 0.137PHD5A HDU5-SDS2.5 14 3 11-11/16 2-5/8 1-3/8 1 5/8 14 6525 5480 0.13520,F31,R16PHD8 HDU8-SDS2.5 12 3-1/4 16-1/2 3 1-3/8 1 7/8 24 8185 6875 0.0621) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted.2) The designer must specify anchor bolt type, length, and embedment.3) Deflections are derived from static, monotonic load tests of devices connected to DF-L wood members with specified fasteners.4) The designer shall consider the effect of compression, bearing, tension, and combined bending due to device eccentricity when applicable.5) The PHD/PHDA may be elevated off the sill.New products or updated product information are designated in red font.1-800-328-5934 • www.USPconnectors.com37USP2241-131

TENSION TIES – HTT SERIES, LTS SERIES & LTTI31Concrete & MasonryHoldownsHTT series – Secures multi-ply studs or posts to mudsills or foundation. Nailfastening makes for a convenient connection to studs or posts in crampedretrofit installations.LTS series – The LTS19 is designed for nail-on installation to 2x joists orstuds, and the LTS20B provides a nail or bolt fastening option. The LTS20Bwill accommodate wood I-Joists if 10d x 1 1 ⁄ 2˝ nails are used instead of thespecified 16d nails.LTTI31 – An open web joist tension tie designed for use with masonry orconcrete construction.Materials: See chartFinish: G90 galvanizingCodes: ER-0200, NER 608, FL14500, L.A. City RR 25954Installation:• Use all specified fasteners. See Product Notes, page 11.• 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 designprofessional shall specify the type, length, and embedment of the anchor bolt. No washers required.• HTT45 Min – Fill all round nail holes.• HTT45 Max – Fill all round and diamond nail holes.• LTTI31 and LTS connectors must be mounted flush to the surface of the mudsill.• Allowable loads are based on either nail or bolt fastening; nail and bolt values cannot be combined.• Washers are not required on transfer plates that fit over the anchor bolt.• Tighten anchor bolt nuts finger tight snug to base plus, 1/3 to 1/2 additional turns with a wrench. Toprevent loosening of the anchor nut during critical loading, use a locking nut or tighten a second nutover the first to lock nuts in place.USP• Field bending is not required provided minimum fastener edge distance of 3/8” is maintained.• LL930 LumberLok screws are included with HTT5KT.WLWLNEWTypical LTTI31installationCLSteelWD3/8˝Typ.6˝L11/16˝2 3/8˝6 3/16˝LTTI31Hanger not shown 7 WTypical LTSNail BoRef. No. Strap PlateinstallationW L D CL QtyHTT4,HTT5 W10 -- -- 2-1/2 16 2 1-3/8 1-3/4 12 1/2˝HTT4 -- 6 -- 1/4˝ 12 -- -- 3 10-7/16 2-3/4 1-3/8 1-3/4 13 3/4˝ LHTT5 -- -- 12 -- -- 3 13-15/16 L 2-3/4 1-3/8 1-3/4 1© Copyright 2013 USP Structural Connectors ®CLCL1/4˝transferplate1/4˝ transferplateHTT16(HTT22 similar)D1 3/4˝ Typical HTT4HTT4(HTT5 similar)DinstallationHTT45Typical HTT45installationCLDLTS20BLTS20B LTT20B12DCLLTS193 2 20 3 1-1/2 3-3/4 138SteelBolt 4 Strap 2,3,8,9 1 7USPNailDF-L / SP CodeRef. No. Strap Plate W L D CL Qty Dia. Qty Type 160% 5,6 Ref.10d 0.095184155HTT4,16d x 2-1/2 0.10810 -- -- 2-1/2 16 2 1-3/8 1-3/4 1 5/8HTT510d 0.137 26499516d x 2-1/2 0.09213010d x 1-1/2 2715 0.095HTT4 -- -- 12 -- -- 3 10-7/16 2-3/4 1-3/8 1-3/4 1 5/8 20 10d 3295 0.09820,16d x 2-1/2 4465 0.143F31,10d x 1-1/2 3225 0.088R16HTT5 -- -- 12 -- -- 3 13-15/16 2-3/4 1-3/8 1-3/4 1 5/8 28 10d 4745 0.12216d x 2-1/2 5430 0.141HTT5KT 8 HTT5KT 12 -- -- 3 13-15/16 2-3/4 1-3/8 1-3/4 1 5/8 28 LL930 6000 0.079 130HTT16 -- -- 10 -- -- 2-1/2 15-5/8 2 1-3/8 1-3/4 1 5/8 18 10d 3755 0.180HTT22 -- -- 10 -- -- 2-1/2 21-1/2 2 1-3/8 1-3/4 1 5/8 32 10d 3770 0.180LTTI31 LTTI31 18 3 3-3/4 31 2-5/8 1-3/8 3 1 5/8 18 10d x 1-1/2 2805 0.175LTS19 LTT19 16 3 1-3/4 22-1/4 3 1-1/2 2-1/2 1 3/4 8 10d 1205 0.13210 10d x 1-1/2 1100 0.128LTS20B LTT20B 12 3 2 20 3 1-1/2 3-3/4 1 3/4 10 16d 1105 0.1282 1/2 1175 0.12820,F311-800-328-5934 • www.USPconnectors.comL81) Allowable loads have been increased 60% for wind orseismic loads; no further increase shall be permitted.member for the listed loads.3) 16d sinkers may be substituted for the specified 10dcommon nails with no load reduction.4) The designer must specify anchor bolt type, lengthand embedment depth.5) Deflections are derived from static, monotonic loadtests of devices connected to DF-L wood memberswith specified fasteners.6) HTT holdowns raised off of the sill plate may havehigher deflection values.7) LTTI and LTS holdowns shall be installed tight tothe sill plate.8) HTT5KT is sold as a kit and includes (1) HTT5and (28) LL930 screws.9) LL930 LumberLok Screws are #9 x 2-7/8" long.10) NAILS:New products or updated product information aredesignated in .Bolts must be orderedseparately. See page 17for available sizes.

HOLDOWNS – TD & TDX SERIES© Copyright 2013 USP Structural Connectors ®TD – Different welded configurations and sizes achieve a great deal of versality within theTD series.TDX – The TDX2 and TDX5 feature formed designs, all others are welded. All are self-jigging.All models, except TD2, TD5, and TD7, feature a self-jigging design with code requiredend distances built in. (End distance = 7 bolt diameters from the top of the sill to thecenter of the first bolt hole in the studs or post.)Materials: See chartFinish: TDX2-TZ – G-185 galvanizing;All others – USP primerCodes: ER-0200, FL14500, L.A. City RR 25954Patents: #5,092,097 — TDX2Installation:• Use all specified fasteners. See Product Notes, page 11.• Do not use lag bolts. Washers are not required for anchor bolts or between holdown and bolthex head, but standard washers should be used against stud or post under the nut. See page17 for BP/LBP Bearing Plates.• Bolt holes should be a minimum of 1⁄ 32˝ to a maximum of 1⁄16˝ larger than the bolt diameter(as per NDS® specifications).• See pages 28-29 for STB Anchor Bolt section for anchorage options. A designprofessional may specify alternate anchorage with conventional anchor bolts.• A design professional shall determine the adequacy of the stud to resist published loads.When installing to multi-ply 2x studs, the designer must specify the fasteners required to bindthe plies together and resist splitting.• Self-jigging models are designed to provide the required minimum end distance of 7 boltdiameters from the bottom of the stud or post to the centerline of the first bolt hole.• Tighten anchor bolt nuts to finger tight, plus 1/3 to 1/2 additional turns with a wrench. Woodmembers may shrink over time; if possible, nut tightness should be checked periodically. Toprevent loosening of the anchor bolt nut during critical loading, use a locking nut or tighten asecond nut over the first to lock nuts in place.• If used to anchor a built-up post, such as a double 2 x 4, the post component shall bedesigned to act as a single unit. Holdown fasteners specified shall not be considered to attachmultiple plies together.Moisture barriermay be requiredTypical TDX2-TZinstallationTypical TDX2-TZback-to-backinstallation3 1 /2˝Holdowns9/16˝Enddist.HCLWTDX6DUse bearing platesbetween nutand studBP’s required by theCity of Los Angeles.Check with your localbuilding code. (NDSsection 11.1.2.3requires a metalplate, metal strap,or min. of a std.cut washer.End distanceWall studThreadedrodWasher requiredunder anchorbolt nutTD15 = 3 3/8˝TD9 & TD12 = 3 1/2˝Holdown installationbetween floorsTypical TD15installationTypical TDX6installationcontinued on next page1-800-328-5934 • www.USPconnectors.com39USP2241-131

HOLDOWNS – TD & TDX SERIES CONTINUEDUSPStockNo. 11RequiredSteel1-1/2"3" 3-1/2" 4-1/2" 5-1/2"BoltRef. No. Gauge W H D CL Dia. Qty Dia. 5 160% 8 160% 8 160% 8 160% 8 160% 8 4 1,2,3Bolts TD5 -- -- 7 3 6-3/8 3-3/4 2-1/8 3/4 2 3/4 5-1/4 2405 0.122 6 4040 0.140 6 4040 0.140 6 -- -- -- -- 4040 0.140 6CodeRef.Concrete & MasonryHoldownsTD7 -- -- 7 3-3/8 11-7/8 3-5/8 2-1/8 1-1/8 3 7/8 6-1/8 4600 0.095 6 8195 0.125 6 9420 0.139 6 -- -- -- -- 10510 0.152 6TD9 -- -- 7 3-3/8 16-1/2 4-1/4 2-1/8 1-1/8 3 1 7 -- -- -- -- 9330 0.146 6 10715 0.160 6 13370 0.169 6 13500 0.170 6TD12 HD12 3 3-1/2 20-1/2 4-1/4 2-1/8 1-1/8 4 1 7 -- -- -- -- 12070 0.132 6 13960 0.142 6 16550 0.185 6 16550 0.185 6TD15 -- -- 3 3-1/2 25 4-3/8 2-1/8 1-1/4 5 1 7 -- -- -- -- 14505 0.167 6 16845 0.178 6 17755 0.202 6 17755 0.202 6TDX2-TZ HD3B 12 2-1/16 8-1/8 2-3/4 1-1/2 5/8 2 5/8 4-1/2 1910 0.150 6 2345 0.167 6 3130 0.140 6 -- -- -- -- 3130 0.140 6TDX5 -- -- 10 2-1/2 9-3/8 3-7/8 2 3/4 2 3/4 5-1/4 2350 0.134 9 3260 0.179 9 3260 0.179 9 -- -- -- -- 3260 0.179 9TDX6 HD5B 7 3-1/2 11-1/8 3-3/4 2 7/8 2 7/8 6-1/8 2765 0.091 6 5320 0.180 6 5355 0.182 6 -- -- -- -- 5355 0.182 6TDX8 -- -- 7 3-1/2 14-5/8 3-3/4 2 7/8 3 7/8 6-1/8 4065 0.123 9 7120 0.180 9 7120 0.180 9 -- -- -- -- 7120 0.180 9TDX10 HD7B 7 3-1/2 18-1/8 3-3/4 2 7/8 4 7/8 6-1/8 5110 0.126 9 7845 0.181 9 7845 0.181 9 -- -- -- -- 7845 0.181 9TDX14 HD9B 3 3-1/2 20-1/2 3-5/8 2-1/8 1 4 1 7 6625 0.109 9 11995 0.170 9 13075 0.181 9 -- -- -- -- 13075 0.181 91) Allowable loads shown are for single shear connections and may be doubled for back-to-back installations. The designer must verify post and anchor bolt capacities.2) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) The designer must specify stud or post to resist published load values.4) The designer must specify anchor bolt type, length, and embedment.5) All models may be installed with greater than the required anchor end distance with no chart load reduction.6) Deflections are derived from static, monotonic load tests of devices connected to DF-L wood members and consider both the deflection of the holdown andcross grain crushing of the wood post.7) The designer shall consider the effect of compression, bearing, tension, and combined bending due to device eccentricity when applicable.8) Holdowns raised off of the sill plate may have higher deflection values.9) Deflections are derived from static, monotonic load tests of devices connected to a steel jig. Additional deflection due to wood shrinkageand fastener slippage should be considered.New products or updated product information are designated in.20,F31,R16130Bolts must be orderedseparately. See page 17for available sizes.© Copyright 2013 USP Structural Connectors ®SOURCES OF DEFLECTION AT THE SHEARWALL HOLDOWN CONNECTIONSThe following are some of the sources of deflection that should beevaluated by the designer. See the illustration, which applies to otherholdown configurations.A. Improperly-sized stud/post bolt holes – increased bolt slip can occur ifstud/post bolt holes are oversized and exceed the NDS ® recommended bolthole diameter.B. Stud/Post bolt holes – bolt slip can occur.C. Wood crushing at stud/post bolt hole perimeters –the use of larger washers/bearing plates can reduce stress-induced woodcrushing at bolt bearing locations.D. Eccentricity in stud/post caused by holdown –holdowns installed on only one side of a stud or post result in an eccentricitywhich causes increased stresses and movement in a shearwall system.E. Nut spin – anchor bolt nuts that are not restrained can spin loose duringcyclic loading, allowing movement; the use of steel nylon locking nuts or threadadhesive may prevent nut spin.F. Loose nuts – increased movement can occur when nuts are not sufficientlytightened.G. Holdown deflection – holdown deflection can occur when the shearwallsystem is subjected to cyclic stress from earthquakes or high wind.H. Wood Shrinkage – due to drying, wood may shrink and cause boltedconnections to become loose; periodic retightening may be required.I. Localized crushing at wood-bearing surfaces –excessive crushing at wood-bearing surfaces may result from compressiveforces due to overturning during high wind or earthquake loading.HEBCDFGAShearwallEnd PostBearingPlatesHoldownIWoodSill PlateHoldownAnchor BoltFoundationConcrete401-800-328-5934 • www.USPconnectors.com

HOLDOWNS – UPHD SERIESEngineered for high capacity with minimum deflection and low eccentricity.Materials: See chartFinish: USP primerCodes: ER-0200, FL14500, L.A. City RR 25954© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes, page 11.• Place holdown over anchor bolt and drive screws into post.• Tighten anchor bolt nuts finger tight snug to base, plus 1/3 to 1/2 additional turns with awrench. To prevent loosening of the anchor nut during critical loading, use a locking night ortighten a second nut over the first to lock nuts in place.• Holdown may be installed off of the plate with no load reduction.• Post may be shimmed provided the shim acts as a single unit with the post. Holdownfasteners specified shall not be considered to attach shim to post. Shim shall be astructural material equal or better than the post material. Consult a designer or an engineerof record for appropriate fastening of shim.Alternate installations:• Drill hole in concrete or masonry and insert retrofit anchor (i.e. epoxy anchor) capable ofresisting uplift and lateral loading.• Place holdown over anchor bolt and drive screws into post.• Tighten anchor bolt nuts finger tight snug to base, plus 2-3 additional turns with a wrench.To prevent loosening of the anchor nut during critical loading, use a locking nut or tighten asecond nut over the first to lock nuts in place.• Post may be shimmed provided the shim acts as a single unit with the post.Holdown fasteners specified shall not be considered to attach shim to post. Shim shall be astructural material equal or better than the post material. Consult a designer or an engineerof record for appropriate fastening of shim.Typical UPHDinstallationCLWUPHDHDHoldownsTypical UPHDconcretewall installationDimensions (in) Fastener Schedule Allowable Tension Loads (Lbs.) 1,5,7WS3 Wood DF-L / SP S-P-FAnchorScrews 6USPSteelBoltCodeStock No. Ref. No. Gauge W H D CL Dia. 2 Qty 160% at 160% 3,5 160% Ref.UPHD8 HDQ8-SDS3 10 3-1/4 17-1/4 3-1/8 1-3/8 7/8 24 9165 0.075 7695UPHD9 HDU11-SDS2.5 10 3-1/4 17-1/4 3-1/2 1-1/2 1 24 11270 0.057 946520,UPHD11 HHDQ11-SDS2.5 7 3 15-1/8 3-1/2 1-1/2 1 24 14395 0.077 12090 F31,UPHD14R16HDU14-SDS2.5,7 3 18-3/4 3-1/2 1-1/2 1 30 16695 0.082 14020HHDQ14-SDS2.51) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted.2) The designer must specify anchor bolt type, length, and embedment.3) Deflections are derived from static, monotonic load tests of devices connected to DF-L wood members with specified fasteners.4) The designer shall consider the effect of compression, bearing, tension, and combined bending due to device eccentricity when applicable.5) The UPHD may be elevated off the sill.New products or updated product information are designated in red font.1-800-328-5934 • www.USPconnectors.com41USP2241-131

FOUNDATION STRAPS – HPAHD SERIES & PAHD42Designed to anchor wood framing to poured concrete foundations.HoldownsMaterials: See chartFinish: G90 galvanizingCodes: ESR-2787, NER 505, FL15458Installation:• Use all specified fasteners. See Product Notes, page 11 .• Bending the strap horizontally 90° to facilitate wall placement may causeconcrete behind the embedded strap to break away at the top edge (spalling).If the spall is 1˝ or less from the top edge of the concrete, no load reduction isnecessary. If the spall is between 1˝ and 4˝, the allowable load is 0.90 of thepublished chart load.• When installing on lumber less than 31⁄2˝ wide, wood splitting may occur. Toreduce splitting, use 10d x 11⁄2˝ nails or fill every other hole with 16d commonnails. Reduce allowable loads in accordance with code requirements.• Straps are to be installed at the edge of concrete. Install prior to pour by nailingto form. Drive temporary nails through lowest two nail holes into form. Concretelevel should reach embedment line; minimum embedment depths are listed inchart.• Do not rely on these straps to secure concrete sections together between coldjoints; take other measures to transfer the load. If there is a cold joint between slaband foundation, the minimum embedment must be made into the foundation.Fastening opportunities may be reduced because the slab pour level may behigher than some nail holes. Using fewer fasteners will reduce allowable loads.Reduce allowable load by the code capacity for each fastener not installed.• Allowable loads based on a minimum concrete compressive strength of 2,500 psiat 28 days, with one #4 horizontal rebar in the shear cone. Rebar should be aminimum length of 2x embedment depth plus 12˝ (see chart for exceptions incorner installations).• Where fewer fasteners are used in the structural wood member, reduce loadsaccording to the code.• There may be an increase in the amount of deflection if the strap is installed onthe outside of the sheathing, versus directly to the framing members. For moreinformation, visit USP’s Web Site www.USPConnectors.com/techbulletins.htmland reference HPAHD/STAD Strap Anchors Installed Over Shear Wall DiaphramShearing document.• Strap may be bent one complete cycle to aid installation.30˝ Min.rebar length2x embedmentlength + 12˝ Min.rebar lengthTypical HPAHD22single pour edgeinstallationInstall (1) #4rebar inshear coneInstall (1)#4 rebar inshear cone12˝ Min.rebarlength1/2˝ Min.from cornerTypical HPAHD22single pour corner andendwall installation© Copyright 2013 USP Structural Connectors ®WWWEmbedmentlineHEmbedmentlineHH(1) #4 rebarin shearconeNailedportion13 1 /2˝IEIEIEDDD1/2˝ min.from cornerHPAHDPAHD42HPAHD22 form boardinstallationTypical HPAHD22single pour rim joistinstallation421-800-328-5934 • www.USPconnectors.comcontinued on next page

FOUNDATION STRAPS – HPAHD SERIES & PAHD42 CONTINUED© Copyright 2013 USP Structural Connectors ®Allowable Uplift Loads (Lbs.) 3 Deflection at5 3 / 4Fastener Dimensions (in.) MinUSPStock NoHPAHD22Ref. No.-- --SteelGa.10ScheduleQty23 1,2,12 Type16dW2 1 / 16StemwallConcrete Connection StrengthWood Allowable LoadConnection Based on WoodThickness EdgeWind Seismic (lbs) 6,7,8 Seismic (lbs) 6,7,8 Strength ConnectionH I E D (in.) Distance 4,5 10, 11Concrete (lbs) 6,7,8 SDC A,B SDC C-F C D = 1.6 (lbs.) Strength (in.) 91 Uncracked 3300 3300 2635/ 2 "6Cracked 2310 2310 198038300.11824 3 / 4 9 1 / 2 4 1 / 8Uncracked 3460 3460 29651.5 x I E38300.118Cracked 2425 2425 2075PAHD42 -- -- 12 15 16d 2 1 / 16 16 5 / 8 8 61 Uncracked 1225 1225 1050/ 2 "20650.095Cracked 855 855 735Uncracked 2610 2610 21401.5 x I E20650.095Cracked 1830 1830 15651) A 16d Common nail has a diameter of 0.162 inch and a length of 3-1/2 inches.2) Predrilled holes are not required3) The lesser of the allowable load based on anchorage to concrete or wood connection strength must be selected.4) An edge distance of 1/2" implies that the distance from the corner of the wall to the edge of the strap is no less than 1/2".5) An edge distance of 1.5 x I E implies that the minimum distance from the corner of the wall to the centerline of the strap is no less than 1.5 times the embedment depth.6) For edge distances between 1/2" and 1.5 x l E calculate loads using straight line interpolation.7) Minimum anchor spacing for full capacity is 2 x l E . For spacing less than that reduce capacity proportionally.8) The allowable loads are based on lumber with a specific gravity of 0.50 and a moisture content of 19% or less.9) Deformation based on wood connection strength.10) Minimum concrete strength f'c = 2500 psi11) Minimum 1-#4 rebar shall be installed in the shear cone12) NAILS:New products or updated product information are designated in red font.Install (1) #4rebar inshear cone4˝ slabInstall (1)4˝ rebarin shearconeStemwallwidth4˝ slabEmbedmentlineWHCodeRef.13,F34HoldownsIETypical HPAHD22-2Pdouble pour cornerinstallationEdge distance1/2˝ Min. from cornerTypical HPAHD22-2Pdouble pour edgeinstallationDHPAHD22-2PUSPStock No.SteelGaugeFastenerSchedule 2,5Allowable Loads (Lbs.) 1DF-L /SPInstallation MinUpliftW H I E D Type Width Qty 4 Nail 160%EDGE INSTALLATION - 2500 psi Concrete610 2-1/16 26-1/4 14 6-1/4 24 16d 51708CORNER INSTALLATION - 2500 psi Concrete610 2-1/16 26-1/4 14 6-1/4 24 16d 409581) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.specified 16d common nails provided the listed alowable loads are reduced 15%.published allowable load of product.5) NAILS:CodeRef.L51-800-328-5934 • www.USPconnectors.com43USP2241-131

FOUNDATION STRAPS – LSTAD & STAD SERIESThe coined dimples below the embedment line allow for increased concrete bonding. These holdowns retainhigh uplift capacity even when installed at corners of foundation stemwalls. Ideal for use with built up 2x endposts.WRJ after the model indicates LSTAD or STAD for rim joist applications as in STAD8RJ.Rim joist models provide for a 17˝ clear span without the loss of strap nailing.LMaterials: See chartFinish: G90 galvanizingCodes: ESR-2787, NER 608, FL15456CSI EConcrete & MasonryHoldownsInstallation:• Use all specified fasteners. See Product Notes, page 11. The bottom (2) nails are for form boardattachment only and do not contribute to fastener schedule requirements.• Embed holdown in concrete to the embedment line (bend line).• See illustrations for requirements on rebar, edge distances, and clear spans.• Bending the strap horizontally 90° to facilitate wall placement may cause concrete behind the embeddedstrap to break away at the top edge (spalling). If the spall is 1˝ or less from the top edge of the concrete, noload reduction is necessary. If the spall is between 1˝ and 4˝ the allowable load is 0.90 of the published chartload.•When installing on lumber less than 31/2˝ wide, wood splitting may occur. To reduce splitting, use 10d x 11/2˝nails or fill every other hole with 16d common nails. Reduce allowable loads per code requirementsaccordingly.• These straps do not secure concrete sections together at cold joints; take other measures to transfer theload. If there is a cold joint between slab and foundation, the minimum embedment must be made into thefoundation. Fastening opportunities may be reduced because the slab pour level may be higher than somenail holes. Using fewer fasteners will reduce allowable loads. Reduce allowable load by the code capacity foreach fastener not installed.• To achieve full table loads the minimum center-to-center spacing is twice the embedment depth (IE) whenresisting tension loads at the same time.• Where fewer fasteners are used in the structural wood member, reduce loads according to the code.• There may be an increase in the amount of deflection if the strap is installed on the outside of thesheathing, versus directly to the framing members.• Strap may be bent one complete cycle to aid installation.DLSTADWLCSI EDSTADW© Copyright 2013 USP Structural Connectors ®2x embedment length,+ 12˝ Min. rebar lengthInstall (1) #4rebar inshear cone12˝ Min.rebar length12˝ Min.rebar lengthNailedportionCSInstall (1)#4 rebar inshear cone30˝ Min.rebar lengthCSLTypical STAD10edge installationEdge distance1/2˝ Min.from cornerTypical STAD10corner installationEdge distance1/2˝ Min. from cornerTypical STAD14RJcorner rim joist installationI EDSTAD_RJ44Fastener Schedule 1,5 Dimensions (in)Allowable Tension Loads (160%) 2,3,4DF-L / SPEdge Distance - ConcreteUSPSteelMin.2000 psi 2500 psi 3000 psiCodeStock No. Ref. No. Gauge Qty Nail W L L E D CS Stemwall l E l E l E Ref.6LSTAD8 LSTHD8 14 24 16d Sinker 3 8 5 2225 2225 3220 2225 2225 3220 2225 2225 32208L86LSTAD8RJ LSTHD8RJ 14 24 16d Sinker 3 8 5 2225 2225 3220 2225 2225 3220 2225 2225 322085) NAILS:1-800-328-5934 • www.USPconnectors.comcontinued on next page

FOUNDATION STRAPS – LSTAD & STAD SERIES CONTINUED© Copyright 2013 USP Structural Connectors ®Allowable Uplift Loads (Lbs.) 9Fastener Dimensions (in)STAD8 -- -- 12 24 16d Sinker 3 21-5/8 8 5 61 Uncracked 2405 2405 2060/ 2 "4700Cracked 1685 1685 14451.5 x I Uncracked 3930 3930 3060E 4700Cracked 2805 2805 2405USPSteelSeismic 5,6,7 Seismic 5,6,7Ref. No.Qty Type W L IStock NoGa.E D (in) Distance 3,4 Concrete 10,11 WInd 5,6,7 SDC A,B SDC C-FC D = 1.6Schedule 1,12MinStemwallConcrete Connection Strength 10 WoodConnectionThickness EdgeStrengthSTAD8RJSTAD10-- --STHD101212242816d Sinker16d Sinker3335-1/821-5/881055661 Uncracked 2405 2405 2060/ 2 "4700Cracked 1685 1685 1445Uncracked 3930 3930 30601.5 x I E 1 Uncracked 2405 2405 2060/ 2 "Cracked 1685 1685 14454700Uncracked 3930 3930 3060Cracked 2805 2805 24054700STAD10RJ STHD10RJ 12 28STAD14STAD14RJ STHD14RJ 12 3816d Sinker 336 10 5STHD14 12 38 16d Sinker 3 32-1/8 1416d Sinker 3 39-5/8 145665 61.5 x I E 0.1150.115Cracked 2805 2805 24054700 0.1151 Uncracked 2405 2405 2060/ 2 "Cracked 1685 1685 14454700 0.1151.5 x I EUncracked 3930 3930 3060Cracked 2805 2805 24054700 0.1151 Uncracked 5035 5035 4030/ 2 "4685Cracked 3525 3525 30201.5 x I Uncracked 5580 5580 4345E 4685Cracked 4270 4270 36600.1040.1041 Uncracked 5035 5035 4030/ 2 "Cracked 3525 3525 30204685 0.1041.5 x I EUncracked 5580 5580 4345Cracked 4270 4270 36604685 0.1041) Predrilled holes are not required.2) Wood thickness shall be no less than 3 inches (2 - 2x members)3) An edge distance of 1/2" implies that the distance from the corner of the wall to the edge of the strap is no less than 1/2".4) An edge distance of 1.5 x I E implies that the minimum distance from the corner of the wall to the centerline of the strap is no less than 1.5 times the embedment depth.5) For edge distances between 1/2" and 1.5 x l E calculate loads using straight line interpolation.6) Minimum anchor spacing for full capacity is 2 x l E . For spacing less than that reduce capacity proportionally.7) The allowable loads are based on lumber with a specific gravity of 0.50 and a moisture content of 19% or less.8) Deformation based on wood connection strength.9) The lesser of the allowable load based on anchorage to concrete or wood connection strength must be selected..10) Minimum concrete strength f'c = 2500 psi11) Minimum 1-#4 rebar shall be installed in the shear cone12) NAILS:New products or updated product information are designated in red font.Deflection atAllowableLoad Basedon WoodConnectionStrength (in) 100.1150.1150.115CodeRef.13,F33HoldownsFOUNDATION STRAPS – TA SERIESFoundation Straps offer an economical, one-piece method ofachieving a continuous load path from a 2 x 8, 2 x 10, 2 x 12, or2 x 14 rim joist through concrete block to foundation. All modelsrequire a 6˝ embedment into concrete footings.Materials: 12 gaugeFinish: G90 galvanizingOptions: TA51 and TA71 is available in Triple Zinc. Toorder, add TZ to stock number, as in TA51-TZ.Codes: NER 505Installation:• Use all specified fasteners. See Product Notes, page 11.• Allowable loads are based on either nail fastening or boltfastening; nail and bolt values cannot be combined.• Install by inserting product into footing’s wet concrete. All modelsrequire a 6˝ embedment into concrete foundations. Courses ofconcrete block must be laid over connector. Notch mudsill atconnector locations. Wrap strap over rim joist and fasten.• Do not rely on these straps to secure concrete sections togetherbetween cold joints; take other measures to transfer the load. Ifthere is a cold joint between block and foundation, the minimumembedment must be made into the foundation.• Based on product embedment the exposed number of fastenerholes may be reduced. Using fewer fasteners will reduce allowableloads. Reduce allowable loads by the code prescribed allowable loadper fastener, for each fastener not installed.• Allowable loads are based on a minimum concrete compressivestrength of 2,000 psi at 28 days.Double2 X 10rim joist6˝ Min.Typical TAinstallationDouble2 X 10rim joistTypical TAstud to foundationinstallationcontinued on next page1-800-328-5934 • www.USPconnectors.com45USP2241-131

FOUNDATION STRAPS – TA SERIES CONTINUEDHoldownsDimensions (in)Allowable Loads (Lbs.)2 x 8 2 x 10 2 x 122 x 14Fastener Uplift 2 Fastener Uplift 2 Fastener Uplift 2 Fastener Uplift 2Schedule 1,4Schedule 1,4Schedule 1,4Schedule 1,4USPStock No. Ref. No. W L L1 Qty Type 160% Qty Type 160% Qty Type 160% Qty Type 160%Bolt Uplift Values & Schedules for Rim Joist Sizes BelowTA51 PA51 48-1/42-1/16TA71 PA68 68-1/422-1/8 2 1/2 3 1/2 4 1/2 2475 5 1/2 Nail Uplift Values & Schedules for Rim Joist Sizes BelowTA51 PA51 48-1/42-1/16TA71 PA68 68-1/422-1/8 8 2385 14 16 4) NAILS:red font.PURLIN ANCHORS – HPA, PA & PAI SERIESHPA series – For installation into poured concrete walls, foundations, or masonry.The HPA is the heavy-duty version of the PA anchor.PA series – For installation into poured concrete or concrete block walls and foundations.PAI series – For wood I-Joist applications. An expanded 3˝ on-center nail spacingreduces splitting along I-Joist flange.CodeRef.L5Bolts must be orderedseparately. See page 17for available sizes.1 1 /2˝2 1 /16˝2 1 /4˝TAWL1L© Copyright 2013 USP Structural Connectors ®Materials: HPA – 10 gauge; PA & PAI – 12 gaugeFinish: G90 galvanizingOptions: PA18, PA23, and PA28 are availablein Triple Zinc. To order, add TZ to end ofstock number, as in PA18-TZ.Codes: NER 5054 1 /2˝LInstallation:• Use all specified fasteners. See Product Notes, page 11.• Minimum concrete strength is 2,000 psi.• The allowable loads for bolts are based on parallel to grain loading with a 3˝minimum member thickness, except the HPA which requires a 31⁄2˝ thick woodmember. Reduce load per code requirements when minimum member thickness isnot achieved.• Minimum concrete edge distance is 4˝ for PA & PAI series, and 6˝ for HPA series.• Minimum concrete block edge distance is 20˝.• Designer may specify alternate fastening schedules. Refer to Nail SpecificationTable on page 15 for nail shear values. Load values shall not exceed publishedallowable loads.• No anchor bolts are needed for achieving efficient stress transfer from framing toconcrete walls or foundations.PA / HPA2 1 /16˝LPAI461-800-328-5934 • www.USPconnectors.comcontinued on next page

PURLIN ANCHORS – HPA, PA & PAI SERIES CONTINUED4 Min. concrete20˝ Min. concrete blockedge distance#4 rebarmin.4˝© Copyright 2013 USP Structural Connectors ®USPStock No.Typical PA holdowninstallationTypical PA purlininstallationLedgerAllowable Loads (Lbs.) 1,3DF-L / SPConcreteMasonryNails Bolts 2 Nails Bolts 2LNailerRef. No. (in)Size Qty Nail Qty Dia. 160% 160% 160% 160%293544446666Max Capacity2x & 3x Ledger4x LedgerMax Capacity2x & 3x Ledger4x LedgerMax Capacity2x & 3x Ledger4x LedgerMax Capacity2x & 3x Ledger4x LedgerMax Capacity2x & 3x Ledger4x LedgerMax Capacity2x & 3x Ledger4x Ledger12151515232316d16d16d16d16d16d2344441/21/21/21/21/230353700370037005055542522603265370037003035303530353035303530352260303530353035303530356Max Capacity 247524752x & 3x Ledger 12 10d x 1-1/2 -- -- -- ---- --4x Ledger 2270-- --Max Capacity 37006 2x & 3x Ledger 10d x 1-1/2 -- -- -- -- 3510 -- -- 3035 -- --4x Ledger 3095466Max Capacity2x & 3x Ledger4x LedgerMax Capacity2x & 3x Ledger4x Ledger242610d x 1-1/210d x 1-1/2-- ---- ---- ---- --37003700-- ---- --30353035-- ---- -- 23-3/4Concrete 29 6 35 6 4 23-1/2 4 4 35-1/2MinimumEmbedmentMasonryFastener Schedule 6Min Qty 71) Allowable Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined.NAILS:BoltsNails 4,5,6 1/2Typical PAI I-Joist purlinface installationCodeRef.L5HoldownsBolts must be orderedseparately. See page 17for available sizes.Diaphragm to wall anchorage using embeddedstraps may need to be hooked around theconcrete or masonry wall reinforcing steel.IBC 1620.2.1.1-800-328-5934 • www.USPconnectors.com47USP2241-131

CONCRETE ANGLES – TDL SERIESThese angles secure wood posts to concrete or wood floorsin light-duty applications.HoldownsMaterials: 12 gaugeFinish: G90 galvanizingCodes: ER-2039Options: TDL5 is available in Triple Zinc. Toorder, add TZ to end of stocknumber, as in TDL5-TZ.Installation:• Use all specified fasteners. See Product Notes, page 11.• The TDL10 can be embedded into concrete.Minimum embedment depth is 4˝ to achieve allowable loads.• Moisture barrier may be required.Dimensions (in)TDL10Fastener Schedule 4,5,6 Allowable Loads (Lbs.) 1,2,3Anchor BoltsStrapDF-L / SPUSPSteelNails BoltsUplift 160%Stock No. Ref. No. Gauge W H D Qty Dia. Qty Type Qty Dia. Nails Bolts1) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined.3) Allowable loads have been increased in accordance with the code; no further increase shall be permitted.5) Designer must specify anchor bolt type, length, and embedment.6) NAILS:TDL5 A24 12 2 5-3/16 2-1/4 1 1/2 4 16d 1 1/2TDL10 A311 12 2 9-3/4 2-1/4 1 1/2 4 16d 1 1/2955 1105COLD FORMED STEEL HOLDOWNS – HTT14S, LTS20B, & TDS SERIESDHWTypical TDL10embedded interiorinstallationCodeRef.L24˝ Min.Typical TDL5interior installationBolts must be orderedseparately. See page 17for available sizes.© Copyright 2013 USP Structural Connectors ®LTS20B – Light capacity tension tie strap with a 1/4˝ loadtransfer plate.HTT14S – Medium capacity single piece, 3-ply base, formedtension tie.TDS – Heavy capacity tension tie with single piece formedback and welded base plate.2 1 /4˝Narrowwidthallows foreasy fitinsidestudsection2 1/2˝1 3/4˝ LMaterials: See chartFinish: TDS models – USP primer,HTT14S and LTS20B – G90 galvanizingInstallation:3/8˝• Use all specified fasteners. See Product Notes, page 11.• See STB series, pages 28-29, for anchor bolt installationoptions. A design professional may specify alternateanchorage with conventional anchor bolts.• Tighten anchor bolt nuts finger tight snug to base, plus 1/3to 1/2 additional turns with a wrench. To prevent loosening ofthe anchor nut during critical loading, use a locking night ortighten a second nut over the first to lock nuts in place.WTD8SLDCLSTBAnchorsBoltpages28-29Typical cold-formed steelinstallation(TD8S product shown)Steel Gauge Dimensions (in)Fastener ScheduleAllowable Tension Loads (Lbs.) 1,2,3,4To Sill Plate To Stud 2-33 mil (2-20ga) 2-43 mil (2-18ga) 2-54 mil (2-16ga)Back-to-Back Back-to-Back Back-to-BackUSPAnchor Bolts ScrewsStudsStudsStudsStock No. Ref. No. Strap Base W L D CL Qty Dia. Qty Type 100% 160% 100% 160% 100% 160%HTT14S S/HTT14 10 -- -- 2-13/16 14-5/8 2-1/16 1-3/8 1 5/8 14 #10 2480 3290 3680 4425 4825 4825LTS20B S/LTT20 12 3 2 20 3 1-1/2 1 1/2 5 #10 885 1140 1090 1090 1210 1210TD8S S/HD8S 10 3/8 2-1/2 13-7/8 3 1-5/8 1 7/8 24 #10 4655 6210 8110 9665 10310 10310TD10S S/HD10S 10 3/8 2-1/2 16-1/8 3 1-5/8 1 7/8 30 #10 5820 7760 10140 11525 12910 12910TD15S S/HD15S 7 1/2 2-5/8 21-1/2 3 1-11/16 1 1 48 #10 9310 12270 14345 14345 16585 165851) Back-to-back stud members are required unless otherwise noted.2) The allowable loads at 160% can only be used with codes that permit the use of alternate basic load combinations and when the referenced materials standard permits it.3) Designer shall specify anchor embedment and configuration.4) Designer shall verify the adequacy of the steel studs to transfer the required load.CodeRef.110WCLHTT14S6 1/4˝L3 3/4˝1/4˝transferplateCLWLTS20BDD481-800-328-5934 • www.USPconnectors.com

CAPS & BASESPOST ANCHORS . . . . . . . . . . . . . . . . . . . . . PAGE 50• PA, PA(E), & PAU SeriesAdjustable wood to concrete post base with 1˝ stand-off fastens withanchor bolt.PA PA(E) PAUWET POST ANCHORS . . . . . . . . . . . . . . . . . PAGE 51• WAS SeriesWood-to-concrete post base with 1˝ stand-off installs in wet concrete.• WE SeriesWood-to-concrete post base installs in wet concrete.WASWE© Copyright 2013 USP Structural Connectors ®ELEVATED POST BASES . . . . . . . . . . . PAGE 52-53• EBG44-TZ, EPB & EPBH SeriesElevated post bases with tube support allowing for up to 1˝ clearance.• APB SeriesAdjustable post base allows height adjustments of post after installation.COLUMN BASES. . . . . . . . . . . . . . . . . PAGES 54-56• KCBQ SeriesHigh capacity column base fastens to column with WS Wood Screws.• CBE SeriesLight capacity column base bolts or nails to column.EBG/EPBEPBHAPB• KCB SeriesHigh capacity column base bolts to column.• CBSQ SeriesHigh capacity column base with 1˝ stand-off fastens to column with WSWood Screws.KCBQCBEKCBCBSQPOST ANCHORS . . . . . . . . . . . . . . . . . . . . . PAGE 56• D SeriesLight capacity post anchor nails to post and basePOST CAPS . . . . . . . . . . . . . . . . . . . . PAGES 57-59• EPCM & PCM SeriesMedium-capacity post to beam connector.• BC, C, PB, PBES, & PBS SeriesLight-capacity post to beam connector.EPCMDPCMBCCCaps & Bases• PBC SeriesLight-capacity corner post to beam connector.COMPOSITE POST BASES. . . . . . . . . . . . . . PAGE 59PBESPBSPBCPB• CPB SeriesElevated post base to avoid moisture from ground contact.CPBLALLY COLUMN CAPS . . . . . . . . . . . . PAGES 59-60• KLCC SeriesConnects lally columns to beams.KLCCCOLUMN CAPS. . . . . . . . . . . . . . . . . . PAGES 60-63• KCCQ & KECCQ SeriesHeavy-capacity column to beam connector fastens to column and beamwith WS Wood Screws.• KCC & KECC SeriesHeavy-capacity column to beam connector bolts to column and beam.KCCQKECCQ KCC KECC1-800-328-5934 • www.USPconnectors.com 49USP2241-131

POST ANCHORS – PA, PA(E), & PAU SERIESPost Anchors are used to secure wood posts to concrete footings. These post anchors also providemoisture damage protection and feature a 1˝ stand-off plate to elevate wood posts above concrete surfaces.PA(E) – 2-sided post anchors with high uplift and bearing capacity.PA – High capacity utilizing 4-sided design.PAU – Higher uplift resistance and optional bolt fastening to post.Materials:Finish:Options:Codes:See chartG90 galvanizing, PA_E-GC models - Gold CoatPA44, PA46, PA66, PA66R, PA44E, PA46E, PA66E, PAU44, PAU46,PAU66 & PAU88 are available in Triple Zinc. To order, add TZ tostock number, as in PA44-TZ.PAU44, PAU46, PAU66 & PAU88 are available in Stainless SteelTo order, add SS to stock number, as in PAU44-SS.ESR-3449, FL821, FL822,L.A. City RR 25779Installation:• Use all specified fasteners. Install with supplied washer. See Product Notes, page 11.• Anchor bolts and nails are not furnished.• Not recommended for fence posts or other unrestrained (not fixed or fastened at top)applications. These anchors are not designed to resist overturning (moment) loads.• Anchor bolt installation – position specified 5/8˝ diameter anchor bolt at desired location withminimum 4˝ embedment into 2000 psi concrete. A minimum 2˝ edge distance is required to achieveallowable loads.• For hardened concrete or retrofit installations – use 5/8˝ diameter threaded rod with epoxy adhesive,follow installation instructions.The codes specify that non decay resistant columns exposed toweather or located in basements or cellars must be supported bypiers or metal pedestals projecting 1-inch above floor orfinished grade. IRC R317.1.4, IBC 2304.11.2.7.The codes specify that structural columns shall be fastenedto resist net induced uplift forces and prevent lateral displacementat the bottom end. IRC R407.3, IBC 2304.9.7.Bolts must be orderedseparately. See page 17for available sizes.Typical PA44EinstallationPAUcross-sectionH2˝2 3/4˝WPAUL© Copyright 2013 USP Structural Connectors ®Caps & BasesSteel Gauge Dimensions (in) Fastener Schedule 2,3,5 Allowable Loads (Lbs.) 4Anchor BoltPostDF-L / SPNails Bolts Bearing Uplift 1Post/StanColumn USPd-offNails BoltsCodeSize Stock No. Ref. No. Base Plate W H L Qty Dia. Qty Type Qty Dia. 100% 160% 160% Ref.4 x 4 PA44 -- -- 18 12 3-9/16 2-1/8 3-1/2 1 1/2 8 16d -- -- -- -- 5135 380 -- --4 x 4RoughPA44R -- -- 18 12 4-1/16 3-1/2 4 1 1/2 12 16d -- -- -- -- 5135 380 -- --4 x 6 PA46 -- -- 18 12 3-9/16 3-1/2 5-1/2 1 1/2 14 16d -- -- -- -- 6285 505 -- --4 x 611,PA46R -- -- 18 10 4-1/16 3-1/2 6 1 1/2 14 16d -- -- -- -- 6285 505 -- --RoughF16,6 x 6 PA66 -- -- 18 12 5-9/16 3-1/2 5-1/2 1 1/2 16 16d -- -- -- -- 6950 470 -- -- R136 x 6RoughPA66R -- -- 18 12 6-1/16 3-1/4 6-1/16 1 1/2 16 16d -- -- -- -- 6950 470 -- --4 x 4PA44E ABA44 6 16d18 16 3-9/16 3-1/2 3-1/2 1 1/2-- --PA44E-GC -- -- 6 N16C-GC-- -- 6775 990 -- --4 x 6PA46E ABA46 8 16d18 12 3-9/16 3-1/2 5-1/2 1 5/8-- --PA46E-GC -- -- 8 N16C-GC-- -- 13815 825 -- -- 1306 x 6PA66E ABA66 8 16d11,14 12 5-1/2 3-1/2 5-1/2 1 5/8-- -- -- -- 16005 1060 -- --PA66E-GC -- -- 8 N16C-GCF16, R136 x 6RoughPA66ER-TZ ABA66R 14 12 6 3-1/4 5-1/2 1 5/8 8 16d HDG -- -- -- -- 16005 1060 -- -- 1304 x 4 PAU44 ABU44 12 16 3-9/16 5-7/16 3 1 5/8 12 16d 2 1/2 6775 2535 22654 x 6 PAU46 ABU46 10 12 3-9/16 6 5 1 5/8 12 16d 2 1/2 13815 2535 226511,6 x 6 PAU66 ABU66 10 12 5-1/2 6 5 1 5/8 12 16d 2 1/2 16005 2380 2265F15,8 x 8 PAU88 ABU88 12 12 7-1/2 7-3/16 7-1/16 2 5/8 14 16d -- -- -- -- 24900 3185 -- --R138 x 8PAU88R ABU88R 12 12 8-1/16 6-15/16 7-1/16 2 5/8 14 16d -- -- -- -- 24900 3185 -- --Rough1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) All bolts shall meet or exceed the specifications of ASTM A 307.4) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined.5) NAILS:New products or updated product information are designated in red font.Typical PAinstallationStand-offplateWasherBasePAU88501-800-328-5934 • www.USPconnectors.comPA

WET POST ANCHORS – WAS & WE SERIESWAS – A formed base providing a 1˝ stand-off with high bearing capacity.WE – A formed, one-piece design. Includes embossing for additional lateralstrength.© Copyright 2013 USP Structural Connectors ®Materials: See chartFinish: G90 galvanizingOptions: WAS44, WAS46, WAS66, WE44, WE46, & WE66 are available inTriple Zinc. To order, add TZ to stock number, as in WAS44-TZ.WAS44, WAS66 & WE44 are available in Hot-dip galvanized. Toorder, add HDG to stock number, as in WAS44-HDG.Codes: NER 530 & NER 608, ER-2039Installation:• Use all specified fasteners. See Product Notes, page 11.• Insert into wet concrete after the pour. For the WE, embed the anchor so that thebase plate is flush with the surface of the concrete. For the WAS, embed theanchor until the concrete surface meets the bottom edge of the stand off baselegs. This will provide a 1˝ stand-off where required. A 2˝ minimum edge distanceis required to achieve allowable loads.• Not recommended for fence posts or other unrestrained (not fixedor fastened at top) applications. These anchors are not designed to resistoverturning (moment) loads.2˝ Min.edgedistanceUpliftF 1F 2Typical WASinstallation1˝ Stand-offplateThe codes specify that non decay resistant columnsexposed to weather or located in basements or cellarsmust be supported by piers or metal pedestalsprojecting 1-inch above floor or finished grade.IRC R317.1.4, IBC 2304.11.2.7.2˝ Min.edge distanceH 1LW 1W 1H 1W 2LThe codes specify that structural columns shall befastened to resist net induced uplift forces and preventlateral displacement at the bottom end.IRC R407.3, IBC 2304.9.7.Typical WEinstallationSteel Gauge Fastener Schedule 4,6,7 Allowable Loads (Lbs.) 2,5 Dimensions (in)DF-L / SPPost USPBearing Uplift 1 F1 F2CodeSize Stock No. Ref. No. Base Strap W1 W2 H1 H2 3 L Qty Type 100% 160% 160% 160% Ref.4 x 4 WE44 PB44 12 12 3-1/2 -- -- 4-3/4 3-3/8 3-1/412 16d 1405 1180 1135-- --2 1/2 1430 1020 910L64 x 4RoughWE44R PB44R 12 12 4 -- -- 5 3-5/8 3-3/8 12 16d -- -- 1405 1180 1135 L24 x 6 WE46 PB46 12 12 5-1/2 -- -- 4-3/4 3-3/8 3-1/412 16d -- -- 1405 1180 11352 1/2 1430 1020 910L64 x 6RoughWE46R -- -- 12 12 6 -- -- 5 3-5/8 3-3/8 12 16d -- -- 1405 1180 11356 x 6 WE66 PB66 12 12 5-1/2 -- -- 5 3-5/8 5-3/8 12 16d -- -- 2100 -- -- 2860 L26 x 6RoughWE66R PB66R 12 12 6 -- -- 5 3-5/8 5-3/8 12 16d -- -- 2100 -- -- 28604 x 4 WAS44 PBS44A 16 14 3-9/16 3-1/2 6-3/4 3-1/2 2-1/414 16d 2600 1405 130067752 1/2 2600 1415 13004 x 6 WAS46 PBS46 12 14 3-9/16 5-1/2 6-3/4 3-1/2 2-1/414 16d 2600 1405 1300138152 1/2 2600 1485 1300L86 x 6 WAS66 PBS66 12 12 5-1/2 5-1/2 6-3/4 5 2-1/414 16d 3295 2100 1540160052 1/2 4370 2165 15401) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined.3) H2 is mimimum embedment length of anchor into concrete.5) Minimum concrete compressive strength shall be 2,000 psi at 28 days.6) All bolts shall meet or exceed the specifications of ASTM A 307.7) NAILS:H 2WE11 3 /16˝H 2WASBolts must be orderedseparately. See page 17for available sizes.Caps & Bases1-800-328-5934 • www.USPconnectors.com51USP2241-131

ELEVATED POST BASES – EBG, EPB, & EPBH SERIESThese post bases allow installers to pre-align posts and preset post heightsabove concrete floors or footings. By eliminating post-to-concrete contact,moisture damage is reduced.EPB – Welded and primed.EBG44 – Galvanized for added corrosion resistance.F 2F 1UpliftBearing3˝ Min. edgedistanceMaterials: EPB – 14 gauge tube; 12 gauge steel U-bracketEBG44 – 16 gauge tube; 16 gauge steel U-bracketEPBH – 15mm rebar stem; 12 gauge HRPO steel U-bracketFinish: EPB – USP primer;EPBH – Hot-dip galvanizedEBG44 – G-185 galvanizingOptions: EPB4408, EPB4608, and EPB6608-HDG are available inhot-dipped galvanized. To order, add HDG to stock number,as in EPB4408-HDG.Codes: NER 505Installation:• Use all specified fasteners. See Product Notes, page 11.• Not recommended for fence post or other fixed post applications.These anchors are not designed to resist overturning (moment) loads.Typical EPBinstallation1˝ Max.elevation© Copyright 2013 USP Structural Connectors ®The codes specify that non decay resistant columns exposed toweather or located in basements or cellars must be supported bypiers or metal pedestals projecting 1-inch above floor orfinished grade. IRC R317.1.4, IBC 2304.11.2.7.Caps & BasesThe codes specify that structural columns shall be fastenedto resist net induced uplift forces and prevent lateral displacementat the bottom end. IRC R407.3, IBC 2304.9.7.NEWH 1H 2WLTypical EBG44-TZinstallationWLH 2H 1Typical EPBHinstallationEPBHDimensions (in)Fastener Allowable Loads (Lbs.)Schedule 3,4DF-L / SPPost USPF1 1 F2 1 Bearing Uplift 2Size Stock No. Ref. No. W L H1 H2 Qty Nail 160% 160% 100% 160%4 x 4 EPBH44EPB44PHDG,RCPS3.5HDG3-1/2 3-3/8 2-3/4 7 4 16d HDG -- -- -- -- -- -- -- --4 x 4 Rough EPBH46R RCPS46HDG 4-1/8 5-3/8 3 7 4 16d HDG -- -- -- -- -- -- -- --6 x 6 EPBH66 RCPS5.5HDG 5-1/2 5-3/8 3 7 4 16d HDG -- -- -- -- -- -- -- --6 x 6 Rough EPBH66R RCPS6HDG 6-1/8 5-3/8 3 7 4 16d HDG -- -- -- -- -- -- -- --4 x 4 EPB4408EPB44,EPB44-123-9/16 3 3 8 8 16d 1115 1075 3045 11404 x 6 EPB4608EPB46,EPB46-123-9/16 5 3 8 12 16d 2330 1695 3045 15606 x 6 EPB6608EPB66,EPB66-125-9/16 5 3-3/16 8 12 16d 2330 1695 4665 15604 x 4 EBG44-TZ EPB44A 3-9/16 2-3/4 2-3/8 7-1/2 8 16d HDG 1100 1180 2485 1085EBG/EPB similarCodeRef.130L54) NAILS:521-800-328-5934 • www.USPconnectors.com

HEIGHT ADJUSTABLE POST BASE - APB SERIESAllows height adjustments of post after installation. A maximum heightadjustment of 4" can be achieved with this product. Adjustments may berequired if original installation is not exact, if there is a greater slope on adeck than estimated, or if there is heaving or sinking of the post beyondthe initial installation. Embed in concrete a minimum of 6". Useful forreducing moisture damage.NEWMaterials: 16 gauge tube;12 gauge steel U-bracketFinish: Hot-dip galvanized© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes, page 11.• Not recommended for fence post or other unrestrained (not fixed orfastened at top) applications. These anchors are not designed toresist overturning (moment) loads.Typical APBinstallationW LH 1H 263/8˝PostSizeUSPStock No.Dimensions (in) Fastener Allowable Loads (Lbs.)Schedule 3,4DF-L / SPF1 1 F2 1 Bearing Uplift 2Ref. No. W L H1 H2 Qty Nail 160% 160% 100% 160%4 x 4 APB44 -- -- 3-1/2 3-3/8 2-3/4 6-3/4 4 16d HDG -- -- -- -- -- -- -- -- 1304) NAILS:CodeRef.APBCaps & Bases1-800-328-5934 • www.USPconnectors.com 53USP2241-131

COLUMN BASES - KCBQ SERIESKCBQ – High capacity base fastens with WS wood screws.Materials: 10 gaugeFinish: G90 galvanizingOptions: KCBQ models available in rough/full sizes.KCBQ44, KCBQ46, KCBQ66, and KCBQ88available in Hot-dip galvanized. To order, addHDG to stock number, as in KCBQ44-HDG.Codes: ICBO 27253” Min.edge distanceInstallation:• Use all specified fasteners. See Product Notes, page 11.• WS2 Wood Screws, 1/4˝ dia. x 2˝ long, are supplied withKCBQ Column Bases.• Not recommended for fence posts or other unrestrained(not fixed or fastened at top) applications. These basesare not designed to resist overturning (moment) loads.• All models require a minimum edge distance of 3˝.• Embed column base with bottom of base plateflush to concrete.W1Typical KCBQ66installationHLW2© Copyright 2013 USP Structural Connectors ®8˝KCBQ66Caps & BasesDimensions (in)FastenerSchedule 2,3 Allowable UpliftLoads (Lbs.) 1Column USPSteelDF-L / SPCodeSize Stock No. Ref. No. Gauge W1 W2 H L Qty Type 160% Ref.4 x 4 KCBQ44 CBQ44-SDS2 10 3-9/16 3-1/2 8-3/4 2-1/4 14 WS2 6870L34 x 6 KCBQ46 CBQ46-SDS2 10 3-9/16 5-1/2 8-3/4 2-1/4 14 WS2 68704 x 8 KCBQ48 -- -- 10 3-9/16 7-1/2 8-3/4 2-1/4 14 WS2 68706 x 4 KCBQ64 -- -- 10 5-1/2 3-1/2 8-3/4 2-1/4 14 WS2 68701306 x 6 KCBQ66 CBQ66-SDS2 10 5-1/2 5-1/2 8-3/4 2-1/4 14 WS2 6870 L36 x 8 KCBQ68 -- -- 10 5-1/2 7-1/2 8-3/4 2-1/4 14 WS2 68707-1/8 x 3-1/2 KCBQ71-4 -- -- 10 7-1/8 3-1/2 8-3/4 2-1/4 14 WS2 68707-1/8 x 5-1/2 KCBQ71-6 -- -- 10 7-1/8 5-1/2 8-3/4 2-1/4 14 WS2 68707-1/8 x 7-1/8 KCBQ71-7 -- -- 10 7-1/8 7-1/8 8-3/4 2-1/4 14 WS2 68708 x 6 KCBQ86 -- -- 10 7-1/2 5-1/2 8-3/4 2-1/4 14 WS2 6870 1308 x 8 KCBQ88 -- -- 10 7-1/2 7-1/2 8-3/4 2-1/4 14 WS2 687010 x 10 KCBQ1010 -- -- 10 9-1/2 9-1/2 8-3/4 2-1/4 14 WS2 687010 x 12 KCBQ1012 -- -- 10 9-1/2 11-1/2 8-3/4 2-1/4 14 WS2 687012 x 12 KCBQ1212 -- -- 10 11-1/2 11-1/2 8-3/4 2-1/4 14 WS2 6870Glulam Sizes5-1/8glulamKCBQ5 -- -- 10 5-1/4 Spec. 8-3/4 2 14 WS2 68706-3/4glulamKCBQ7 -- -- 10 6-7/8 Spec. 8-3/4 2 14 WS2 6870 1308-3/4glulamKCBQ9 -- -- 10 8-7/8 Spec. 8-3/4 2 14 WS2 68701) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) Concrete compressive strength shall be 2,000 psi or greater at 28 days.The codes specify that structural columns shall be fastenedto resist net induced uplift forces and prevent lateral displacementat the bottom end. IRC R407.3, IBC 2304.9.7.Bolts must be orderedseparately. See page 17for available sizes.541-800-328-5934 • www.USPconnectors.com

COLUMN BASES – CBE & KCB SERIESCBE – 12 gauge base for carports, patios, or other residential framing.© Copyright 2013 USP Structural Connectors ®KCB – Provides high structural capacity and rugged performance.Materials: See chartFinish: CBE & KCB (5/8˝ bolt models) – G90 galvanizing;KCB (3/4˝ bolt models) – USP primerOptions: KCB models available in rough/full sizes.KCB44, KCB46, KCB48, KCB66, KCB68, KCB88, KCB1010, &KCB1212 are available in Hot-dip galvanized. To order, addHDG to stock number, as in KCB44-HDG.Codes: NER 530Installation:• Use all specified fasteners. See Product Notes, page 11.• Not recommended for fence posts or other unrestrained (not fixed orfastened at top) applications. These bases are not designed to resistoverturning (moment) loads.• All models require a minimum edge distance of 3˝.• Bolted models feature diamond holes for temporary nail fastening to facilitatedrilling and bolting.• Embed column base with bottom of base plate flush to concrete.3˝ Min.Edge distanceTypical CBEinstallationLSteel Gauge Dimensions (in) Fastener Schedule 2,3,4,6 Allowable Loads (Lbs.) 5Bolts NailsDF-L / SPUplift 1Column USPBolts NailsCodeSize Stock No. Ref. No. Strap Base W1 W2 H L Qty Type Qty Type 160% 160% Ref.4 x 4 CBE44 LCB44 12 12 3-9/16 3-1/2 7-1/2 2 2 1/2 12 16d 4380 28204 x 6 CBE46 LCB46 12 12 3-9/16 5-1/2 7-1/2 2 2 1/2 12 16d 4370 28206 x 6 CBE66 LCB66 12 12 5-1/2 5-1/2 7-1/2 2 2 1/2 12 16d 4360 28204 x 4 KCB44 CB44 7 7 3-9/16 3-9/16 8-7/8 2 2 5/8 -- -- -- -- 7090 -- --L64 x 6 KCB46 CB46 7 7 3-9/16 5-1/2 8-7/8 2 2 5/8 -- -- -- -- 7080 -- --4 x 8 KCB48 CB48 7 7 3-9/16 7-1/2 8-7/8 2 2 5/8 -- -- -- -- 7070 -- --6 x 4 KCB64 CB64 7 7 5-1/2 3-1/2 8-7/8 3 2 5/8 -- -- -- -- 7095 -- -- 1306 x 6 KCB66 CB66 7 7 5-1/2 5-1/2 8-7/8 3 2 5/8 -- -- -- -- 7085 -- --6 x 8 KCB68 CB68 7 7 5-1/2 7-1/2 8-7/8 3 2 5/8 -- -- -- -- 7080 -- --6 x 10 KCB610 CB610 7 7 5-1/2 9-1/2 8-7/8 3 2 5/8 -- -- -- -- 7075 -- --7 x 3-1/2 KCB74 CB7-1/8-4 3 7 7-1/8 3-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- --L67 x 5-1/2 KCB76 CB7-1/8-6 3 7 7-1/8 5-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- --7 x 7 KCB77 CB7-1/8-7 3 7 7-1/8 7-1/8 9-3/4 3 2 3/4 -- -- -- -- 8185 -- --8 x 6 KCB86 CB86 3 7 7-1/2 5-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- 1308 x 8 KCB88 CB88 3 7 7-1/2 7-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- --10 x 10 KCB1010 CB1010 3 7 9-1/2 9-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- --10 x 12 KCB1012 CB1012 3 7 9-1/2 11-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- --L612 x 12 KCB1212 CB1212 3 7 11-1/2 11-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- --Glulam Sizes5-1/8CB5-4.5,KCB5glulamCB5-63 7 5-1/4 specify 9-3/4 3 2 3/4 -- -- -- -- 8185 -- --6-3/4CB7-6, CB7-7.5,KCB7glulamCB7-9, CB7-10.53 7 6-7/8 specify 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- L68-3/4glulamKCB9CB9-6, CB9-7.5,CB9-9, CB9-10.53 7 8-7/8 specify 9-3/4 3 2 3/4 -- -- -- -- 8185 -- --1) Uplift Loads have been increased 60% for wind and seismic loads, no further increase shall be permitted.2) All bolts shall meet or exceed the specifications of ASTM A 307.4) Concrete compressive strength shall be 2,000 psi or greater at 28 days.5) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined.6) NAILS:H7˝W 1CBELH8˝W 13 3 /16˝W 23˝W 2Caps & BasesBolts must be orderedseparately. See page 17for available sizes.The codes specify that structural columns shall be fastenedto resist net induced uplift forces and prevent lateral displacementat the bottom end. IRC R407.3, IBC 2304.9.7KCB1-800-328-5934 • www.USPconnectors.com55USP2241-131

COLUMN BASES – CBSQ SERIESThese column bases install using USP’s WS2-HDG Wood Screws,reducing installation time and cost. Designed for high uplift in high wind orseismic applications. Includes a stand-off plate to protect the wood fromground contact moisture.1˝standoffMaterials: See chartFinish: G-185 galvanizingOptions: CBSQ44, CBSQ46, & CBSQ66 are available in Hot-dipgalvanizing. To order, add HDG to stock number,as in CBSQ44-HDG.Installation:• Use all specified fasteners. See Product Notes, page 11.• WS2-HDG Wood Screws, 1/4˝ dia. x 2˝ long, are supplied with CBSQBases.• All models require a minimum edge distance of 3˝.• Embed the column base until the concrete surface meets thebottom edge of the stand-off plate.• Not recommended for fence posts or other unrestrained (not fixedor fastened at top) applications. These bases are not designed toresist overturning (moment) loads.CBSQ44-TZSteel Gauge Dimensions (in) Fastener Allowable Loads (Lbs.)Schedule 2,3DF-L / SPColumn USPWood Bearing Uplift 1Size Stock No. Ref. No. Strap Base W1 W2 H L Qty Screws 100% 160%4 x 4 CBSQ44-TZ CBSQ44-SDS2 10 16 3-9/16 3-1/2 8-3/4 2-1/4 14 WS2-HDG 6775 68704 x 6 CBSQ46-TZ CBSQ46-SDS2 10 12 3-9/16 5-7/16 8-3/4 2-1/4 14 WS2-HDG 13815 68706 x 6 CBSQ66-TZ CBSQ66-SDS2 10 12 5-1/2 5-7/16 8-3/4 3 14 WS2-HDG 16005 68701) Uplift Loads have been increased 60% for wind and seismic loads, no further increase shall be permitted.3) Concrete compressive strength shall be 2,000 psi or greater at 28 days.H7 3 /16˝LW 1CodeRef.130W 23˝ Min. edgedistanceTypical CBSQ44-TZinstallationThe codes specify that nondecay resistant columnsexposed to weather or locatedin basements or cellars must besupported by piers or metalpedestals projecting 1-inchabove floor or finished grade.IRC R317.1.4,IBC 2304.11.2.7.The codes specify thatstructural columns shall befastened to resist net induceduplift forces and preventlateral displacement at thebottom end. IRC R407.3,IBC 2304.9.7.© Copyright 2013 USP Structural Connectors ®Caps & Bases56POST ANCHORS – D SERIESSecures nominal sized posts to wood surfaces for light-duty applications.Materials: 18 gaugeFinish: G90 galvanizing; D44-TZ & D46-TZ - G-185galvanizingOptions: D46, D66 & D66R are available in Triple Zinc.To order, add TZ to stock number, as in D46-TZ.Codes: ESR-3449, L.A. City RR 25779, FL11664Installation:• Use all specified fasteners. See Product Notes, page 11.• Not recommended for fence posts or other unrestrained (not fixedor fastened at top) applications. These anchors are not designed toresist overturning (moment) loads.• While D series post anchors offer some lateral and uplift resistance, theyare not recommended as a primary means of anchorage for posts inrailings. They may be used only for intermediate posts between fullyanchored corner / end posts in rail systems.1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS:New products or updated product information are designated in red font.1-800-328-5934 • www.USPconnectors.comF2F1Typical D installationDimensions (in) Fastener Schedule 2,3Allowable Loads (Lbs.) 1PostBeamDF-L / SPS-P-FUSPSteelF1 F2 Uplift F1 F2 UpliftCodePost Size Stock No. Ref. No. Gauge W H L Qty Nail Qty Nail 160% 160% 160% 160% 160% 160% Ref.BC40,4 x 4 D44-TZ18 3-9/16 2-1/2 3-3/8 8 16d HDG 4 16d HDG 875 875 715 750 750 565 11,BC40ZF20,4 x 4 Rough D44R BC40R 18 4 3 3-3/4 8 16d 4 16d 875 875 715 750 750 565R134 x 6 D46 -- -- 18 3-9/16 3 5-3/8 10 16d 5 16d 1020 1095 715 855 920 6004 x 6 Rough D46R-TZ -- -- 18 3-9/16 3 5-3/8 10 16d 5 16d 1020 1095 715 855 920 600 1306 x 6 D66 BC60 18 5-1/2 3 5-3/8 10 16d 5 16d 1020 1095 715 855 920 600 11,6 x 6 Rough D66R BC60R 18 6 3 5-3/8 10 16d 5 16d 1020 1095 715 855 920 600 F20,8 x 8 Rough D88 BC80 18 7-1/2 3 7-3/8 12 16d 5 16d 1020 1095 715 855 920 600 R13DLUpliftWH

POST CAPS – EPCM & PCM SERIES© Copyright 2013 USP Structural Connectors ®PCM – Provides a positive connection for medium-duty, post-tobeamapplications.EPCM – End column caps.Materials: See chartFinish: G90 galvanizingOptions: EPCM4416, EPCM4616, EPCM66, EPCM6616,PCM44, PCM46, PCM66, PCM4416, PCM4616,PCM4816 & PCM6616 are available in TripleZinc. To order, add TZ to stock number,as in PCM4416-TZ.To order for end post applications, add E to thebeginning of the part number, as in EPCM4416.Codes: ESR-3449, FL13285, L.A. City RR 25779Installation:• Use all specified fasteners. See Product Notes, page 11.• PCM 16 gauge post caps should not be substituted for PCM 12gauge post caps unless approved by the Engineer of Record.Fastener Schedule 1,2USP Ref. Steel PostBeamSeries Series Gauge Qty Type Qty Typeift 1 CodePCM_16 PC_16 16 8 16d 12 16d% Ref.PCM PC 12 8 16d 12 16d00 EPCM_16 EPC_16 16 8 16d 8 16d00 EPCM EPC 12 8 16d 8 16d00 00 2) NAILS:00W 1L 2 H13 3 /4˝WL1 2PCMW 1L 3WL 2 1EPCMH 13 3 /4˝F 2UpliftF 1Typical PCM46installationTypical EPCMinstallation11,F30,R13USPStock No.Dimensions (in)Allowable Loads (Lbs.)PCM EPCMDF-L / SPUSP Ref. SteelPCMEPCMSeries Series GaugeF1 F2 Uplift 1 F1 F2 Uplift 1 CodePCM_16 PC_16 16Ref. No. Beam Post W1 W2 H1 L1 L2 L3 160% 160% 160% 160% 160% 160% Ref.PCM PC 12PCM4416 PC44-16 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 11 7-1/4 1300 1480 1100 1300 1480 1100 EPCM_16 EPC_16 16PCM44 PC44 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 11 7-1/4 1545 1850 1900 1545 1850 1900 EPCM EPC 12PCM46 PC46 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 13 9-1/4 1545 1850 1900 1545 1850 1900 PCM4616 PC46-16 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 13 9-1/4 1300 1480 1100 1300 1480 1100 2) NAILS:PCM4816 PC48-16 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 15 11-1/4 1300 1480 1100 1300 1480 1100PCM48 PC48 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 15 11-1/4 1545 1850 1900 1545 1850 1900PCM6416 PC64-16 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 11 7-1/4 1765 1765 1120 1765 1765 1120PCM64 PC64 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 11 7-1/4 2115 1905 1795 1905 1905 1795PCM6616 PC66-16 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 13 9-1/4 1765 1765 1120 1765 1765 1120PCM66 PC66 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 13 9-1/4 2115 1905 1795 1905 1905 1795PCM6816 -- -- 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 15 11-1/4 1765 1765 1120 1765 1765 1120PCM68 PC68 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 15 11-1/4 2115 1905 1795 1905 1905 1795PCM77 -- -- 7-1/8 7-1/8 7-1/8 7-1/8 3-11/16 5-5/8 14-9/16 10-13/16 2115 1905 1795 1905 1905 1795PCM8416 -- -- 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 11 7-1/4 1765 1765 1120 1765 1765 1120PCM84 PC84 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 11 7-1/4 2115 1905 1795 1905 1905 1795PCM8616 -- -- 8x 6x 7-1/2 5-9/16 3-3/8 5-5/8 13 9-1/4 1765 1765 1120 1765 1765 1120PCM86 PC86 8x 6x 7-1/2 5-9/16 3-1/2 5-5/8 13 9-1/4 2115 1905 1795 1905 1905 1795PCM8816 -- -- 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 15 11-1/4 1765 1765 1120 1765 1765 1120PCM88 PC88 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 15 11-1/4 2115 1905 1795 1905 1905 1795 red font.11,F30,R13Caps & Bases1-800-328-5934 • www.USPconnectors.com57USP2241-131

POST CAPS – BC, C, PB, PBES, & PBS SERIESBC – One-piece design for double 2x’s to a 4x post.C – One-piece design.PB – Two-piece design.PBES & PBS – Two-piece design withextended side plates and wrap around post design.Easy retrofit installations.UpliftF2HL 2 2H 1L 1L 1Materials: 18 gaugeFinish: G90 galvanizing;BC400-TZ, PB44-6TZ &PB66-6TZ – G-185 galvanizing;PB44-GC & PB66-6GC –Gold CoatOptions: C44, C46, C46R, C66, C66R,PBS44, PBS66, PBS66R,PBES44 & PBES66 areavailable in Triple Zinc. To order,add TZ to stock number, as inPBS44-TZ.C44, PBES44, PBES66, PBS44,& PBS66 are available inStainless steel. To order, add SSto stock number, as in C44-SS.Codes: ESR-3449,L.A. City RR 25779,FL11664, FL13285F1Typical PBSinstallationTypical PBESinstallationW1PBSL 2H 2H 1 W 1L 1PBESTypical PB-TZinstallationTypical C44installationH 2H 1W1PB44-6TZL W 2 1H 2H 1L1C44W 2© Copyright 2013 USP Structural Connectors ®Caps & Bases58Installation:• Use all specified fasteners. See Product Notes, page 11.• These products are designed to work with single,solid-sawn beams, but can be used with built-upbeams. When installed to multiple beams made upof 2x lumber and shims, fasten the plys and shimstogether to act as a unit.• PB, PBES, PBS post caps are to be installed in pairs.Typical BCinstallationDimensions (in) Fastener Schedule 3,4PostBeamDF-L / SPSteelUSPGaugUplift F1 F2CodePost Size Stock No. Ref. No. e W1 W2 H1 H2 L1 L2 Qty Type Qty Type 160% 160% 160% Ref.BCS2-2/4,10d x -1-1/2 10d x -1-1/24 x 4 BC400-TZ18 3-9/16 3-1/8 2-3/8 3 3-5/16 -- -- 10 8615 780 580 130BCS2-2/4ZHDGHDG4 x 4 C44 BC4 18 3-9/16 3-9/16 2-7/8 2-7/8 3-1/4 3-1/4 6 16d 6 16d 1000 1225 12254 x 4 Rough C44R BC4R 18 4 4 2-5/8 2-5/8 3-1/4 3-1/4 8 16d 8 16d 1000 1225 12254 x 6 C46 BC46 18 3-9/16 5-1/2 2-9/16 2-5/8 3-3/8 5-1/4 6 16d 10 16d 1000 1225 12254 x 6 Rough C46R -- -- 18 4 6 2-3/4 2-3/4 3-1/4 5-1/4 8 16d 10 16d 1000 1225 12256 x 6 C66 BC6 18 5-1/2 5-1/2 2-7/8 2-7/8 5-1/4 5-1/4 12 16d 12 16d 1295 2190 21906 x 6 Rough C66R BC6R 18 6 6 2-13/16 2-13/16 5-1/4 5-1/4 10 16d 10 16d 1090 2190 21908 x 8 C88 BC8 18 7-1/2 7-1/2 5 5 7-3/8 7-3/8 16 16d 16 16d 1125 2525 25254 x 4 - 66 x 6 - 6PB66-6TZ 2 LPC6Z 1-1/2 -- -- 2-1/2 3 5-9/16 -- -- 8 16d HDG 8 16d HDG 640 1000 40018PB66-6GC 2 -- -- 1-1/2 -- -- 2-1/2 3 5-9/16 -- -- 8 N16C-GC 8 N16C-GC 640 1000 400PB44-6TZ 2 LPC4Z 18 1-1/2 -- -- 2-1/8 1-1/2 3-5/8 -- -- 8 16d HDG 8 16d HDG 640 1000 400PB44-6GC 2 -- -- 18 1-1/2 -- -- 2-1/8 1-1/2 3-5/8 -- -- 8 N16C-GC 8 N16C-GC 640 1000 4004 x 4 PBES44 2 ACE4, LCE4,LCE4-R18 1-1/2 -- -- 2-3/8 2-3/4 3-1/4 4-3/4 8 16d 8 16d 1755 1015 6306 x 6 PBES66 2 ACE6 18 1-1/2 -- -- 2-3/8 2-1/8 5-1/2 7 8 16d 8 16d 1755 1275 10104 x 4 PBS44 2 AC4 18 1-7/16 -- -- 2-5/16 2-13/16 3-9/16 6-1/2 12 16d 12 16d 2630 1730 11954 x 4 Rough PBS44R 2 AC4R 18 1-1/2 -- -- 2-5/16 2-3/16 4 7 8 16d 8 16d 1755 1015 6306 x 6 PBS66 2 AC6 18 1-1/4 -- -- 2-5/16 2-7/8 5-1/2 8 14 16d 12 16d 2280 1850 13106 x 6 Rough PBS66R 2 AC6R 18 1-1/4 -- -- 2-5/16 2-3/16 6 8-1/2 10 16d 10 16d 1845 1275 10101) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Load and nail schedules for two-piece models are per pair of post caps.4) NAILS:New products or updated product information are designated in red font.1-800-328-5934 • www.USPconnectors.comL 1W 2H 2H 1W 1BCAllowable Loads (Lbs.) 111,F20,R1311,F30,R13

POST BEAM CORNER – PBC SERIESThe PBC series is a one-piece connector designed to secure twomitered beams on a corner post while providing uplift capacity.Materials: 18 gaugeFinish: G-185 galvanizingWW© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes, page 11.• Install PBC on outside corner of post forming tabs to inner sideof post.• Assumes beam members are bevel cut at corner.Dimensions (in) Fastener Schedule 2,3Allowable Loads (Lbs.) 1Post Beam DF-L / SPS-P-FPost USPSteelF1 F2 Uplift F1 F2 UpliftSize Stock No. Ref. No. Gauge W L Qty Type Qty Type 160% 160% 160% 160% 160% 160%4 x 4 PBC44-TZ -- -- 18 4-15/16 6-1/2 8 16d HDG 8 16d HDG 870 870 1740 750 750 15006 x 6 PBC66-TZ -- -- 18 6-15/16 6-1/2 8 16d HDG 8 16d HDG 870 870 1740 750 750 15001) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS:COMPOSITE POST BASES – CPB SERIESThe CPB is made of corrosion resistant composite materialcompatible with preservative treated lumber. Provides coderequired 1˝ stand-off and can be used with rough lumber sizes.Materials: High Strength compositeInstallation:• Attach base to post with (4) 10d HDG nails.• Attach post to concrete using 1/2˝ diameter rod into concrete andextend into wood member.• Not recommended for fence posts or other unrestrained (notfixed or fastened at top) applications. These anchors are notdesigned to resist overturning (moment) loads.PBCTypical PBCinstallationDimensions (in)FastenerBottomPost Base ConcreteW 1Schedule 5Post USPSurfaceAllowable Design Bearing CodeCPBSize Stock No. Ref. No. W1 W2 Bearing Area Qty Type Capacity 1,2 Strength 3,4 Ref.1˝W 24 x 4 CPB44 CPS4 3-1/4 3-1/4 2.2 4 10d HDG 5235 65454 x 6 CPB46 CPS46 3-5/16 5-5/16 3.3 4 10d HDG 6810 98205 x 5 CPB55 CPS5 4-1/8 4-1/8 3.0 4 10d HDG 6295 8925 1006 x 6 CPB66 CPS6 5-5/16 5-5/16 3.9 4 10d HDG 8570 116008 x 8 CPB88 CPS7 7-1/4 7-1/4 6.4 4 10d HDG 12490 190401) Loads shall not be increased for short-term loading.2) Loads require a minimum 650 psi wood compressive strength.3) Concrete Design Bearing Strength = Ø (0.85 f' C A 1 ) with f' C = 2,500 psi. ACI 318-02, Section 10.17.1.4) Design Bearing Strength has been increased assuming (A 2 / A 1 ) 0.5 per ACI 318-02, Section 10.17.1.5) NAILS:LALLY COLUMN CAPS – KLCC SERIESCodeRef.130The codes specify that non decayresistant columns exposed to weatheror located in basements or cellars mustbe supported by piers or metalpedestals projecting 1-inch above flooror finished grade. IRC R317.1.4,IBC 2304.11.2.7.The codes specify that structuralcolumns shall be fastened to resist netinduced uplift forces and preventlateral displacement at the bottom end.IRC R407.3, IBC 2304.9.7Typical CPBinstallationCaps & BasesLally Column Caps connect lally columns to wood beams. Fits 31/2˝ and 4˝diameter lally columns.LMaterials:Finish:12 gaugeUSP primerInstallation:• Use all specified fasteners. See Product Notes, page 11.• Fit KLCC onto lally column. Position wood beam in KLCC saddle and fasten.KLCCWHTypical KLCCinstallationcontinued on next page1-800-328-5934 • www.USPconnectors.com59USP2241-131

COLUMN CAPS – KCCQ & KECCQ SERIES CONTINUED© Copyright 2013 USP Structural Connectors ®Speciality Options:• For end column caps, add an E after the K in the stock number, as in KECCQ325-4.• Straps may be rotated 90° on special order where the W2 dimension is less than or equal to the W1dimension.• KCCQO/KECCQO – Cap only, no strap design for field welding to pipe or other columns.• KCCQOB – For cross beam connections. Any two buckets can be welded together for a wide varietyof applications. Allowable load shall be the lesser of the two components.• KCCQT – For T beam intersections, consult USP. Specify beam/column conditions, dimensions, andloading requirements.• KCCQC – For X beam intersections, consult USP. Specify beam/column conditions, dimensions, andloading requirements.• KECCQLL/R – For L beam intersections, consult USP. Specify left (L) or right (R) beam/columnconditions, dimensions, and loading requirements.Dimension call-outs not shown in the table must be specified at time of ordering forspecialty options, non-catalog, or rough/full size lumber sizes.H 1W 1LKCCQTH 2W 3W 24˝W 3 Typ.LH 2H 3H 1W 4W 1KCCQCW 24˝ Typ.L1H1H2L2W 2KCCQOBHW1LKCCQO1/4˝ unlessotherwisespecifiedOptional KECCQRotated Straps 90°H 1W1W2KECCQLLleft shownH2W 3Caps & BasesTOP VIEW OF SPECIALTY OPTIONS COLUMN CAP CONFIGURATIONSKECCQLLrotated 90° leftKECCQLRrotated 90° rightleft right KECCQoffset leftKECCQoffset rightKCCQoffset leftKCCQoffset rightKECCQrotated 45° leftKECCQrotated 45° right1-800-328-5934 • www.USPconnectors.com61USP2241-131

COLUMN CAPS – KCC & KECC SERIESKCC – Standard column cap.KECC – End column version.Materials: See chartFinish: USP primerCodes: ESR-3449, FL822, L.A. City RR 25779Options: See page 63Installation:• Use all specified fasteners. See Product Notes, page 11.• Bolt holes should be a minimum of 1/32” to a maximum of1/16” larger than the bolt diameter.• Beams shall be designed to support the required loads.Beam shear may limit loads to less than listed loads fordevice. A design professional shall determine the adequacyof the post and beam to resist published loads.HTypical KCCcenter capinstallationL2 1 /2˝1 1 /4˝W13˝W2KCC3˝4˝1 1 /2˝Typical KECC44end capinstallationHL2 1 /2˝1 1 /4˝W 14˝2 1 /2˝1W 1 /2˝2KECC44© Copyright 2013 USP Structural Connectors ®Dimensions (in) Fastener Schedule 4 Allowable Loads (Lbs.) 3L BeamDF-L / SPBearing 1 Uplift 2,8 Bolts must be orderedCaps & Bases62USPSteelColumnKCC KECC KCC KECCCodeStock No. Ref. No. Gauge W1 W2 H KCC KECC KCC KECC or Post 100% 100% 160% 160% Ref.KCC325-4 CC31/4-4 7 3-1/4 3-5/8 6-1/2 11 7-1/2 (4) 5/8 (2) 5/8 (2) 5/8 21485 14650 3505 1750KCC325-6 CC31/4-6 7 3-1/4 5-1/2 6-1/2 11 7-1/2 (4) 5/8 (2) 5/8 (2) 5/8 21485 14650 3505 1750KCC44 CC44 7 3-5/8 3-5/8 4 7 5-1/2 (2) 5/8 (1) 5/8 (2) 5/8 15315 12030 3920 1960KCC45 -- -- 7 3-5/8 5-3/8 6-1/2 11 7-1/2 (4) 5/8 (2) 5/8 (2) 5/8 24065 16405 3920 1960KCC46 CC46 7 3-5/8 5-1/2 6-1/2 11 8-1/2 (4) 5/8 (2) 5/8 (2) 5/8 24065 18595 3920 1960KCC47 -- -- 7 3-5/8 7-1/8 6-1/2 11 9-1/2 (4) 5/8 (2) 5/8 (2) 5/8 24065 20780 3920 1960KCC48 CC48 7 3-5/8 7-1/2 6-1/2 11 9-1/2 (4) 5/8 (2) 5/8 (2) 5/8 24065 20780 3920 1960KCC525-4 CC51/4-4 3 5-1/4 3-5/8 8 13 9-1/2 (4) 3/4 (2) 3/4 (2) 3/4 41640 30430 8155 5935KCC525-6 CC51/4-6 3 5-1/4 5-1/2 8 13 9-1/2 (4) 3/4 (2) 3/4 (2) 3/4 41640 30430 8155 5935KCC525-8 CC51/4-8 3 5-1/4 7-1/2 8 13 9-1/2 (4) 3/4 (2) 3/4 (2) 3/4 41640 30430 8155 5935KCC57 CC6-71/8 7 5-3/8 7-1/8 6-1/2 11 9-1/2 (4) 5/8 (2) 5/8 (2) 5/8 36095 31170 4145 2070KCC64 CC64 7 5-1/2 3-5/8 6-1/2 11 7-1/2 (4) 5/8 (2) 5/8 (2) 5/8 37815 25780 4145 2070KCC66 CC66 7 5-1/2 5-1/2 6-1/2 11 7-1/2 (4) 5/8 (2) 5/8 (2) 5/8 37815 25780 4145 2070 11,KCC68 CC68 7 5-1/2 7-1/2 6-1/2 11 9-1/2 (4) 5/8 (2) 5/8 (2) 5/8 37815 32655 4145 2070 F16,KCC74 CC74 3 6-7/8 3-5/8 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 54845 44295 8155 5935 R13KCC76 CC76 3 6-7/8 5-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 54845 44295 8155 5935KCC77 CC77 3 6-7/8 6-7/8 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 54845 44295 8155 5935KCC78 CC78 3 6-7/8 7-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 54845 44295 8155 5935KCC75X CC71/8-6 3 7-1/8 5-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 56875 45940 8155 5935KCC77X CC71/8-71/8 3 7-1/8 7-1/8 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 56875 45940 8155 5935KCC84 -- -- 3 7-1/2 3-5/8 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 60940 49220 8155 5935KCC86 CC86 3 7-1/2 5-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 60940 49220 8155 5935KCC88 CC88 3 7-1/2 7-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 60940 49220 8155 5935KCC94 -- -- 3 8-7/8 3-5/8 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 71095 57420 8155 5935KCC96 CC96 3 8-7/8 5-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 71095 57420 8155 5935KCC98 CC98 3 8-7/8 7-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 71095 57420 8155 5935KCC106 CC106 3 9-5/8 5-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 77190 62345 8155 59351) Bearing loads are based on 625 psi perpendicular to grain loading; no further increase for duration of load is permitted.2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) Allowable loads are based on lumber with a specific gravity of 0.50 and a moisture content of 19% or less.4) All bolts shall meet or exceed the specifications of ASTM A 307.5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device.6) The designer shall check post for required loads.7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap.8) Uplift loads do no apply to splice conditions.New products or updated product information are designated in red font.1-800-328-5934 • www.USPconnectors.comseparately. See page 17for available sizes.continued on next page

COLUMN CAPS – KCC & KECC SERIES CONTINUED© Copyright 2013 USP Structural Connectors ®Options: All nominal lumber sizes are available for rough/full size lumber.KCC44, KCC46, KCC48, KCC325-4, KCC325-6, KCC525-4, KCC525-6,KCC64, KCC66, KCC68, KCC88, KECC44, KECC46, KECC325-4,KECC325-6, KECC525-4, KECC525-6, KECC64, KECC66, KECC68, &KECC88 are available in Hot-dip galvanized. To order, add HDG to stocknumber, as in KCC44-HDG.Speciality Options:• For end column caps, add an E after the K in the stock number, as in KECC325-4.• Straps may be rotated 90° on special order where the W2 dimension is less than orequal to the W1 dimension.• Unless specified W3 and W4 dimensions are equal to the W1 dimension, and H2 andH3 dimensions are equal to the H1 dimension.• KCCO/KECCO – Cap only, no strap design for field welding to pipe or other columns.• KCCOB – For cross beam connections. Any two buckets can be welded together for awide variety of applications. Allowable load shall be the lesser of the two components.• KCCT – For T beam intersections, consult USP. Specify beam/column conditions,dimensions, and loading requirements.• KCCC – For X beam intersections, consult USP. Specify beam/column conditions,dimensions, and loading requirements.• KECCLL/R – For L beam intersections, consult USP. Specify left (L) or right (R)beam/column conditions, dimensions, and loading requirements.Dimension call-outs not shown in the table must be specified at time of orderingfor specialty options, non-catalog, or rough/full size lumber sizes.4˝W Typ. W 3 1LH 2H 3W 4H 1H 2W 3LH 1W 1W 2KCCTKCCCW 2L4˝ Typ.LL 1H 1H 2W 2L 2KCCOBHW 1KCCOE = 3/4˝ unlessotherwise specifiedOptional KECCRotated Straps 90°H 2W 1W 3W 2KECCLLleft shownH 1Caps & BasesTOP VIEW OF SPECIALTY OPTIONS COLUMN CAP CONFIGURATIONSKECCLLrotated 90° leftKECCLRrotated 90° rightleft right KECCoffset leftKECCoffset rightKCCoffset leftKCCoffset rightKECCrotated 45° leftKECCrotated 45° right1-800-328-5934 • www.USPconnectors.com 63USP2241-131

ANGLES & STRAPSFRAMING PLATES & ANGLES . . . .PAGES 67-71• MPA SeriesMulti-purpose framing angles.• MP SeriesField adjustable framing angle.• MP_F SeriesMulti-purpose framing plate.MPA1MP34MPMP_F• RBC SeriesReversed field adjustable framing.• A3 & AC SeriesFraming angles for joist support.• JA SeriesHeavier-capacity framing angle for joist support.STUD PLATE TIES . . . . . . . . . . . . . . . .PAGE 72• RSPT SeriesFlat stud to plate connector.• SPT & SPTH SeriesU-shaped stud to plate connector.RBCRSPTSPTA3SPTACSPTHJA© Copyright 2013 USP Structural Connectors ®FRAMING CLIPS & HEADER HANGERS . . . .PAGE 73• SFC6Light-capacity header framing clip.• HH SeriesHeavy-capacity header hanger.SFCHHLATERAL JOIST CONNECTORS . . . . . . . . . . PAGE 74• LJC-TZ SeriesSill plate to floor joist connectors.• LJQ SeriesHigher cpacity sill plate to floor joist connector.LJC-TZLJQ-TZMISCELLANEOUS . . . . . . . . . . . . .PAGES 74-76Angles & Straps• ANJ44S-HDGHeavy-capacity corner-framing angle.• KHL SeriesHeavy-capacity corner-framing angle.• B & BL SeriesL-shaped corner braces.ANJ44S-HDGKHLB• L & T SeriesMedium and heavy-capacity L and T-shaped straps.• Ornamental SeriesConnectors with ornamental notching.BLTLKHL33-O641-800-328-5934 • www.USPconnectors.comcontinued on next page

ANGLES & STRAPSCOILED STRAPPING . . . . . . . . . . . . . . .PAGE 77• CMST & CMSTC Series3˝ wide coiled strapping.• RS Series11⁄4˝ wide coiled strapping.STRAPS . . . . . . . . . . . . . . . . . . . .PAGES 78-82CMST/CMSTCRS© Copyright 2013 USP Structural Connectors ®• LSTA, MSTA, & ST Series11⁄4˝ wide flat strapping.• HRS Series13⁄8˝ or 31⁄4˝ wide flat strapping.• KST & KSTI Series21⁄16˝ wide flat strapping.• HTP Series3˝ wide flat strapping.• MSTC Series3˝ wide flat strapping.LSTA/MSTASTHRSKSTKSTI• LSTI33⁄4˝ wide flat strapping for open web trusses.• KHST SeriesHeavy-capacity bolted strap.• KRPS SeriesProtection strap for pipes placed in partitions.• PS SeriesPost to beam strap.• HFS Series3⅝˝ wide compression and tension strap.HTPMSTCLSTIKHSTKRPSPSPRE-BENT STRAPS . . . . . . . . . . . . . . .PAGE 82• MSTCB SeriesMedium-capacity nail-on floor tie strap.PERMANENT WOOD FOUNDATIONSTRAP . . . . . . . . . . . . . . . . . . . . . . . . .PAGE 83• PWFS24Transfers ground lateral loads to floor diaphragm.HFSMSTCBPWFS24Angles & Strapscontinued on next page1-800-328-5934 • www.USPconnectors.com65USP2241-131

ANGLES & STRAPSTWIST STRAPS . . . . . . . . . . . . . .PAGES 83-84• LFTA6Light-capacity twist strap.• LTW SeriesLight-capacity twist strap.• MTW SeriesMedium-capacity twist strap.• HTW SeriesHeavy-capacity twist strap.• KTS SeriesMedium-capacity angled twist strap.MASONRY STRAPS . . . . . . . . . . .PAGES 85-86• MSTAM Series1/4˝ wide flat strapping.• MSTCM Series3˝ wide flat strapping.• HTWM SeriesHeavy-capacity twist strap connects to concrete or masonry wallsLFTA6 LTW MTW/HTW KTS© Copyright 2013 USP Structural Connectors ®MSTAMMSTCMHTWMKNEE BRACES &CONNECTOR STRAPS . . . . . . . . . . . .PAGES 86-87• KHSA & KSA SeriesSeismic horizontal tension tie.• KVB & KVBI SeriesKnee brace for beam lateral stability.KSAKVBAngles & Straps661-800-328-5934 • www.USPconnectors.com

MULTI-PURPOSE FRAMING ANGLES – MP34, MPA1 & MPF SERIESMP34 – Framing angle without tabs.MPA1 – Tabs enable two and three-way connections.MP4F – Connects 2x framing with floor sheathing up to 5/8˝.© Copyright 2013 USP Structural Connectors ®MP6F – Connects 3x framing with floor sheathing up to 3/4˝. Better choicefor connections where floor sheathing is between sole plate and rim board.Materials: See chartFinish: G90 galvanizing, MPA1-GC – Gold Coat.Options: MPA1, MP34, & MP4F are available in Triple Zinc.To order, add TZ to stock number, as in MPA1-TZ.MPA1, MP34 & MP6F are available in Stainless Steel. Toorder, add SS to stock number, as in MPA1-SS.Codes: ESR-3455, FL821, FL13285,L.A. City RR 25745Installation:• Use all specified fasteners. See Product Notes, page 11.• Bend tabs only once.• MP4F connects 2x framing with floor sheathing up to 5⁄8˝.• MP6F connects 3x framing with floor sheathing up to 3⁄4˝. Better choice forconnections where floor sheathing is between sole plate and rim board.MPA1-GC2 13 /16˝1 1 /2˝1 1 /2˝1 7 /16˝MP34MPA14 1 /2˝1 7 /16˝Figure 1 Figure 2 Figure 3F 2F 1F 3F 3F 1F 3B 1A 1C 1B 2A 2C 2Typical MPA1joist / header installationTypical MPA1rafter / plate installationTypical MPA1stud / plate installationFigure 4Angles & StrapsF 2F 3Typical MP34joist / header installationcontinued on next page1-800-328-5934 • www.USPconnectors.com67USP2241-131

MULTI-PURPOSE FRAMING ANGLES – MP34, MPA1 & MPF CONT.MP6FMP4FType 1VHEmbossed plate linesAngles & StrapsEmbossed plate lineguides placementMP4FSheathingTypical MP_F installationType 2Fastener Schedule 5,6 Allowable Loads (Lbs.) 1,3,4USPSteel Installation Header or Stud Joist or Plate Direction DF-L / SPS-P-FStock No. Ref. No. Gauge Type 2,4 Qty Type Qty Type of Load 2 100% 115% 125% 160% 100% 115% 125% 160%6 8d x 1-1/2 6 8d x 1-1/2 F1 570 655 680 680 490 565 570 570Figure 1 6 8d x 1-1/2 6 8d x 1-1/2 F2 570 655 715 795 490 565 615 6706 8d x 1-1/2 6 8d x 1-1/2 F3 280 320 350 445 180 205 225 2906 8d x 1-1/2 3 8d x 1-1/2 A1 285 330 355 415 245 285 310 350MPA1 A35 18 Figure 2 6 8d x 1-1/2 3 8d x 1-1/2 B1 285 330 350 350 245 285 295 2956 8d x 1-1/2 3 8d x 1-1/2 C1 285 330 355 355 245 285 300 3006 8d x 1-1/2 6 8d x 1-1/2 A2 505 505 505 505 425 425 425 425Figure 3 6 8d x 1-1/2 6 8d x 1-1/2 B2 280 280 280 280 235 235 235 2356 8d x 1-1/2 6 8d x 1-1/2 C2 375 375 375 375 315 315 315 3156 N8-GC 6 N8-GC F1 570 655 680 680 490 565 570 570Figure 1 6 N8-GC 6 N8-GC F2 570 655 715 795 490 565 615 6706 N8-GC 6 N8-GC F3 280 320 350 445 180 205 225 2906 N8-GC 3 N8-GC A1 285 330 355 415 245 285 310 350MPA1-GC -- -- 18 Figure 2 6 N8-GC 3 N8-GC B1 285 330 350 350 245 285 295 2956 N8-GC 3 N8-GC C1 285 330 355 355 245 285 300 3006 N8-GC 6 N8-GC A2 505 505 505 505 425 425 425 425Figure 3 6 N8-GC 6 N8-GC B2 280 280 280 280 235 235 235 2356 N8-GC 6 N8-GC C2 375 375 375 375 315 315 315 3154 8d x 1-1/2 4 8d x 1-1/2 F1 380 435 475 525 330 375 410 450MP34 A34 18 Figure 4 4 8d x 1-1/2 4 8d x 1-1/2 F2 380 435 475 610 330 375 410 5254 8d x 1-1/2 4 8d x 1-1/2 F3 185 215 230 295 120 140 150 190Type 16 8d x 1-1/2 6 8d x 1-1/2 V 565 650 705 845 485 560 610 7106 8d x 1-1/2 6 8d x 1-1/2 H 565 650 705 845 485 560 610 710MP4F LTP4 20Type 26 8d x 1-1/2 6 8d x 1-1/2 V 565 650 705 845 485 560 610 7106 8d x 1-1/2 6 8d x 1-1/2 H 565 650 660 660 485 555 555 555Type 16 8d 6 8d V 565 650 705 845 485 560 610 7106 8d 6 8d H 565 650 705 845 485 560 610 710Type 2Type 1668d8d x 1-1/2668d8d x 1-1/2VV565565650605705605845605485485560510610510710510668d8d x 1-1/2668d8d x 1-1/2HH565565650605660605660605485485555510555510555510MP6F LTP5 20Type 26 8d x 1-1/2 6 8d x 1-1/2 V 565 605 605 605 485 510 510 5106 8d x 1-1/2 6 8d x 1-1/2 H 565 605 605 605 485 510 510 510Type 16 8d 6 8d V 565 605 605 605 485 510 510 5106 8d 6 8d H 565 605 605 605 485 510 510 510Type 26 8d 6 8d V 565 605 605 605 485 510 510 5106 8d 6 8d H 565 605 605 605 485 510 510 5101) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Refer to drawings for installation type and definition of the various load directions.3) If installing MP4F or MP6F over plywood, use 8d common nails for 100% of table load.4) Loads are shown per angle. When using a single anchor, joist must be constrained from rotation.6) NAILS:New products or updated product information are designated in red font.MP4F = 3˝MP6F = 3 3 /4˝4 1 /4˝MP_FCodeRef.14,F30,R914,F15,R9MP4F = 1˝MP6F = 1 3 /4˝© Copyright 2013 USP Structural Connectors ®681-800-328-5934 • www.USPconnectors.com

ROOF BOUNDARY CLIPS – RBCFraming plate designed to connectroof blocking to a wall top plate.Materials: 20 gaugeFinish: G90 galvanizingCodes: ER-0201, FL15143F1F1© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners.SeeProduct Notes, page 11.• Field adjustable from 0º to 90º.• Bend angle only once.Typical RBCTop-Plate to Outside ofBlocking installationF1Typical RBCTop-Plate to Inside ofBlocking installationUp to3/4˝ gapTypical RBCConcrete Block Wall toBlocking InstallationTypical RBC1˝ foamboard installationDimensions (in)Fastener Schedule 3,4 Allowable Loads (Lbs.) 1,2Top Plate BlockingF1DF-L / SP S-P-FUSPSteelInstallationStock No. Ref. No. Gauge W H Type Qty Type 2,3 Qty Type 2 160% 160%Wood 6 10d x 1-1/2 6 10d x 1-1/2 525 440RBC RBC 20 4-1/4 6CMU 3 1/4" Tapcon 6 10d x 1-1/2 450 3801) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Loads shown are for a single roof boundary clip.3) Use ITW-Buildex 1/4" x 1-1/2" Tapcons; or equal, installed in accordance with manufacturer's specifications.4) NAILS: 10d x 1-1/2 nails are 0.148" diameter by 1-1/2" long.CodeRef.21,F32HWAngles & StrapsRBC1-800-328-5934 • www.USPconnectors.com69USP2241-131

FRAMING ANGLES – A3, AC, JA, & MP SERIESMP – 18 gauge. Field adjustable from 0° to 135°.A3 – 18 gauge. Eliminates toenailing and increases strength.AC – 16 gauge. Features staggered nail patterns which reduceswood splitting and allows installation on both sides of thesupported member.JA – 14 or 16 gauge. Heavier capacity framing angle for joistsupport.Adjust0˚ to 135˚LoaddirectionMaterials: See chartFinish: G90 galvanizing; AC7-GC, AC9-GC, MP7-GC, &MP9-GC – Gold CoatOptions: MP3, MP5, MP7, MP9, A3, AC5, AC7, AC9, & JA1are available Triple Zinc. To order, add TZ to stocknumber, as in MP5-TZ.MP5 & MP7 are available in Stainless Steel. Toorder, add SS to stock number, as in MP7-SS.Codes: ESR-3455, FL820, FL822, FL13285,L.A. City RR 25745Installation:• Use all specified fasteners. See Product Notes, page 11.• MP Framing Angles are fabricated at 100° and may be fieldadjusted by hand from 0° to 135°. Bend angle only once.Typical MPinstallationTypical MPRafter Supportinstallation© Copyright 2013 USP Structural Connectors ®F1F22 1 /4˝2 1 /4˝LF 2F 1F 3F 3F3F3Angles & StrapsTypical JA1installationTypical JA7installationW 1W 2LTypical ACinstallationW 2W 1LMPW 1W 2LJA3ACA3701-800-328-5934 • www.USPconnectors.comcontinued on next page

FRAMING ANGLES – A3, AC, JA, & MP SERIES CONT.© Copyright 2013 USP Structural Connectors ®USPSteelHeaderJoistDirectionDF-L / SPS-P-FStock No. Ref. No. Gauge W1 W2 L Qty Type Qty Type of Load 100% 115% 125% 160% 100% 115% 125% 160%A23, GA1,F1 450 515 560 590 390 445 485 495A3 GA2, L30, 18 1-7/16 1-7/16 2-3/4 4 10d x 1-1/2 4 10d x 1-1/2 F2 450 515 560 600 390 445 485 505S/A23F3 210 240 260 335 135 155 170 215MP3 LS30 18 2-1/4 2-1/4 3-3/8 3 10d 3 10d F1 340 395 430 485 295 340 370 470MP5LS50,S/LS5018 2-1/4 2-1/4 4-5/8 4 10d 4 10d F1 455 525 570 730 390 450 490 625MP7LS70,5 10d 5 10dS/LS70 18 2-1/4 2-1/4 5-7/8F1 570 655 715 910 490 565 615 785MP7-GC -- -- 5 N10C-GC 5 N10C-GCMP9 LS90 6 10d 6 10d18 2-1/4 2-1/4 6-7/8MP9-GC -- -- 6 N10C-GC 6 N10C-GCF1 685 785 855 1095 590 675 735 940AC5 L50 16AC7 L70 16 1-5/16AC7-GC-- -- 16 1-5/16AC9 L90 16 1-5/16Dimensions (in)JA1 A21 16 1-1/2 1-1/2 1-1/4 2JA3 -- -- 14JA5 -- -- 141-5/16 2-3/82-1/2 2-1/24-7/82-3/8 6-15/162-3/8 6-15/162-3/8 8-7/85 10d 55 16d 510d x 1-1/216d 48 16d 8JA9 -- -- 14 2-1/2 2-1/2 9 10 16d 103Fastener Schedule 2,4,5 Allowable Loads (Lbs.) 1,33 10d 31) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted.3) Loads are shown per angle, and may be doubled if installed in pairs. When using a single angle, joist must be constrained from rotation.5) NAILS:New products or updated product information are designated in red font.16d2-1/2 2-1/2 5 6 16dJA7 -- -- 14 2-1/2 2-1/2 73434 N10C-GC 44 N16C-GC 4410d44 16d 42610d16d10d16dN10C-GCN16C-GC10d16d10d x 1-1/210d x 1-1/210d x 1-1/210d x 1-1/210d x 1-1/2F1 340 390 425 540 290 335 365 465F2 340 390 425 540 290 335 365 465F3 155 180 195 250 100 115 125 160F1 380 440 475 610 325 375 410 520F2 380 440 475 610 325 375 410 525F3 175 205 220 280 115 130 145 185F1 450 520 565 725 390 445 485 620F2 450 520 565 725 390 445 485 620F3 210 240 260 335 135 155 170 215F1 510 585 635 770 435 500 545 645F2 510 585 635 815 435 500 545 700F3 235 270 295 375 150 175 190 245F1 450 520 565 725 390 445 485 620F2 450 520 565 725 390 445 485 620F3 210 240 260 335 135 155 170 215F1 510 585 635 770 435 500 545 645F2 510 585 635 815 435 500 545 700F3 235 270 295 375 150 175 190 245F1 565 650 705 905 485 560 605 775F2 565 650 705 905 485 560 605 775F3 260 300 325 415 170 195 210 270F1 635 730 795 1015 545 625 680 870F2 635 730 795 920 545 625 680 775F3 295 340 370 470 190 220 240 305F1 245 255 255 255 190 215 215 215F2 -- -- -- -- -- -- 345 -- -- -- -- -- -- 290F3 -- -- -- -- -- -- 165 -- -- -- -- -- -- 140F1 510 570 590 590 380 440 480 495F2 -- -- -- -- -- -- 535 -- -- -- -- -- -- 450F3 -- -- -- -- -- -- 330 -- -- -- -- -- -- 275F1 760 855 925 950 575 660 720 800F2 -- -- -- -- -- -- 1015 -- -- -- -- -- -- 855F3 -- -- -- -- -- -- 495 -- -- -- -- -- -- 415F1 1015 1140 1230 1525 765 880 960 1225F2 -- -- -- -- -- -- 1625 -- -- -- -- -- -- 1365F3 -- -- -- -- -- -- 550 -- -- -- -- -- -- 460F1 1270 1425 1540 1905 960 1100 1195 1535F2 -- -- -- -- -- -- 1645 -- -- -- -- -- -- 1380F3 -- -- -- -- -- -- 825 -- -- -- -- -- -- 695CodeRef.14,F14,R914,F16,R914,F14,R914,F30,R9Angles & Straps1-800-328-5934 • www.USPconnectors.com71USP2241-131

STUD PLATE TIES – RSPT, SPT, & SPTH SERIESRSPT – 18 or 20 gauge. Connects stud to single or double plates.SPT – 20 gauge. Ties single and double plates to studs.SPTH – Heavier 18 gauge version of SPT.SPTHW – 18 gauge. Attaches plate to studs over 1/2˝ sheathing.F 1UpliftF 2Materials: See chartFinish: G90 galvanizingOptions: RSPT6, RSPT6-2, SPT4, SPT6, SPT8, SPT22,SPT24, SPTH4, SPTH6 & SPTH8 are availablein Triple Zinc. To order, add TZ to stock number,as in SPTH4-TZ.Codes: ESR-3445, FL817, FL821,L.A. City RR 25745Installation:• Use all specified fasteners. See Product Notes, page 11.Typical SPT24installationWLSPT22HTypical SPT4installationWSPTH1 1 /4˝© Copyright 2013 USP Structural Connectors ®F2ReinforcementribsLocatortabF1HHHUpliftTypical RSPT4 doubleplate installationWW1 1 W/4˝Typical RSPT4 singleplate installation RSPT4 SPTHSPTHW1 1 /4˝Angles & StrapsDimensions (in) Fastener Schedule 2,4 Allowable Loads (Lbs.)StudPlateDF-L / SPStud USPSteelF1 F2 Uplift 1CodeSize Stock No. 3 Ref. No. Gauge W H L Qty Type Qty Type 160% 160% 160% Ref.2x SPT22 SP1 20 1-9/16 4-3/8 3-1/2 4 10d 4 10d 560 260 685 14,2x SPT24 SP2 20 1-9/16 5-5/8 3-1/2 6 10d 6 10d 560 260 1030 F12,4x SPT44 -- -- 20 3-9/16 6-3/4 6-1/2 6 16d 6 16d 680 255 1305 R92x RSPT4 RSP4 20 1-1/2 4-1/8 -- -- 4 8d x 1-1/2 4 8d x 1-1/2 230 300 4702x RSPT6 SSP 18 1-1/2 5-7/16 -- -- 4 10d x 1-1/2 4 10d x 1-1/2 -- -- -- -- 700(2) 2x RSPT6-2 DSP 18 2-3/4 5-7/16 -- -- 8 10d x 1-1/2 6 10d x 1-1/2 -- -- -- -- 9554x SPT4 SP4 20 3-9/16 6-7/8 -- -- 6 10d x 1-1/2 -- -- -- -- -- -- -- -- 9456x SPT6 SP6 20 5-9/16 7-5/8 -- -- 6 10d x 1-1/2 -- -- -- -- -- -- -- -- 9458x SPT8 SP8 20 7-5/16 8-1/2 -- -- 6 10d x 1-1/2 -- -- -- -- -- -- -- -- 945SPTH4 SPH4 18 3-9/16 8-5/8 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 17304xSPTHW4 SPH4R 18 4-1/16 8-3/8 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 1290SPTH6 SPH6 18 5-9/16 9-3/8 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 17306xSPTHW6 SPH6R 18 6-1/16 9-1/8 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 12908x SPTH8 SPH8 18 7-5/16 8-1/2 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 17301) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) SPT22, SPT24, and SPT44: the two nails fastened to the wide face of the stud must be driven 30° from the perpendicularon the horizontal plane.4) NAILS: red font.14,F15,R95 7 /16˝2 3 /4˝RSPT6-25 7 /16˝1 1 /2˝RSPT6721-800-328-5934 • www.USPconnectors.com

FRAMING CLIPS – SFC6Framing clips replace end cripples under window sills.Materials: 16 gaugeFinish: G90 galvanizingF1Installation:• Use all specified fasteners. See Product Notes, page 11.Uplift© Copyright 2013 USP Structural Connectors ®Dimensions (in) Fastener Schedule 2,3 Allowable Loads (Lbs.) 1Sill StudDF-L / SPUSPSteelF1 UpliftCodeStock No. Ref. No. Gauge W H D Qty Type Qty Type 100% 115% 125% 160% Ref.SFC6 FC6 16 5-1/2 2-1/2 2-1/2 5 16d 5 16d 690 795 865 750 1301) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS:HTypical SFC6installationSFC6WDHEADER HANGERS – HH SERIESHeader Hangers support headers in door and window framing. Helps to eliminatecracks in drywall, plaster, or stucco over windows and doors. These products alsoprovide anchorage and support for heavy fence rails, struts, or gate post crossbrackets.Materials: 16 gaugeFinish: G90 galvanizingCodes: ESR-3455, FL11664, L.A. City RR 25745F 2F 4F 3Installation:• Use all specified fasteners. See Product Notes, page 11.Dimensions (in) Fastener Schedule 2,3Allowable Loads (Lbs.)Header StudDF-L / SPUSPSteelF1F2 1 F3 1 F4 1Stock No. Ref. No Gauge W H Qty Nail Qty Nail 100% 115% 125% 160% 160% 160%HH44 HH4 16 3-9/16 3-1/4 4 16d 9 16d 1240 1430 1500 885 685 1100HH66 HH6 16 5-1/2 5-1/4 6 16d 12 16d 1655 1905 2070 1150 1325 11001) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS: red font.CodeRef.14, F20,R9H3 3 /4˝WF 1Typical HH44installationHH442˝Angles & Straps1-800-328-5934 • www.USPconnectors.com 73USP2241-131

LATERAL JOIST CONNECTORS – LJC-TZ & LJQ-TZ SERIESThe LJC-TZ and LJQ-TZ Lateral Joist Connectors transfer lateral loads at thetop foundation to the floor joists. The fastening patterns meet I-joistmanufacturer recommendations.LJC-TZ – fastens the top side of the sill plate to the underside of the floorjoist preventing splitting of the bottom chord flanges, and can be installedafter the floor system has been installed. The product is load rated for usewith dimension lumber floor joists as well as I-joist. It can also be used withcantilevered floor joists.LJQ-TZ – is a higher capacity connector designed for higher loads. It issimilar in design to a joist hanger with a seat for the floor joist to bear againstand utilizes wood screws to fasten to the sill plate. USP’s WS15-GC WoodScrews (included) provide quick installation without the need to pre-drillholes.Materials: See chartFinish: G-185 galvanizingCodes: ESR-0201, FL15143Installation:• Use all specified fasteners. See Product Notes, page 11.• LJC-TZ – Installs after the floor joist has been placed with a minimum of(12) 8d x 1-1/2˝ HDG nails.• LJQ-TZ – Installs with (4) USP WS15-GC Wood Screws. WS15-GC WoodScrews are 1/4˝ diameter x 1-1/2˝ long and are included with LJQ-TZconnectors.WTypical LJC-TZinstallationLLJC-TZ1/2˝© Copyright 2013 USP Structural Connectors ®Dimensions (in) FastenerAllowable F2 Loads (Lbs.) 3USPSteelSchedule 1,2,3 DF-L I-Joist SPStock No. Ref. No. Gauge W L D Qty Type 90% 100% 160% 90% 100% 160%LJC-TZ -- -- 18 3-3/16 8 -- -- 12 8d x 1-1/2 HDG 515 570 670 -- -- -- -- -- --LJQ15-TZ -- -- 16 1-9/16 3 1-1/2 4 WS15-GC -- -- -- -- -- -- 915 1015 1110LJQ17-TZ -- -- 16 1-13/16 3 1-1/2 4 WS15-GC -- -- -- -- -- -- 915 1015 1110LJQ20-TZ -- -- 16 2-1/8 3 1-1/2 4 WS15-GC -- -- -- -- -- -- 915 1015 1110LJQ23-TZ -- -- 16 2-5/16 3 1-1/2 4 WS15-GC -- -- -- -- -- -- 915 1015 1110LJQ25-TZ -- -- 16 2-9/16 3 1-1/2 4 WS15-GC -- -- -- -- -- -- 915 1015 1110LJQ35-TZ -- -- 16 3-9/16 3 1-1/2 4 WS15-GC -- -- -- -- -- -- 915 1015 12603) NAILS:CodeRef.21,F32WTypical LJQ-TZinstallationLDAngles & StrapsHEAVY ANGLES – ANJ44S-HDGMaterials: 7 gaugeFinish: Hot-dip galvanizedInstallation:• Install with (2) 1/2˝ x 2˝ lag screws into each leg.4˝LJQ-TZ3 1 /2˝4˝ANJ44S-HDGDimensions (in) Fastener Schedule 1,2 Allowable F1 Loads (Lbs.)USPSteelHeaderJoistDF-L / SPCodeStock No. Ref. No. Gauge W H L Qty Lag Screw Qty Lag Screw 100% 115% 125% Ref.ANJ44S-HDG -- -- 7 3-1/2 4 4 2 2 510 585 640 130F1Typical ANJ44S-HDGinstallation741-800-328-5934 • www.USPconnectors.com

HEAVY ANGLES – KHL SERIESDesigned for heavy-duty reinforcement of 90° framing intersections.Materials: See chartFinish: USP primerOptions: KHL33, KHL35, KHL37, KHL43, KHL46, KHL55, KHL57 &KHL76 are available in Hot-dip galvanized. To order, add HDGto stock number, as in KHL35-HDG.© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes, page 11.• Connectors are not load rated.USPStock No.SteelBolts 1Ref. No. Gauge W1 W2 L D1 D2 D3 D4 Qty Dia. GussetsKHL33 HL33, HL33-R 7 3-1/4 3-1/4 2-1/2 1-1/4 -- -- 2 -- -- 2 5/8 -- --KHL35 HL35 7 3-1/4 3-1/4 5 1-1/4 2-1/2 2 -- -- 4 5/8 -- --KHL35G HL35G 7 3-1/4 3-1/4 5 1-1/4 2-1/2 2 -- -- 4 5/8 1KHL37 HL37 7 3-1/4 3-1/4 7-1/2 1-1/4 2-1/2 2 -- -- 6 5/8 -- --KHL335 SPECANGLE 3 3-1/2 5-1/4 3-1/2 -- -- -- -- -- -- -- -- 4 1/2 -- --KHL43 HL43 3 4-1/4 4-1/4 3 1-1/2 -- -- 2-3/4 -- -- 2 3/4 -- --KHL46 HL46 3 4-1/4 4-1/4 6 1-1/2 3 2-3/4 -- -- 4 3/4 -- --KHL49 HL49 3 4-1/4 4-1/4 9 1-1/2 3 2-3/4 -- -- 6 3/4 -- --KHL53 HL53 7 5-3/4 5-3/4 2-1/2 1-1/4 -- -- 2 2-1/2 4 5/8 -- --KHL55 HL55 7 5-3/4 5-3/4 5 1-1/4 2-1/2 2 2-1/2 8 5/8 -- --KHL57 HL57 7 5-3/4 5-3/4 7-1/2 1-1/4 2-1/2 2 2-1/2 12 5/8 -- --KHL73 HL73 3 7-1/4 7-1/4 3 1-1/2 -- -- 2-3/4 3 4 3/4 3KHL76 HL76 3 7-1/4 7-1/4 6 1-1/2 3 2-3/4 3 8 3/4 3KHL79 HL79 3 7-1/4 7-1/4 9 1-1/2 3 2-3/4 3 12 3/4 31) All bolts shall meet or exceed the specifications of ASTM A 307.Dimensions (in)Fastener ScheduleCodeRef.120Bolts must be orderedseparately. See page 17for available sizes.KHL335GussetW1 WTypical KHL35installationW2 WLKHL55D D 2 1D 4D 3CORNER BRACE – B & BL SERIESKHL35GThese multi-purpose braces are designed toprovide reinforcement for 90° wood-to-woodconnections.Materials: 12 gaugeFinish: G90 galvanizingInstallation:• Use all specified fasteners. See ProductNotes, page 11.Dimensions (in) Fastener ScheduleUSPSteelNails 1,3 Bolts 2Stock No. Ref. No. Gauge W L Qty Type Qty TypeB23 -- -- 12 2 2-5/8 6 16d -- -- -- --B24 -- -- 12 2 3-5/8 8 16d -- -- -- --BL3 A33 12 1-1/4 3-1/16 8 16d -- -- -- --BL4 A44 12 1-1/4 4-13/16 10 16d -- -- -- --BL6 -- -- 12 1-1/4 6-9/16 12 16d -- -- -- --BL8 -- -- 12 1-1/4 8-5/16 14 16d -- -- -- --B66 A66 12 1-1/2 6 -- -- -- -- 4 3/8B88 A88 12 2 8 -- -- -- -- 6 3/83) NAILS:CodeRef.120Bolts must be orderedseparately. See page 17for available sizes.WB66BL4LLWTypical B66installationB23Some model designs may varyfrom illustration shownLLAngles & Straps1-800-328-5934 • www.USPconnectors.com75USP2241-131

L & T STRAPS – L, LH, T, & TH SERIESL & T – 14 gauge medium-capacity straps fasten with either nails or bolts.LH & TH – 7 gauge heavy-capacity bolt-on strap.LWMaterials: See chartFinish: G90 galvanizing; TH12-HDG – Hot-dip galvanized.Options: L6 and T6 are available in Triple Zinc. To order, addTZ to stock number, as in L6-TZ.LH12 is available in Hot-dip galvanized. To order, addHDG to stock number, as in LH12-HDG.HHLWInstallation:• Use all specified fasteners. See Product Notes, page 11.• Straps are not load rated.USPStock No.Dimensions (in) Fastener Schedule 1,2,3SteelBolts NailsRef. No. Gauge W H L Qty Dia. Qty TypeT6 66T, 66T10 14 1-1/2 5 6 3 1/2 12 16dT8 -- -- 14 2 8 8-1/2 3 1/2 12 16dT12 128T 14 2 8 12 3 1/2 12 16dT1212 1212T 14 2 12 12 3 1/2 12 16dL6 66L 14 1-1/2 6 6 2 1/2 8 16dL8 88L 14 2 8 8 2 1/2 8 16dL12 1212L 14 2 12 12 4 1/2 12 16dTH12-HDG1212HT,1212HTHDG7 2-1/2 12 12 6 5/8 -- -- -- --TH16 1616HT 7 2-1/2 16 16-1/4 6 5/8 -- -- -- --LH12 1212HL 7 3 12 12 5 5/8 -- -- -- --LH16 1616HL 7 2-1/2 16 16 7 5/8 -- -- -- --3) NAILS: red font.CodeRef.120T6TH16Bolts must be orderedseparately. See page 17for available sizes.L6LH12© Copyright 2013 USP Structural Connectors ®ORNAMENTAL SERIESOrnamental notching provides architectural appearance forexposed applications.WLMaterials: See chartFinish: USP primerHHWAngles & StrapsInstallation:• Use all specified fasteners. See Product Notes, page 11.• Connectors are not load rated.USPStock No.SteelDimensions (in) Bolt Schedule 1Ref. No. Gauge Description W H L Qty Dia.KHL33-O OHA33 7 Heavy Angle 3-1/4 -- -- 2-1/2 2 5/8KHL36-O OHA36 7 Heavy Angle 3-1/4 -- -- 6 4 5/8KHST64-O OHS135 7 Strap Tie 6 -- -- 13-1/2 4 3/4ST12-O OS 12 Strap Tie 2 -- -- 12 4 1/2L12-O OL 12 'L' Strap 2-1/2 11-7/8 11-7/8 5 1/2LH12-O OHL 7 'L' Strap 2-1/2 11-7/8 11-7/8 5 5/8T1212-O OT 12 'T' Strap 2-1/2 11-7/8 14-1/2 6 1/2TH12-O OHT 7 'T' Strap 2-1/2 11-7/8 11-1/8 4 5/8TH16-O -- -- 7 'T' Strap 2-1/2 11-7/8 16-1/8 6 5/81) All bolts shall meet or exceed the specifications of ASTM A 307.CodeRef.120T3 1 /4˝3 1 /4˝2 1 /2˝KHL33-OLLSome modeldesigns mayvary fromillustrationshown76Bolts must be orderedseparately. See page 17for available sizes.1-800-328-5934 • www.USPconnectors.com

COILED STRAPPING – CMST SERIES, CMSTC16, & RS SERIES© Copyright 2013 USP Structural Connectors ®Coiled strapping enables cut-to-length convenience for avariety of immediate job site needs.CMST – 3˝ wide strapping features diamond nail holes toprovide nailing options and reduce wood splitting.CMSTC – 3˝ wide strapping is designed for high loadconditions. Engineered to reduce wood splitting.RS – 11⁄ 4˝ wide strapping packaged in cartonscontaining 25-foot or longer coils.Materials: See chartFinish: G90 galvanizingOptions: RS150 available in Triple Zinc.To order add TZ to stock numberas in RS150-TZ.Codes: ESR-3455, FL817, FL821, FL822,L.A. City RR 25745Installation:• Use all specified fasteners. See Product Notes, page 11.• For safety, always wear gloves when handling or cuttingcoiled strapping.• CMST installations: Install to a minimum 2 ply 2x edge.Increase nail spacing if wood begins to split.• Designer may specify alternate nailing schedules. Refer toNail Specification table on page 15 for nail shear values. Loadvalues shall not exceed published allowable loads.Optional nails(wood shrinkage mayoccur and cause strapto buckle outward)EndLengthClearSpan1˝ Min. EndLengthTypical RSrim joist installationCMST similarCutLength1 1 /2˝3/4˝1 1 /4˝1/2˝RS3˝2 1 /4˝3/4˝3/8˝USPStock No.CMSTC16CMST14 CMST14CMST12RS300 CS22RS250RS200RS100 -- --RS150 CS16RS14-100 CS14RS22-R CS22-RRS20-R CS20-RRS18-R CS18-RRS16-R CS16-RRS14-R CS14-RDF-L / SPS-P-F / Hem FirAllowableRim Joist Installation Fastener Rim Joist Installation FastenerNail TensionSteel CoilEnd Schedule 3,4,5Schedule 3,4,5 SpacinEnd(Lbs.) 1gRef. No. Gauge Length Cut Length LengthMin Qty. 2 Nails Cut Length LengthMin Qty. 2 Nails O.C. 160%16 54' 60 10d 29" 74 10d CMSTC1616 54' 60 10d 56" 74 10d 16 54' 20" 50 16d 24" 62 16d 471516 54' 38" 50 16d 47" 62 16d 14 52-1/2' 64 16d 36" 80 16d 14 52-1/2' 74 10d 82" 94 10d 663014 52-1/2' 74 10d 163" 94 10d 12 40' 82 16d 45" 102 16d CMST12 12 40' 96 10d 103" 118 10d 932012 40' 96 10d 205" 118 10d CS20CS182220181816142220181614300'250'200'100'150'100'25'25'25'25'25'Clear Span + 24"Clear Span + 24"12"12"121418182228121418222810d10d10d10d10d10d10d10d10d10d10dClear Span + 30"Clear Span + 30"7"8"9"9"12"15"7"8"9"12"15"161822222836161822283610d10d10d10d10d10d10d10d10d10d10d2220181816142220181614300'250'200'100'150'100'25'25'25'25'25'Clear Span + 28"Clear Span + 28"14"14"14162222263414162226348d8d8d8d8d8d8d8d8d8d8dClear Span + 34"Clear Span + 34"8"9"11"11"13"17"8"9"11"13"17"18202626324218202632428d8d8d8d8d8d8d8d8d8d8d9251045137513751730261092510451375173026101) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Minimum quantity of fasteners to be installed with equal fasteners at each end of the connection.Product may have additional nail holes not needed to meet published allowable load of product.3) 16d sinker nails may be substituted for 10d nails with no load reduction.5) NAILS: red font.CodeRef.R9R9R91 1 /2˝3˝ Typ.CMSTC163˝1 1/2˝1˝1 3/4˝3 1/2˝CMSTAngles & Straps1-800-328-5934 1-800-328-5934 • • www.USPconnectors.com77USP2241-131

STRAP TIES – HRS, HTP, KST, KSTI, LSTA, LSTI, MSTA, MSTC & ST SERIESHRS – 12 gauge, 13/8˝ or 31/4˝ wide strapping.LSTA – 20 or 18 gauge, light-capacity 11/4˝ wide strapping.LSTI – 3 3/4˝ wide strap ties provide tension load path for truss top chords. The nailpattern accommodates open web trusses with double top chord.MSTA – 18 or 16 gauge, medium-capacity 11/4˝ wide strapping.HTP – 16 gauge, medium-capacity 3˝ wide strapping.ST – 16 gauge, medium-capacity 11/4˝ wide strapping.MSTC – 3˝ wide strapping. Slotted hole design allows for higher load capacities andreduce splitting of lumber when attached to multiple 2x members.KST – 3/4˝, 1-3/4˝, or 2 1/16˝ wide strapping. Straps can be fastened using either nails orbolts. Some KST straps install only with nails.KSTI – 21/16˝ wide strapping. Straps are designed for installation to wood I-Joist flanges.3˝7˝Some model designs mayvary from illustration shown1 3 /4˝KST29 9 7 /16˝KST213 12 11 /16˝KST216 15 15 /16˝KST218 19 3 /16˝KST224 22 7 /16˝KST234 32 3 /16˝1 1 /2˝4 1 /2˝2 1 /16˝1 1 /2˝KST227 27˝KST237 37 1 /2˝KST248 48˝KST260 60˝KST272 72˝© Copyright 2013 USP Structural Connectors ®HTP37-TZ1 1/4˝2 1/16˝3˝1 1/2˝3 3/4˝3¼˝KSTI226 26˝KSTI236 36˝KSTI248 48˝KSTI260 60˝KSTI272 72˝1 1/2˝ 3/8˝typ.KST scallopeddesignKSTstraight edgedesign1 1/4˝16˝3˝3/4˝3˝Angles & StrapsHRS416-TZ1 3/8˝LSTA/MSTA 9˝LSTA/MSTA 12˝LSTA/MSTA 15˝LSTA/MSTA 18˝LSTA/MSTA 21˝LSTA/MSTA 24˝LSTA/MSTA 30˝LSTA/MSTA 36˝MSTA 48˝MSTC28 28 1/4˝MSTC40 40 1/4˝MSTC52 52 1/4˝MSTC66 65 3/4˝MSTC78 77 3/4˝LSTI49 49˝LSTI73 73˝1 1 /2˝16 5 /16˝ST9 9 ˝ST12 11 5/8˝ST18 17 3/4˝ST22 21 5/8˝LHRS12HRS8HRS678HRSLSTA/MSTAKSTI MSTC LSTI1-800-328-5934 • www.USPconnectors.comKST116 STcontinued on next page

STRAP TIES – HRS, HTP, KST, KSTI, LSTA, LSTI, MSTA, MSTC & ST SERIES cont.© Copyright 2013 USP Structural Connectors ®Materials: See chartFinish: G90 galvanizingOptions: MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24,MSTA30, & MSTA36 are available in Triple Zinc. To order, add TZ tostock number, as in MSTA9-TZ.LSTA36, MSTA12, MSTA18, MSTA24 & MSTA36 are available inStainless Steel. To order, add SS to stock number, as in MSTA36-SS.KST227, KST237, KST248, & KST260 are available in Hot-dipgalvanized. To order, add HDG to the stock number, as in KST227-HDG.Codes: ESR-3455, FL822, FL817, FL13825,L.A. City RR 25745Installation:• Use all specified fasteners. See Product Notes, page 11.• Designer may specify alternate nailing schedules. Refer to Nail Specification table onpage 15 for nail shear values. Load values shall not exceed published allowable loads.The quantity of nails installed shall be equally distributed to both ends of the strap.• The quantity of nails installed shall be equally distributed to both ends of the strap.Allowable Loads (Lbs.) 1,2Dimensions (in) Fastener Schedule 2,6USPMin DF-L / SP S-P-F / HFSteelTotalCodeStock No. 5 Ref. No. Gauge W L Qty 3 Qty 4 Type 160% 160% Ref.TensionKST116 ST2115 20 3/4 16-5/16 10 8 16d 665 665 14, F16, R9LSTA9 LSTA9 20 1-1/4 9 8 8 10d 740 635LSTA12 LSTA12 20 1-1/4 12 10 10 10d 930 79014,LSTA15 LSTA15 20 1-1/4 15 12 12 10d 1115 950F30,LSTA18 LSTA18 20 1-1/4 18 14 14 10d 1235 1110R9LSTA21 LSTA21 20 1-1/4 21 16 16 10d 1235 1235LSTA24 LSTA24 20 1-1/4 24 18 16 10d 1235 1235KST29 ST292 20 1-3/4 9-7/16 14 14 16d 1680 1320 14,KST213 ST2122 20 1-3/4 12-11/16 18 18 16d 1785 1700 F16,KST216 ST2215 20 1-3/4 15-15/16 22 18 16d 1785 1700 R9LSTA30 LSTA30 18 1-1/4 30 22 22 10d 1640 1640LSTA36 LSTA36 18 1-1/4 36 26 22 10d 1640 1640MSTA9 MSTA9 18 1-1/4 9 8 8 10d 750 64514,MSTA12 MSTA12 18 1-1/4 12 10 10 10d 935 810F30,MSTA15 MSTA15 18 1-1/4 15 12 12 10d 1125 970R9MSTA18 MSTA18 18 1-1/4 18 14 14 10d 1310 1130MSTA21 MSTA21 18 1-1/4 21 16 16 10d 1500 1295MSTA24 MSTA24 18 1-1/4 24 18 18 10d 1640 1455LSTI49 LSTI49 18 3-3/4 49 32 32 10d x 1-1/2 3150 2510LSTI73 LSTI73 18 3-3/4 73 48 48 10d x 1-1/2 4130 376514,ST9 ST9 16 1-1/4 9 8 8 16d 885 760F16,ST12 ST12 16 1-1/4 11-5/8 10 10 16d 1105 950R9ST18 ST18 16 1-1/4 17-3/4 14 14 16d 1395 1335ST22 ST22 16 1-1/4 21-5/8 18 18 16d 1395 1395MSTA30 MSTA30 16 1-1/4 30 22 22 10d 2065 1815 14,MSTA36 MSTA36 16 1-1/4 36 26 26 10d 2065 2065 F30,MSTA48 MSTA49 16 1-1/4 48 32 26 10d 2045 2045 R9KST218 ST6215 16 1-3/4 19-3/16 26 26 16d 2960 2540 14, F16,KST224 ST6224 16 1-3/4 22-7/16 30 30 16d 2960 2930 R9HTP37-TZ HTP37Z 16 3 7 20 20 10d x 1-1/2 1855 1600 13036 36 10d 3455 2965MSTC28 MSTC28 16 3 28-1/436 34 16d 3860 332014,52 52 10d 4715 4285MSTC40 MSTC40 16 3 40-1/4F12,52 46 16d 4715 4490R970 60 10d 4715 4715MSTC52 MSTC52 16 3 52-1/470 52 16d 4715 4715KST234 ST6236 14 1-3/4 32-3/16 42 36 16d 3775 3660 14, F16, R9MSTC66 MSTC66 14 365-3/4MSTC78 MSTC78 14 3 77-3/488 72 10d 6015 601588 62 16d 6015 6015104 76 10d 6015 6015104 66 16d 6015 60151) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) Total number of nail and/or bolt holes provided in the strap.4) Minimum quantity of fasteners to be installed with equal fasteners at each end of the connection. Product may haveadditional nail holes not needed to meet published allowable load of product.5) For MSTC straps: 16d sinker nails may be substituted for 10d nails with no reduction in load.6) NAILS: red font.14,F12,R9LTW Twist strappages 83-84Typical LSTA/MSTAI-Joist on Ridge BeaminstallationTypical LSTIopen web trussinstallationAngles & Strapscontinued on next page1-800-328-5934 • www.USPconnectors.com79USP2241-131

STRAP TIES – HRS, HTP, KST, KSTI, LSTA, LSTI, MSTA, MSTC & ST SERIES cont.Dimensions (in) Fastener Schedule 3,7,8 Allowable Tension Loads (Lbs.) 1,2Nails Bolts DF-L / SP S-P-F / HFUSPSteelTotal Min Min Nails Bolts 6 Nails Bolts 6CodeStock No. Ref. No. Gauge W L Qty 4 Qty 5 Type Qty 5 Dia. 160% 160% 160% 160% Ref.HRS6 HRS6 12 1-3/8 6 6 6 10d -- -- -- -- 640 -- -- 550 -- --HRS8 HRS8 12 1-3/8 8 10 10 10d -- -- -- -- 1065 -- -- 920 -- -- 130HRS12 HRS12 12 1-3/8 12 14 14 10d -- -- -- -- 1490 -- -- 1290 -- --KST227MST27,34 16d12 2-1/16 27 34S/MST274 1/2 4540 2285 3645 2020KST237MST37,48 16d12 2-1/16 37-1/2 48S/MST376 1/2 5140 3240 5140 2875KST248MST48,54 16d14,12 2-1/16 48 628 1/2 5140 3845 5140 3555S/MST48F16,KSTI226 MSTI26 12 2-1/16 26 26 26 10d x 1-1/2 -- -- -- -- 2810 -- -- 2245 -- -- R9KSTI236 MSTI36 12 2-1/16 36 36 36 10d x 1-1/2 -- -- -- -- 3890 -- -- 3110 -- --KSTI248 MSTI48 12 2-1/16 48 48 48 10d x 1-1/2 -- -- -- -- 5140 -- -- 4145 -- --KSTI260 MSTI60 12 2-1/16 60 60 60 10d x 1-1/2 -- -- -- -- 5140 -- -- 5140 -- --KSTI272 MSTI72 12 2-1/16 72 72 60 10d x 1-1/2 -- -- -- -- 5140 -- -- 5140 -- --HRS416-TZ HRS416Z 12 3-1/4 16 16 16 WS15-GC -- -- -- -- 2945 -- -- 2410 -- -- 130MST60,64 16dKST26010 2-1/16 60 7210 1/2 6720 4910 6720 4390 14,S/MST60F16,MST72,64 16dKST27210 2-1/16 72 7210 1/2 6720 4910 6720 4390 R9S/MST721) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined.4) Total number of nail and/or bolt holes provided in the strap.5) Minimum quantity of fasteners to be installed with equal fasteners at each end of the connection. Product may haveadditional nail holes not needed to meet published allowable load of product.7) WS15-GC Wood Screws are 1/4" dia. x 1-1/2" long.8) NAILS:New products or updated product information are designated in red font.Bolts must be orderedseparately. See page 17for available sizes.© Copyright 2013 USP Structural Connectors ®Angles & StrapsClear Span ChartUSPStockNo.MSTC28 MSTC28MSTC40MSTC52MSTC66MSTC78 MSTC78KST237S/MST37KST248S/MST48KST260S/MST60KST272S/MST7210d x 1-1/2" Fasteners 4Clear Total 3 DF-L / SP Total 4 DF-L / SP Total 4 DF-L / SPRef. No. Span Qty Tension 160% 1 Qty Tension 160% 1 Qty Tension 160% 1MSTC40MSTC52MSTC66KSTI236 MSTI36KSTI248 MSTI48KSTI260 MSTI60KSTI272 MSTI7210d Fasteners 218 -- -- -- -- 12 1150 12 136516 -- -- -- -- 16 1535 14 159018 -- -- -- -- 28 2690 24 272516 -- -- -- -- 32 3070 30 341018 -- -- -- -- 44 4225 38 431516 -- -- -- -- 48 4610 42 471518 -- -- -- -- 62 6015 54 601516 -- -- -- -- 64 6015 54 601518 -- -- -- -- 64 6015 54 601516 -- -- -- -- 66 6015 56 601518 -- -- -- -- -- -- -- -- 20 248016 -- -- -- -- -- -- -- -- 22 273018 -- -- -- -- -- -- -- -- 32 397016 -- -- -- -- -- -- -- -- 34 421518 -- -- -- -- -- -- -- -- 46 625516 -- -- -- -- -- -- -- -- 48 653018 -- -- -- -- -- -- -- -- 46 625516 -- -- -- -- -- -- -- -- 48 653018 14 1410 -- -- -- -- -- -- -- --16 16 1615 -- -- -- -- -- -- -- --18 26 2620 -- -- -- -- -- -- -- --16 28 2820 -- -- -- -- -- -- -- --18 38 3830 -- -- -- -- -- -- -- --16 40 4030 -- -- -- -- -- -- -- --18 50 5040 -- -- -- -- -- -- -- --16 52 5240 -- -- -- -- -- -- -- --1) Allowable loads have been increased 60% for wind or seismic loads;no further increase shall be permitted.3) Total number of of nail holes provided in the strap.4) NAILS:16d Fasteners 2Optional nails(wood shrinkage mayoccur and cause strapto buckle outward)1˝ Min.End lengthClearspanEnd lengthTypical KST237 floor-to-floorinstallation801-800-328-5934 • www.USPconnectors.com

KRPS28 12˝STRAP TIES – KHST, KRPS, & PS SERIESKRPS – Meets IBC, IRC, & L.A. City requirements for notchedplates where plumbing, heating, or other pipes are placed inpartitions.PS – Piling Straps connect wood pilings to floor girders. Hot-dipgalvanized for corrosion protection in coastal environments.KHST – Heavy-capacity strap that utilizes bolts.Built-upbeam© Copyright 2013 USP Structural Connectors ®Materials: See chartFinish: KHST – USP primer; KRPS – G90 galvanizing;PS – Hot-dip galvanizedOptions: KRPS22 & KRPS28 are available in Triple Zinc.To order, add TZ to stock number, as inKRPS22-TZ.KHST2 & KHST3 are available in Hot-dippedgalvanized. To order, add HDG to stock number,as in KHST2-HDG.Codes: ESR-3445, FL11664,L.A. City RR 25745Installation:• Use all specified fasteners. See Product Notes, page 11.KHST3 and KHST2KHST6 and KHST53˝Typical KRPSinstallationPilingTypical PS720-HDGinstallation1 1 /4˝3 3 /4˝20˝In some instances the codesrequire the use of a metalstrap where sill or top platesare cut, notched, or drilled.IRC R602.6.1, IBC 2308.9.8KHST2KHST3KRPS18 & KRPS22 5 1 /2˝6 3 /4˝Bolts must be orderedseparately. See page 17for available sizes.KHST5KHST6WWKHSTDimensions (in)Fastener Schedule 2,5Allowable TensionNails Bolts Loads (Lbs.) 1,3USPSteelNotchDF-L / SPStock No. 4 Ref. No. Gauge W L Width Qty Type Qty Type 160%KHST2HST2,HST2-R7 2-1/2 21-1/4 -- -- -- -- -- -- 6 5/8 5250KHST3 HST3 3 3 25-1/2 -- -- -- -- -- -- 6 3/4 7920KHST5 HST5 7 5 21-1/4 -- -- -- -- -- -- 12 5/8 10635KHST6 HST6 3 6 25-1/2 -- -- -- -- -- -- 12 3/4 15935PS218-HDG PS218 7 2 18 -- -- -- -- -- -- 4 5/8 -- --PS418-HDG PS418 7 4 18 -- -- -- -- -- -- 4 5/8 -- --PS720-HDG PS720 7 6-3/4 20 -- -- -- -- -- -- 8 5/8 -- --KRPS18 RPS18 16 1-1/2 18-5/16 < 12 16d -- -- -- -- 1325KRPS22 RPS22 16 1-1/2 22-5/16 < 16 16d -- -- -- -- 1720KRPS28 RPS28 16 1-1/2 28-5/16 < 16 16d -- -- -- -- 17201) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.4) PS piling strap design loads must be determined for each installation. Bolts are installed perpendicular and parallel-to-grain.5) NAILS:New products or updated product information are designated in red font.CodeRef.5,F20,R9120130LKRPS1 1 /2˝PS720-HDG1-800-328-5934 • www.USPconnectors.com81USP2241-131W1˝2 1 /2˝PS218-HDGPS418-HDG similarLAngles & Straps

COMPRESSION & TENSION STRAP – HFS SERIESAngles & Straps82The HFS Hardy Frame® Saddle is a 14 gauge steel channel intended to beused as a splice at locations where plumbing or other vertical penetrationsdestroy the structural integrity of a walls top plates.Materials: 14 gaugeFinish: G60 galvanizingCodes: ESR-2089Installation:• Use all specified fasteners. See Product Notes, page 11.• The Saddle can be installed over the top or from the underside of the topplates, and is capable of resisting both tension and compression loads in aclearspan of up to 4-½” inches.• For wall depths greater than 3-½”, or to install after plumbing lines have beenrun, the product can be separated into two “L” shapes by gripping the legs of thechannel and flexing the top surface along the serration lines.USPSteelNotchTension Compression Tension CompressionStock No. Ref. No. Gauge W L Width Qty 3 Type 2,5 100% 100% 100% 100%HFS24 -- -- 14 3-5/8 24 < 4-1/2 24 16d 2950 2500 2537 2500HFS36 -- -- 14 3-5/8 36 < 4-1/2 32 16d 4280 2500 3681 25001) Allowable tension loads are for normal duration. The values may be adjusted for other durations, such as for seismic and wind loadingin accordance with the AF&PA NDS.3) Fastener quantity is the number of 16d common nails to be installed into each of the members to be joined. When the end distance from thejoint to the first nail hole is less than 1-inch, omit the (2) nails in the 3-inch side-plate and the (1) nail in the 1-1/2 inch side-plate that arenearest the joint.4) For the condition described above there is no reduction in values provided the HFS24 is installed with minimum (22) 16d common nails ineach member being joined (44 total) and the HFS36 is installed with (31) 16d common nails in each member (62 total).5) NAILS:PRE-BENT STRAP – MSTCB SERIESThe MSTCB Pre-Bent Strap is designed tofasten vertical studs to a beam or ridge beammember below where the beam depth will notallow complete fastener attachments with astandard product.Materials: 14 gaugeFinish: G90 galvanizingInstallation:• Use all specified fasteners. See ProductNotes, page 11.USPStock No.Dimensions (in)Fastener ScheduleNewAllowable Tension Loads (Lbs.) 1DF-L / SPS-P-FNewSizeStudFastening1-800-328-5934 • www.USPconnectors.comTypical HFS installation tounderside of double top plates.Minimum(2) 2x or 4xSeparation into two“L” shapes at 6”and greater depths.MinimumLength 22˝No NailsRequiredDimensions (in)3˝ MinimumBearing AreaSideviewMinimum BeamTypicalinstallationFastener Schedule 2,7Face NailingMSTC66B3Allowable Loads (Lbs.) 1 B2 7/8˝MSTCBDimensions (in)BeamStud/Post 3,5,6 TensionSteelDF-L / SP S-P-FCodeRef. No. Gauge W L B W 4 D Qty Face Qty Bottom Qty Type 160% 160% Ref.MSTC48B3 MSTC48B3 14 3 44-7/8 2-7/8 3 9-1/4 12 10d 4 10d 24 10d 4800 3905MSTC66B3 MSTC66B3 14 3 62-7/8 2-7/8 3 11-1/4 14 10d 4 10d 28 10d 5495 42501) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) Minimum strap length on stud/post for quantity of nails is 19" for MSTC48B3 and 22" for MSTC66B3.4) The 3" wide beam may be double for 2x members.5) Fewer fasteners in the stud/post than listed will reduce the capacity of the connection.6) Nails in the stud/post to be installed symmetrically in pairs starting a minimum of 1-1/2" from the end.7) NAILS:CodeRef.16Omit fasteners at firstholes when the end distanceis less than 1 inch.130W3˝62 L 7/8˝© Copyright 2013 USP Structural Connectors ® Angles & Straps

PERMANENT WOOD FOUNDATION STRAP – PWFS24© Copyright 2013 USP Structural Connectors ®Connects permanent wood foundation studs to rim joist toresist lateral loads produced from ground pressure. The highload values and positive placement nail gun installation makethe PWFS24 practical for manufactured homes as well assite built homes.Materials: 20 gaugeFinish: G90 galvanizingInstallation:• Use all specified fasteners. See Product Notes, page 11.• Center strap on top plate over the stud.• Attach center nail and bend inside end of strap downward.• Install nails on inside of wall.• Install floor system or place manufactured home onfoundation.• Form outside end of strap up the outside ofrim and install nails.LoaddirectionTypical PWFS24installationDimensions (in) Fastener Schedule 1,3 Allowable Tension Loads (Lbs.) 2USPSteelDF-L / SP S-P-FCodeStock No. Ref. No. Gauge W L Qty Type 100% 100% Ref.PWFS24 PWF24 20 1-1/2 24 9 8d 775 645 1303) NAILS:PWFS2424˝1 1 /2˝TWIST STRAPS – HTW, KTS, LFTA6, LTW, & MTW SERIESTwist straps tie framing members to resist tension forces.LFTA6 – 16 gauge.LTW – 18 gauge, light-capacity.MTW – 16 gauge, medium-capacity.KTS – 16 gauge, medium-capacity with angled twist.HTW – 14 gauge, heavy-capacity.Materials: See chartFinish: G90 galvanizingOptions: LFTA6, HTW20, MTW12, MTW16, MTW20 & MTW30 areavailable in Triple Zinc. To order, add TZ to stock number,as in MTW12-TZ.LTW12, LTW18 & MTW20 are available in Stainless Steel.To order, add SS to stock number, as in LTW18-SS.Codes: ESR-3455, FL820, L.A. City RR 25745Installation:• Use all specified fasteners. See Product Notes, page 11.• Consult I-Joist manufacturer for web stiffenerrequirements, and uplift limitations on joist and application.Typical LFTA6 truss-to-topplate installationAngles & StrapsUpliftF 1Place strap so allnail holes alignwith rim joist8 3 /8˝19 1 /8˝6 1 /2˝2 1 /4˝Typical LFTA6 stud-to-topplate installationF 2Typical LFTA6 stud-to-rimjoist installationLFTA6continued on next page1-800-328-5934 • www.USPconnectors.com83USP2241-131

TWIST STRAPS – HTW, KTS, LFTA6, LTW, & MTW SERIES CONT.UpliftAngles & Straps84Dimensions (in) Fastener Allowable Loads (Lbs.) 114 10d x 1-1/2MTW18 MTS18 16 1-1/4 18 7-1/2 7-1/21195 100514 10dLFTA6 7 16 2-1/4 19-1/8 8-3/8 6-1/21210 1015 16 8d x1-1/2R914 10d x 1-1/2MTW20 MTS20 16 1-1/4 20 8-1/2 8-1/21195 100514 10dSchedule 2,3,4,5,8DF-L / SP S-P-FUSPUplift UpliftSteelCodeStock No. 6 Ref. No. Gauge W L L1 L2 Qty Type 160% 160%Ref.LTW12 LTS12 18 1-1/4 12 4-1/2 4-1/212 10d x 1-1/212 10d775 65012 10d x 1-1/2LTW16 LTS16 18 1-1/4 16 6-1/2 6-1/2775 650 12 10d12 10d x 1-1/2LTW18 LTS18 18 1-1/4 18 7-1/2 7-1/2775 650 R912 10dLTW20 LTS20 18 1-1/4 20 8-1/2 8-1/212 10d x 1-1/212 10d775 650KTS9 TS9 16 1-1/4 9 -- -- -- -- 8 16d 785 659KTS12 TS12 16 1-1/4 11-1/2 -- -- -- -- 10 16d 1065 89513014 10d x 1-1/2MTW12 MTS12 16 1-1/4 12 4-1/2 4-1/21195 1005 14 10d14 10d x 1-1/2MTW16 MTS16 16 1-1/4 16 6-1/2 6-1/21195 1005 R914 10dKTS17 TS18 16 1-1/4 17-1/2 -- -- -- -- 14 16d 1100 924 130KTS24 TS22 16 1-1/4 21-3/4 -- -- -- -- 18 16d 1395 1172 130MTW24C MTS24CMTW28C -- --MTW30 MTS30MTW30C MTS30CHTW16HTS16HTW20 HTS20HTW24 HTS24HTW28 HTS28HTW30 HTS30HTW30C HTS30C161616161414141414141-1/41-1/41-1/41-1/41-1/41-1/41-1/41-1/41-1/41-1/424283030162024283030Typical LTW12 / MTW12Truss-to-top plateinstallation10-7/1612-7/168-5/1613-7/165-1/87-1/810-7/1612-7/1618-9/1613-7/1614 10d x 1-1/214 10d14 10d x 1-1/214 10d14 10d x 1-1/214 10d14 10d x 1-1/214 10d16 10d x 1-1/216 10d24 10d x 1-1/220 10d24 10d x 1-1/220 10d24 10d x 1-1/220 10d24 10d x 1-1/220 10d24 10d x 1-1/220 10d1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) 16d sinker nails may be substituted for 10d common nails with no reduction in load.5) Fasteners shall be distributed equally on each end of the connection.6) C after the model number designates center twist as in MTW30C.located closest to the bend line. Lateral F1 and F2 load directions do not apply to roof truss-to-top plate installations.8) NAILS:7-1/89-1/8 9-1/811-1/8 11-1/8712-1/85-1/817-1/412-1/811951195119511951260153015301005100510051005106012851530 128515301530128512851285R91-800-328-5934 • www.USPconnectors.comEqual number of specifiedfasteners at each endTypical LTW12 / MTW12Stud-to-rim joistinstallationL2L11 1/4˝1˝ Typ.LTW12/MTW12Typical MTW30installationMTW30/HTW30L 1L 21 1 /4˝Typical MTW20I-Joist Rafter installationL1 1 /4˝1˝Typ.LTW18/MTW18other models similar1 1 /4˝KTSL 2L 1LMTW30C© Copyright 2013 USP Structural Connectors ®

MASONRY STRAPS – MSTAM & MSTCM SERIESThe MSTAM and MSTCM Strap Ties are designed toconnect a wood structure above to a masonry wall below.Materials: See chartFinish: G90 galvanizingOptions: MSTAM24 and MSTAM36 are availablein Triple Zinc. To order, add TZ to stocknumber, as in MSTAM24-TZNewSizeInstallation:• Use all specified fasteners. See Product Notes, page 11.© Copyright 2013 USP Structural Connectors ®12 1/2˝12 1/2˝ minimumminimum3˝ minimum3˝ minimum3˝ minimum3˝ minimum14˝14˝minimumminimum1 1/ 2˝3˝L5/8˝3˝LTypical MSTCM40installationTypical MSTAM36installationWMSTCM40WMSTAM36USPStock No.Dimensions (in)Fastener ScheduleAllowable Loads (Lbs.) 1,2CMU 4 Concrete 4 Nails 3,5TensionUSPSteelDF-L / SP S-P-FCodeStock No. Ref. No. Gauge W L Qty Type Qty Type Qty Type 160% 160% Ref.MSTAM24 MSTAM24 18 1-1/4 24 5 5 9 10d 1545 1455MSTAM36 MSTAM36 16 1-1/4 36 8 8 13 10d 1945 1945 16 3 40-1/4 14 14 24 10d20 16d3665 3665 130 16 3 60 14 14 24 10d20 16d3665 3665Allowable Loads (Lbs.)5) NAILS:DF-L / SP S-P-FClearSpan Qty Type Qty Type Qty Type 160% 160%16 5 5 8 10d 1305 130518 Clear 5 Span Chart 5 7 10d 1305 115516 12 12 16 16d 3135 312518 12 12 14 16d 3135 273516 14 12 20 16d 3660 366018 14 12 20 16d 3660 3660NAILS:Angles & Straps1-800-328-5934 • www.USPconnectors.com85USP2241-131

MASONRY TWIST STRAPS – HTWM SERIESThe HTWM Twist Straps are designed for truss to concrete or masonry connections.Offer uplift resistance with variable heel height and positioning applications.Materials: 14 gaugeFinish: G90 galvanizingCodes: FL6223Installation Instructions:• Use all specified fasteners. See Product Notes pages 11 .• Strap may be attached to either side of grouted masonry or concrete wall with aminimum of (1) #5 horizontal rebar.• Drill hole in concrete or masonry with manufacturers prescribed 1/4˝ masonry drill.Install fasteners into concrete or masonry per manufacturer’s specification.• Grout or concrete compressive strength shall be 2,000 psi at 28 days.• Twist straps do not have to be wrapped over the truss to achieve the allowable loads.• Moisture barrier may be required.USPStock No.Dimensions (in)Fastener ScheduleAllowable Loads (Lbs.) 1CMU 2 Concrete 2 Truss/Rafter 3UpliftSteelWedge WedgeNail DF-L / SP S-P-FRef. No. Gauge W L L1 Qty Bolts Qty Bolts Qty Type 160% 160%HTWM16 HTSM16, MTSM16 14 1-1/4 16 5-3/4 4 4 8 1145 14 1-1/4 7-3/4 4 4 8 11451) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS:CodeRef.Typical HTWMinstallationL 1WWL 1L© Copyright 2013 USP Structural Connectors ®HTWMCONNECTOR STRAPS – KHSA & KSA SERIESKSA – 12 gaugeKHSA – 3 gauge. Designed for installation with bolts only.Materials: See chartFinish: KSA – G90 galvanizingKHSA – USP primerCodes: ESR-3455, FL11664, L.A. City RR 2574518º MaxAllowable loadsOAngles & StrapsInstallation:• Use all specified fasteners. See Product Notes, page 11.• KSA36 can be field adjusted for smaller beam widths.Connector strapTypical KSAinstallation15˚ MaxOD 1 D2HangerTypical KHSA4installationTypical KSAinstallation861-800-328-5934 • www.USPconnectors.comcontinued on next page

CONNECTOR STRAPS – KHSA & KSA SERIES CONTINUED00LWLWKHSA5KSA36© Copyright 2013 USP Structural Connectors ®Dimensions (in)FastenerSchedule 3,4,5Allowable TensionLoads (Lbs.) 1,2USPSteelDF-L / SPStock No. Ref. No. Gauge W L O D1 D2 Qty Type 160%KSA36 SA36 12 2-1/16 37-7/8 9 6-11/16 4-1/222 16d 26204 1/2 2015KHSA1 -- -- 3 3 30 9 10 -- -- 2 3/4 2435KHSA2 -- -- 3 3 38-1/2 9 10 4-1/2 4 3/4 4810KHSA3 -- -- 3 3 47 9 10 4-1/2 6 3/4 7005KHSA4 -- -- 3 3 56 9 10 4-1/2 8 3/4 8920KHSA5 -- -- 3 3-1/2 64-1/2 9 10 4-1/2 10 3/4 107851) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined.5) NAILS: red font.CodeRef.14,F20,R9Bolts must be orderedseparately. See page 17for available sizes.KNEE BRACES – KVB & KVBI SERIESKVB – Installs with WS3 wood screws for higher loadcapacity. It can be retrofit into existing framing.KVBI – Installs with common nails. Designed to beused with I-Joist purlins.Materials: 12 gaugeFinish: G90 galvanizingCodes: ESR-3455, FL11664,L.A. City RR 25745LInstallation:• Use all specified fasteners.2˝See Product Notes, page 11.• WS3 wood screws are included with KVBshipments.• Install flanges at angles of 45° or more to thevertical plane to assure proper lateral resistance.Dimensions (in) Fastener Schedule 1,2,3USPSteelBeam JoistDF-L / SPStock No. Ref. No. Gauge Beam Depth L Qty Type Qty Type 100% 125% 160%KVB5 VB5 12 10 - 15 60 4 WS3 12 WS3 1800 1800 1800KVB7 VB7 12 15 - 22-1/2 84 4 WS3 12 WS3 1800 1800 1800KVB8 VB8 12 22-1/2 - 28-1/2 96 4 WS3 12 WS3 1800 1800 1800KVB10 VB10 12 28-1/2 - 36 120 4 WS3 12 WS3 1800 1800 1800KVB12 VB12 12 36 - 42 144 4 WS3 12 WS3 1800 1800 1800KVBI5 -- -- 12 10 - 15 60 4 10d 12 10d 760 955 1220KVBI7 -- -- 12 15 - 22-1/2 84 6 10d 12 10d 760 955 1220KVBI8 -- -- 12 22-1/2 - 28-1/2 96 6 10d 12 10d 760 955 1220KVBI10 -- -- 12 28-1/2 - 36 120 6 10d 12 10d 760 955 1220KVBI12 -- -- 12 36 - 42 144 6 10d 12 10d 760 955 12203) NAILS: red font.KVB5Allowable Tension Loads (Lbs.)CodeRef.14,F20,R9Typical KVB7installationAngles & Straps1-800-328-5934 • www.USPconnectors.com87USP2241-131

HANGERSHanger Selector GuideStyleSupported / Joist MemberSupporting / Header Member100% Allowable Loads (Lbs.) RangeHeader MaterialHangerTypeFaceMountTopMountSlopeandSkewPanelandPurlinMasonryUSPSeriesSteelGaugeJL 20 455 - 1,905 -- --JLIF 18 465 - 1,520 -- --SUH 16 465 - 2,210 -- --JUS 18 655 - 2,345 -- --MUS 18 1,285 - 1,710 -- --HUS16 2,635 - 5,310 -- --14 800 - 2,580 -- --HD 14 565 - 3,950 -- --HDQIF 14 3,340 - 5,605 -- --KLB 14 1,365 -- --KB 12 2,870 - 3,495 -- --HDO 12 2,170 - 5,715 -- --SW 12 2,315 - 2,520 -- --SWHKHW7 - Top Flange12 - Stirrup3 - Top Flange10 - StirrupFace MountTop MountSloped / SkewedFormedWelded© Copyright 2013 USP Structural Connectors ®HangersDimensional WoodEWPTrussGlulamDimensional WoodEWP 3,305 -- -- 5,295 - 5,335 -- --HL 18 1,270 - 1,590 -- --JH 18 1,900 - 2,540 -- --LS 18 785 - 1,235 -- --LSSHSKH1816685 - 1,180-- -- 510 - 2,210 -- --16141,825 - 2,590-- -- 1,410 - 3,100 -- --SKHH 14 1,510 - 3,640 -- --KF 18 695 - 810 -- --PHG 18 580 - 650 -- --FHD 18 960 -- --JDS 18 480 - 1,575 -- --JPF 20 1,070 - 1,275 -- --DTUS 20 480 - 570 -- --TUS 20 480 - 570 -- --HWUH7 - Stirrup -- -- 2,265 - 5,165MPH 12 -- -- 2,585 - 4,280UHM -- -- 3,550 - 6,380NFM7 - Stirrup -- -- 7,130 - 10,310 red font.TrussGlulamMasonryDF-L / SPMasonry881-800-328-5934 • www.USPconnectors.com

HANGERSFACE MOUNTJOIST HANGERS. . . . . . . . . . . . PAGES 91-100• JL SeriesLight-capacity 20 gauge 2x joist hanger.• JLIF SeriesMedium-capacity inverted flange18 gauge joist hanger.JLJLIFSUH© Copyright 2013 USP Structural Connectors ®• SUH SeriesMedium-capacity 16 gauge joist hanger.• JUS SeriesMedium-capacity 18 gauge joist hanger with slant nailing.• MUS SeriesMedium-capacity 18 gauge joist hanger with slant nailing.• HUS SeriesHeavy-capacity 14 or 16 gauge joist hanger with slant nailing.• HD SeriesHeavy-capacity 14 gauge joist hanger.• HDQIF SeriesHeavy-capacity 14 gauge inverted flange joist hanger.JUSMUS SimilarHDHUSHDQIFTOP MOUNT HANGERS . . . . . PAGES 101-106• KLB SeriesLight-capacity 14 gauge top mount hanger with uplift capacity.• KB SeriesMedium-capacity 12 gauge top mount hanger with uplift capacity.KBKLB• HDO SeriesMedium-capacity 12 gauge top mount hanger with uplift capacity.• SW SeriesLight-capacity welded hanger with primer finish.• SWH SeriesMedium-capacity welded hanger with primer finish.• KHW SeriesHeavy-capacity welded hanger with primer finish.HDOSWSWH• HL SeriesLight-capacity 18 gauge 2x top mount hanger.• JH20Medium-capacity strap style hanger.KHWHLJHSLOPE & SKEW HANGERS. . . . PAGES 106-109• LS SeriesLight-capacity hanger for slopes of 0° to 30° down.• LSSH SeriesField adjustable slope and skew hanger.• SKH SeriesLight-capacity 45° skewed hanger.• SKHH SeriesMedium-capacity 45° skewed hanger.LSLSSHSKHSKHHcontinued on next page1-800-328-5934 • www.USPconnectors.com89USP2241-131Hangers

HANGERSPANEL &PURLIN HANGERS . . . . . . . . . PAGES 110-112• KF SeriesPanel hanger with a joist end nail.• PHG SeriesPanel hanger that uses a gripper instead of a nail.KFPHG• JPF SeriesMedium-capacity purlin hanger with double shear nailing.• JDS SeriesMedium-capacity purlin saddle hanger.• FHD26Medium-capacity purlin saddle hanger.• DTUS & TUS SeriesMedium-capacity purlin saddle hanger.JPFDTUSJDSFHD26TUS© Copyright 2013 USP Structural Connectors ®MASONRY HANGERS . . . . . . . PAGES 113-117• HWUH SeriesHeavy-capacity top flange masonry hanger.• MPH SeriesTop flange masonry hanger.• UMH SeriesFace mount masonry hanger.• NFM SeriesNarrow flange hanger for headers connecting to theend of a masonry wall.HWUH MPH UMH NFMHangers901-800-328-5934 • www.USPconnectors.com

STANDARD JOIST HANGERS – JL, JLIF, & SUH SERIESUSP offers a wide variety of light-gauge face mount joist hangers toaccommodate application and installation preferences.JL series – 20 gauge, 2x joist hangers.JLIF series – 18 gauge, 2x joist hangers.SUH series – 16 gauge steel construction for more demandingapplications and light truss support.© Copyright 2013 USP Structural Connectors ®Materials: See chartFinish: G90 galvanizing; JLIF–G-185 galvanizingOptions: JL26IF & JL210IF are available in Stainless Steel. Toorder, add SS to stock number, as in JL26IF-SS.See SUH Specialty Options Chart.Codes: ER-0201, ESR-3445, L.A. City RR 25843, FL11664,FL13285, FL15143Installation:• Use all specified fasteners. See Product Notes, page 11.SUH Specialty Options Chart – refer to SpecialtyOptions pages 208-209 for additional details.Typical JL26installationJL26Typical SUH26-2installationWSUH26-2ADHOption 4 Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3Rangewhen width isSee Sloped Seat and SkewedAllowableLoads100% of table load.on skews greater100% of table load80% of table load.on skews greaterOrderingAdd SK angle required,and right (R) or left (L),to product number.Ex. SUH210-SK45RAdd SL, slope required,and up (U) or down (D),to product number.Ex. SUH210-SL30DSee Sloped Seat and Skewed.Ex. SUH210-SK45RSL30D1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange.2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.3) All sloped, skewed, or combinations require bevel cut on joist in all applications and web stiffeners with I-Joists.4) Some SUH option hangers may be manufactured as welded products to achieve listed loads.Typical JLIFinstallationJLIFHangers1-800-328-5934 • www.USPconnectors.com91USP2241-131

SLANT NAIL JOIST HANGERS – HUS, JUS & MUS SERIESThe HUS, JUS & MUS hanger series offers double shear nailing. USP’s dimple allows for30° to 45° nailing through the joist into the header resulting in higher loads and lessnailing. Slant nailing also eliminates the need for shorter joist nails in 2xapplications.Materials: JUS - 18 gauge; MUS - 18 gauge; HUS - 14 or 16 gaugeFinish: G90 galvanizing; JUS24-GC, JUS26-GC, JUS28-GC JUS210-GC,JUS26-2GC, & JUS210-2GC – Gold CoatOptions: HUS26, HUS28, HUS210, HUS28-2IF, HUS210-2IF, JUS24, JUS26,JUS24-2, JUS26-2, JUS28, JUS28-2, JUS210, JUS36, JUS210-2,JUS44, JUS46, JUS48, JUS410, JUS28-3, & JUS210-3 are availablein Triple Zinc. To order, add TZ to stock number, as in JUS24 -TZ.HUS212-2, JUS24, JUS26, JUS26-2, JUS28, JUS210, JUS28-2,JUS210-2, & JUS210-3 are available in Stainless Steel. To order, addSS to stock number, as in JUS26-SS.See HUS Specialty Options Chart.Codes: ESR-3445, ER-0201, FL15143, FL821, L.A. City RR 25843Installation:• Use all specified fasteners. See Product Notes, page 11.• Joist nails must be driven at a 30° to 45° angle through the joist or truss into theheader to achieve listed loads. Standard length “double shear” nails must be usedto achieve listed load values.• JUS & MUS - 16d sinkers (9 gauge x 31⁄4˝) may be used where 10d commons arespecified with no load reduction.Dimpleallows 30ºto 45˚nailingTypical JUS46installationWADHJUS28© Copyright 2013 USP Structural Connectors ®MUSHUS28-2Double shear nail designfeatures fewer nails andfaster installationUses standardlength nailsHUS Specialty Options Chart – referto Specialty Options pages 208-209for additional details.Typical HUS46installationHangersOptionRangeAllowableLoadsOrderingInverted FlangeNot available in65% of table load whennailing into the supportAdd IFTypical HUS410IF invertedflange installation921-800-328-5934 • www.USPconnectors.com

HEAVY-DUTY FACE MOUNT HANGERS – HD SERIES© Copyright 2013 USP Structural Connectors ®HD hangers are heavy-duty face mount hangers that can beused to support headers, joists, and trusses.Materials: 14 gaugeFinish: G90 galvanizingOptions: HD28-2IF, HD210-2IF, HD210-3IF, HD44IF,HD46, HD46IF, HD48, HD48IF, HD410,HD410IF, HD412, HD412IF, HD68, HD68IF,HD610, HD610IF, HD612 & HD612IF areavailable in Triple Zinc. To order, add TZ tostock number, as in HD28-2IFTZ.HD210-2IF is available in StainlessSteel. To order, add SS to stock number,as in HD210-2IFSS.All nominal lumber sizes are availablerough/full size lumber. See Specialty OptionsChart.Codes: ESR-3445, FL13285,L.A. City RR 25843Installation:• Use all specified fasteners. See Product Notes, page 11.• Some HD models feature nail holes along bend line that mustbe filled to achieve allowable loads. Verify properheader width to accomplish this for inverted models.Specialty Options Chart – refer to Specialty Optionspages 208-209 for additional details.WTypical HD610installationBend linenailingHD610ADHDrive bend line nailsinto header at 45°to achieve listed loads.Typical HD210-2installationOption 4 Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Inverted FlangeRangeAllowableLoadsOrderingwhen width is100% of table load.75% of uplift loadon skews greaterAdd SK, angle required,and right (R) or left (L),to product number.Ex. HD410-SK45R100% of table loadAdd SL, slope required,and up (U) or down (D),to product number.Ex. HD410-SL30DSee Sloped Seat andSkewed80% of table load.75% of uplift loadon skews greaterSee Sloped Seat andSkewed.Ex. HD410-SK45RSL30D1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange.2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.3) All sloped, skewed, or combinations require bevel cut on joist in all applications and web stiffeners with I-joists.Hangers for square-cut joists are available as a Custom. Further reductions in allowable loads may apply.4) Modifications of HD hangers may be manufactured as hot rolled, welded, or primed.HDQIF inverted flange hangers install with woodscrews eliminating the need to drill bolt holessimplifying installation.Not available in100% of table load.65% of table load whennailing into the supportmembers end grain.Add IFto product number.Ex. HD410IFINVERTED FLANGE HANGERS – HDQIF SERIESTypical HD210-2IFinverted flangeinstallationTypical HD3212glulam installationWHD51135ADHMaterials: 14 gaugeFinish: G90 galvanizingOptions: HDQ612IF is available in StainlessSteel. To order, add SS to stocknumber, as in HDQ612IF-SS.Codes: ER-0201, FL15143Installation:• Use all specified fasteners. See Product Notes, page 11.• WS15 and WS3 Wood Screws are supplied withHDQIF hangers.WHDQIF3˝Up to3/4˝ gap1-800-328-5934 • www.USPconnectors.com93USP2241-131HTypical HDQIFinstallationHangers

FACE MOUNT HANGER CHARTSHangers94Dimensions (in) Fastener Schedule 2,3,5,6 Allowable Loads (Lbs.) 4Header Joist DF-L / SPUSPSteelFloor Roof Uplift 1CodeJoist Size Stock No. Ref. No. Gauge W H D A Qty Nail Qty Nail 100% 115% 125% 160% Ref.JL24 LU2420 1-9/16 3 1-1/2 15/16 4 10d 2 10d x 1-1/2 455 525 570 245 5,20 1-9/16 3 1-1/2 15/16 4 16d 2 10d x 1-1/2 545 625 680 245 F30, R5JL24IF-TZ -- --18 1-9/16 3-1/8 1-1/2 -- -- 4 10d HDG 2 10d x 1-1/2 HDG 465 535 580 28018 1-9/16 3-1/8 1-1/2 -- -- 4 16d HDG 2 10d x 1-1/2 HDG 550 615 615 28021, F322 x 4 JUS24 LUS24 18 1-9/16 3-1/8 1-3/4 1 4 10d 2 10d 655 750 820 510 5,JUS24-GC -- -- 18 1-9/16 3-1/8 1-3/4 1 4 N10C-GC 2 N10C-GC 655 750 820 510 F15, R5SUH24 U2416 1-9/16 3-1/4 2 1-3/16 4 10d 2 10d x 1-1/2 465 535 580 360 5, F20,16 1-9/16 3-1/4 2 1-3/16 4 16d 2 10d x 1-1/2 550 635 690 360 R5HD26 HU26 14 1-9/16 3-1/2 2 1-1/8 4 16d 2 10d x 1-1/2 565 650 705 290 5, F30,R5JL26 LU2620 1-9/16 4-3/4 1-1/2 15/16 6 10d 4 10d x 1-1/2 685 785 855 485 5,20 1-9/16 4-3/4 1-1/2 15/16 6 16d 4 10d x 1-1/2 815 940 1020 485 F30, R5JL26IF-TZ LUC26Z18 1-9/16 4-1/2 1-1/2 -- -- 6 10d HDG 4 10d x 1-1/2 HDG 695 800 870 73018 1-9/16 4-1/2 1-1/2 -- -- 6 16d HDG 4 10d x 1-1/2 HDG 830 950 1035 73021, F32JUS26 LUS26 18 1-9/16 4-13/16 1-3/4 1 4 10d 4 10d 850 975 1060 1115JUS26-GC -- -- 18 1-9/16 4-13/16 1-3/4 1 4 N10C-GC 4 N10C-GC 850 975 1060 11155, F15, R52 x 6 MUS26 MUS26 18 1-9/16 5-1/16 2 1 6 10d 6 10d 1285 1475 1605 865 21, F32SUH26 U2616 1-9/16 5-1/8 2 1-3/16 6 10d 4 10d x 1-1/2 695 800 870 725 5, F20,16 1-9/16 5-1/8 2 1-3/16 6 16d 4 10d x 1-1/2 830 950 1035 725 R5HUS26 HUS26 16 1-5/8 5-7/16 3 2 14 16d 6 16d 2635 3030 3295 19255, F15,R5HD26 HU26 14 1-9/16 3-1/2 2 1-1/8 4 16d 2 10d x 1-1/2 565 650 705 290HD28 HU28 14 1-9/16 5-1/4 2 1-1/8 8 16d 4 10d x 1-1/2 1130 1295 1410 730 5, F30,JL26 LU2620 1-9/16 4-3/4 1-1/2 15/16 6 10d 4 10d x 1-1/2 685 785 855 485 R520 1-9/16 4-3/4 1-1/2 15/16 6 16d 4 10d x 1-1/2 815 940 1020 485JL26IF-TZ LUC26Z18 1-9/16 4-1/2 1-1/2 -- -- 6 10d HDG 4 10d x 1-1/2 HDG 695 800 870 73018 1-9/16 4-1/2 1-1/2 -- -- 6 16d HDG 4 10d x 1-1/2 HDG 830 950 1035 73021, F32JL28 LU2820 1-9/16 6-3/8 1-1/2 15/16 10 10d 6 10d x 1-1/2 1140 1295 1295 885 5,20 1-9/16 6-3/8 1-1/2 15/16 10 16d 6 10d x 1-1/2 1360 1565 1700 885 F30, R5JL28IF-TZ -- --18 1-9/16 6-1/8 1-1/2 -- -- 8 10d HDG 4 10d x 1-1/2 HDG 930 1065 1160 730 21,18 1-9/16 6-1/8 1-1/2 -- -- 8 16d HDG 4 10d x 1-1/2 HDG 1105 1215 1215 730 F32JUS26 LUS26 18 1-9/16 4-13/16 1-3/4 1 4 10d 4 10d 850 975 1060 11155,JUS26-GC -- -- 18 1-9/16 4-13/16 1-3/4 1 4 N10C-GC 4 N10C-GC 850 975 1060 1115F15,JUS28 LUS28 18 1-9/16 6-5/8 1-3/4 1 6 10d 4 10d 1075 1235 1345 11152 x 8R5JUS28-GC -- -- 18 1-9/16 6-5/8 1-3/4 1 6 N10C-GC 4 N10C-GC 1075 1235 1345 1115MUS26 MUS26 18 1-9/16 5-1/16 2 1 6 10d 6 10d 1285 1475 1605 865 21,MUS28 MUS28 18 1-9/16 7-1/16 2 1 8 10d 8 10d 1710 1970 2140 1230 F3216 1-9/16 5-1/8 2 1-3/16 6 10d 4 10d x 1-1/2 695 800 870 725SUH26 U26 5,16 1-9/16 5-1/8 2 1-3/16 6 16d 4 10d x 1-1/2 830 950 1035 725F20,16 1-9/16 6-5/8 2 1-3/16 8 10d 6 10d x 1-1/2 930 1065 1160 800SUH28 -- --R516 1-9/16 6-5/8 2 1-3/16 8 16d 6 10d x 1-1/2 1105 1270 1380 800HUS26 HUS26 16 1-5/8 5-7/16 3 2 14 16d 6 16d 2635 3030 3295 1925 5, F15,HUS28 HUS28 16 1-5/8 7-3/16 3 2 22 16d 8 16d 3970 4345 4345 2570 R5HD28 HU28 14 1-9/16 5-1/4 2 1-1/8 8 16d 4 10d x 1-1/2 1130 1295 1410 7305,HD210 HU210 14 1-9/16 7-3/16 2 1-1/8 12 16d 4 10d x 1-1/2 1690 1945 2115 730F30,20 1-9/16 6-3/8 1-1/2 15/16 10 10d 6 10d x 1-1/2 1140 1295 1295 885JL28 LU28R520 1-9/16 6-3/8 1-1/2 15/16 10 16d 6 10d x 1-1/2 1360 1565 1700 885JL28IF-TZ -- --18 1-9/16 6-1/8 1-1/2 -- -- 8 10d HDG 4 10d x 1-1/2 HDG 930 1065 1160 73018 1-9/16 6-1/8 1-1/2 -- -- 8 16d HDG 4 10d x 1-1/2 HDG 1105 1215 1215 73021, F32JL210 LU21020 1-9/16 8-1/4 1-1/2 15/16 14 10d 8 10d x 1-1/2 1595 1835 1875 1095 5,20 1-9/16 8-1/4 1-1/2 15/16 14 16d 8 10d x 1-1/2 1905 1965 1965 1095 F30, R518 1-9/16 8-1/4 1-1/2 -- -- 11 10d HDG 6 10d x 1-1/2 HDG 1275 1465 1595 1095 21,JL210IF-TZ LUC210Z18 1-9/16 8-1/4 1-1/2 -- -- 11 16d HDG 6 10d x 1-1/2 HDG 1520 1745 1900 1095 F322 x 10JUS28 LUS28 18 1-9/16 6-5/8 1-3/4 1 6 10d 4 10d 1075 1235 1345 11155,JUS28-GC -- -- 18 1-9/16 6-5/8 1-3/4 1 6 N10C-GC 4 N10C-GC 1075 1235 1345 1115F15,JUS210 LUS210 18 1-9/16 7-3/4 1-3/4 1 8 10d 4 10d 1305 1500 1630 1115R5JUS210-GC -- -- 18 1-9/16 7-3/4 1-3/4 1 8 N10C-GC 4 N10C-GC 1305 1500 1630 1115MUS28 MUS28 18 1-9/16 7-1/16 2 1 8 10d 8 10d 1710 1970 2140 1230 21, F3216 1-9/16 6-5/8 2 1-3/16 8 10d 6 10d x 1-1/2 930 1065 1160 800SUH28 -- -- 5,16 1-9/16 6-5/8 2 1-3/16 8 16d 6 10d x 1-1/2 1105 1270 1380 800F20,16 1-9/16 8 2 1-3/16 10 10d 6 10d x 1-1/2 1160 1335 1450 1085SUH210 U210R516 1-9/16 8 2 1-3/16 10 16d 6 10d x 1-1/2 1380 1585 1725 1085HUS28 HUS28 16 1-5/8 7-3/16 3 2 22 16d 8 16d 3970 4345 4345 2570 5, F15,HUS210 HUS210 16 1-5/8 9-3/16 3 2 30 16d 10 16d 5310 5510 5510 3205 R5HD210 HU210 14 1-9/16 7-3/16 2 1-1/8 12 16d 4 10d x 1-1/2 1690 1945 2115 730 5, F30, R51) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.A6) NAILS:H red font.1-800-328-5934 • www.USPconnectors.comWcontinued on next pageD© Copyright 2013 USP Structural Connectors ®

FACE MOUNT HANGER CHARTS CONTINUED© Copyright 2013 USP Structural Connectors ®Dimensions (in) Fastener Schedule 2,3,5,6 Allowable Loads (Lbs.) 4Header Joist DF-L / SPUSPSteelFloor Roof Uplift 1Joist Size Stock No. Ref. No. Gauge W H D A Qty Nail Qty Nail 100% 115% 125% 160%JL210JL210IF-TZLU210LUC210Z20181-9/161-9/168-1/48-1/41-1/21-1/215/16-- --141110d10d HDG8610d x 1-1/210d x 1-1/2 HDG1595127518351465187515951095109520181-9/161-9/168-1/48-1/41-1/21-1/215/16-- --141116d16d HDG8610d x 1-1/210d x 1-1/2 HDG19051520196517451965190010951095JUS210 LUS210 18 1-9/16 7-3/4 1-3/4 1 8 10d 4 10d 1305 1500 1630 1115JUS210-GC -- -- 18 1-9/16 7-3/4 1-3/4 1 8 N10C-GC 4 N10C-GC 1305 1500 1630 11152 x 1216 1-9/16 8 2 1-3/16 10 10d 6 10d x 1-1/2 1160 1335 1450 1085SUH210 U21016 1-9/16 8 2 1-3/16 10 16d 6 10d x 1-1/2 1380 1585 1725 10852 x 142 x 16(2) 2 x 4(2) 2 x 6HUS210 HUS210 16 1-5/8 9-3/16 3 2 30 16d 10 16d 5310 5510 5510 3205HD210 HU210 14 1-9/16 7-3/16 2 1-1/8 12 16d 4 10d x 1-1/2 1690 1945 2115 730HD212 HU212 14 1-9/16 9-1/4 2 1-1/8 16 16d 6 10d x 1-1/2 2255 2595 2730 1065HD212IF HUC212 14 1-9/16 9-1/4 2 -- -- 16 16d 6 10d x 1-1/2 2255 2595 2730 1065SUH214 U21416 1-9/16 10 2 1-1/8 12 10d 8 10d x 1-1/2 1390 1600 1740 133016 1-9/16 10 2 1-1/8 12 16d 8 10d x 1-1/2 1655 1905 2070 1330HD212 HU212 14 1-9/16 9-1/4 2 1-1/8 16 16d 6 10d x 1-1/2 2255 2595 2730 1065HD212IF HUC212 14 1-9/16 9-1/4 2 -- -- 16 16d 6 10d x 1-1/2 2255 2595 2730 1065HD214 HU214 14 1-9/16 11-1/2 2 1-1/8 20 16d 6 10d x 1-1/2 2560 2660 2730 1065SUH214 U21416 1-9/16 10 2 1-1/8 12 10d 8 10d x 1-1/2 1390 1600 1740 133016 1-9/16 10 2 1-1/8 12 16d 8 10d x 1-1/2 1655 1905 2070 1330HD212 HU212 14 1-9/16 9-1/4 2 1-1/8 16 16d 6 10d x 1-1/2 2255 2595 2730 1065HD214 HU214 14 1-9/16 11-1/2 2 1-1/8 20 16d 6 10d x 1-1/2 2560 2660 2730 1065HD216 HU216 14 1-9/16 13-1/2 2 1-1/8 24 16d 8 10d x 1-1/2 2785 2925 3015 10655,F15, R55, F20,R55, F15,R55, F30,R5JUS24-2 LUS24-2 18 3-1/8 3-7/16 2 1 4 16d 2 16d 780 900 965 325 5, F15, R516 3-1/8 3-1/8 2 1-1/8 6 10d 2 10d 695 800 870 370 5, F20,SUH24-2 U24-216 3-1/8 3-1/8 2 1-1/8 6 16d 2 10d 830 950 1035 370 R5HD24-2 HU24-2 14 3-1/8 3-1/2 2-1/2 1-1/8 4 16d 2 10d 565 650 705 320 5, F30, R5HUS24-2 -- -- 14 3-1/8 3-7/16 2 1 4 16d 2 16d 800 920 1000 495HUS24-2IF -- -- 14 3-1/8 3-7/16 2 1 4 16d 2 16d 800 920 1000 495JUS26-2 LUS26-2 18 3-1/8 5-1/4 2 1 4 16d 4 16d 1015 1170 1220 1355JUS26-2GC -- -- 18 3-1/8 5-1/4 2 1 4 N16C-GC 4 N16C-GC 1015 1170 1220 1355SUH26-2 U26-216 3-1/8 5-1/16 2 1-1/8 8 10d 4 10d 930 1065 1160 74016 3-1/8 5-1/16 2 1-1/8 8 16d 4 10d 1105 1270 1380 740HD24-2 HU24-2 14 3-1/8 3-1/2 2-1/2 1-1/8 4 16d 2 10d 565 650 705 320 5, F30, R5HUS26-2 HUS26-2 14 3-1/8 5-1/4 2 1 4 16d 4 16d 1030 1185 1290 1115 5, F15,HUS26-2IF HUSC26-2 14 3-1/8 5-1/4 2 -- -- 4 16d 4 16d 1030 1185 1290 1115 R5HD26-2 HU26-2 14 3-1/8 5-1/8 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140 5, F30,HD26-2IF HUC26-2 14 3-1/8 5-1/8 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140 R5JUS26-2 LUS26-2 18 3-1/8 5-1/4 2 1 4 16d 4 16d 1015 1170 1220 13555,JUS26-2GC -- -- 18 3-1/8 5-1/4 2 1 4 N16C-GC 4 N16C-GC 1015 1170 1220 1355F15, R5JUS28-2 LUS28-2 18 3-1/8 7-1/8 2 1 6 16d 4 16d 1290 1485 1615 1355SUH26-2SUH28-2U26-2-- --16163-1/83-1/85-1/166-1/4221-1/81-1/881010d10d4410d10d9301160106513351160145074074016163-1/83-1/85-1/166-1/4221-1/81-1/881016d16d4410d10d110513801270158513801725740740(2) 2 x 8 HUS26-2 HUS26-2 14 3-1/8 5-1/4 2 1 4 16d 4 16d 1030 1185 1290 1115HUS26-2IF HUSC26-2 14 3-1/8 5-1/4 2 -- -- 4 16d 4 16d 1030 1185 1290 1115HUS28-2 HUS28-2 14 3-1/8 7-1/8 2 1 6 16d 6 16d 1550 1780 1935 1810HUS28-2IF HUSC28-2 14 3-1/8 7-1/8 2 -- -- 6 16d 6 16d 1550 1780 1935 1810HD26-2 HU26-2 14 3-1/8 5-1/8 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140HD26-2IF HUC26-2 14 3-1/8 5-1/8 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140HD28-2 HU28-2 14 3-1/8 7-1/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140HD28-2IF HUC28-2 14 3-1/8 7-1/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 11401) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.6) NAILS: red font.CodeRef.5,F30, R5A21, F325, F20,R55, F30,R55, F20,R55,F30, R55, F15,R55, F20,R55, F20,R55, F15,R55, F30,R5HWDHangerscontinued on next page1-800-328-5934 • www.USPconnectors.com95USP2241-131

FACE MOUNT HANGER CHARTS CONTINUEDHangers96Dimensions (in) Fastener Schedule 2,3,5,6 Allowable Loads (Lbs.) 4Header Joist DF-L / SPUSPSteelFloor Roof Uplift 1CodeJoist Size Stock No. Ref. No. Gauge W H D A Qty Nail Qty Nail 100% 115% 125% 160% Ref.JUS28-2 LUS28-2 18 3-1/8 7-1/8 2 1 6 16d 4 16d 1290 1485 1615 13555,JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 8 16d 6 16d 1800 2070 2250 1980F15, R5JUS210-2GC -- -- 18 3-1/8 9-1/8 2 1 8 N16C-GC 6 N16C-GC 1800 2070 2250 1980SUH28-2SUH210-2-- --U210-216163-1/83-1/86-1/48-9/16221-1/81-1/8101410d10d4610d10d1160162513351870145020307401115 R516163-1/83-1/86-1/48-9/16221-1/81-1/8101416d16d4610d10d13801930158522201725241574011155, F20,(2) 2 x 10HUS28-2 HUS28-2 14 3-1/8 7-1/8 2 1 6 16d 6 16d 1550 1780 1935 1810 5, F15,HUS28-2IF HUSC28-2 14 3-1/8 7-1/8 2 -- -- 6 16d 6 16d 1550 1780 1935 1810 R5HD28-2 HU28-2 14 3-1/8 7-1/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140 5, F30,HD28-2IF HUC28-2 14 3-1/8 7-1/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140 R5HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 8 16d 8 16d 2065 2375 2580 2210 5, F15,HUS210-2IF HUSC210-2 14 3-1/8 9-1/8 2 -- -- 8 16d 8 16d 2065 2375 2580 2210 R5HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30,HD210-2IF HUC210-2 14 3-1/8 9 2-1/2 -- -- 18 16d 10 10d 2540 2920 3175 1905 R5HDQ210-2IF HUCQ210-2 14 3-1/4 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 21, F32JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 8 16d 6 16d 1800 2070 2250 1980 5,JUS210-2GC -- -- 18 3-1/8 9-1/8 2 1 8 N16C-GC 6 N16C-GC 1800 2070 2250 1980 F15, R5SUH210-2 U210-216 3-1/8 8-9/16 2 1-1/8 14 10d 6 10d 1625 1870 2030 111516 3-1/8 8-9/16 2 1-1/8 14 16d 6 10d 1930 2220 2415 1115(2) 2 x 12(2) 2 x 14HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 8 16d 8 16d 2065 2375 2580 2210HUS210-2IF HUSC210-2 14 3-1/8 9-1/8 2 -- -- 8 16d 8 16d 2065 2375 2580 2210HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905HD210-2IF HUC210-2 14 3-1/8 9 2-1/2 -- -- 18 16d 10 10d 2540 2920 3175 1905HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 10 16d 10 16d 2580 2965 3225 3060HUS212-2IF HUSC212-2 14 3-1/8 11-1/8 2 -- -- 10 16d 10 16d 2580 2965 3225 3060HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905HD212-2IF HUC212-2 14 3-1/8 11 2-1/2 -- -- 22 16d 10 10d 3100 3565 3880 1905 R5HDQ210-2IF HUCQ210-2 14 3-1/4 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 21, F32JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 8 16d 6 16d 1800 2070 2250 1980 5, F15, R5JUS214-2 LUS214-2 18 3-1/8 13-1/8 2 1 12 16d 6 16d 2345 2700 2935 1980 5, R516 3-1/8 8-9/16 2 1-1/8 14 10d 6 10d 1625 1870 2030 1115 5, F20,SUH210-2 U210-216 3-1/8 8-9/16 2 1-1/8 14 16d 6 10d 1930 2220 2415 1115 R5HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30, R5HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 8 16d 8 16d 2065 2375 2580 2210HUS210-2IF HUSC210-2 14 3-1/8 9-1/8 2 -- -- 8 16d 8 16d 2065 2375 2580 2210HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 10 16d 10 16d 2580 2965 3225 3060HUS212-2IF HUSC212-2 14 3-1/8 11-1/8 2 -- -- 10 16d 10 16d 2580 2965 3225 3060HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905HD212-2IF HUC212-2 14 3-1/8 11 2-1/2 -- -- 22 16d 10 10d 3100 3565 3880 1905HD214-2 HU214-2 14 3-1/8 13 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905HDQ210-2IF HUCQ210-2 14 3-1/4 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 21, F32JUS214-2 LUS214-2 18 3-1/8 13-1/8 2 1 12 16d 6 16d 2345 2700 2935 1980 5, R5HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905(2) 2 x 16 HD212-2IF HUC212-2 14 3-1/8 11 2-1/2 -- -- 22 16d 10 10d 3100 3565 3880 1905 5, F30,HD214-2 HU214-2 14 3-1/8 13 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905 R5HD216-2 HU216-2 14 3-1/8 15 2-1/2 1-1/8 26 16d 12 10d 3665 4215 4570 228516 2-9/16 3-3/8 2 1-1/8 6 10d 2 10d x 1-1/2 695 800 850 360 5, F20,SUH34 U3416 2-9/16 3-3/8 2 1-1/8 6 16d 2 10d x 1-1/2 830 850 850 360 R53 x 4HD34 HU34 14 2-9/16 3 2 1-1/8 4 16d 2 10d x 1-1/2 565 650 705 290 5, F30,HD34IF HUC34 14 2-9/16 3 2 -- -- 4 16d 2 10d x 1-1/2 565 650 705 290 R5JUS36 LUS36 18 2-9/16 5-5/16 2 1 4 16d 4 16d 1015 1170 1220 1355 5, F15, R53 x 63 x 8SUH34SUH36U34U3616162-9/162-9/163-3/85-5/16221-1/81-1/86810d10d2410d x 1-1/210d x 1-1/26959308001065850116036072516162-9/162-9/163-3/85-5/16221-1/81-1/86816d16d2410d x 1-1/210d x 1-1/2830110585012708501380360725HD36 HU36 14 2-9/16 4-3/4 2 1-1/8 8 16d 4 10d x 1-1/2 1130 1295 1410 730HD36IF HUC36 14 2-9/16 4-3/4 2 -- -- 8 16d 4 10d x 1-1/2 1130 1295 1410 730JUS38 -- -- 18 2-9/16 6-3/4 2 1 6 16d 4 16d 1290 1485 1615 1355 5, F15, R516 2-9/16 5-5/16 2 1-1/8 8 10d 4 10d x 1-1/2 930 1065 1160 725 5, F20,SUH36 U3616 2-9/16 5-5/16 2 1-1/8 8 16d 4 10d x 1-1/2 1105 1270 1380 725 R5HD36 HU36 14 2-9/16 4-3/4 2 1-1/8 8 16d 4 10d x 1-1/2 1130 1295 1410 730HD36IF HUC36 14 2-9/16 4-3/4 2 -- -- 8 16d 4 10d x 1-1/2 1130 1295 1410 730HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 12 16d 4 10d x 1-1/2 1690 1945 2115 730HD38IF HUC38 14 2-9/16 6-3/4 2 -- -- 12 16d 4 10d x 1-1/2 1690 1945 2115 7301) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.6) NAILS: red font.1-800-328-5934 • www.USPconnectors.com5, F20,R55, F15,R55, F30,R55, F15,R55, F30,5,F15,R55, F30,R55, F20,R55, F30,R55,F30,R5continued on next pageWAHD© Copyright 2013 USP Structural Connectors ®

FACE MOUNT HANGER CHARTS CONTINUEDHangers© Copyright 2013 USP Structural Connectors ®Dimensions (in) Fastener Schedule 2,3,5,6,7 Allowable Loads (Lbs.) 4Header Joist DF-L / SPUSPSteelFloor Roof Uplift 1CodeJoist Size Stock No. Ref. No. Gauge W H D A Qty Nail Qty Nail 100% 115% 125% 160% Ref.JUS310 LUS310 18 2-9/16 9-1/8 2 1 8 16d 6 16d 1800 2070 2250 1980 5, F15, R5SUH310 U31016 2-9/16 8-7/8 2 1-1/8 14 10d 6 10d x 1-1/2 1625 1870 2030 1085 5, F20,16 2-9/16 8-7/8 2 1-1/8 14 16d 6 10d x 1-1/2 1930 2220 2415 1085 R5HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 12 16d 4 10d x 1-1/2 1690 1945 2115 7303 x 105,HD38IF HUC38 14 2-9/16 6-3/4 2 -- -- 12 16d 4 10d x 1-1/2 1690 1945 2115 730F30,HD310 HU310 14 2-9/16 7-7/16 2-1/2 1-1/8 14 16d 6 10d x 1-1/2 1975 2270 2470 1065R5HD310IF HUC310 14 2-9/16 7-7/16 2-1/2 -- -- 14 16d 6 10d x 1-1/2 1975 2270 2470 1065HDQ310IF HUCQ310 14 2-9/16 9 3 1-3/16 8 WS3 4 WS15 3340 3605 3605 1110 21, F323 x 123 x 14SUH310 U31016 2-9/16 8-7/8 2 1-1/8 14 10d 6 10d x 1-1/2 1625 1870 2030 108516 2-9/16 8-7/8 2 1-1/8 14 16d 6 10d x 1-1/2 1930 2220 2415 1085HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 12 16d 4 10d x 1-1/2 1690 1945 2115 730HD38IF HUC38 14 2-9/16 6-3/4 2 -- -- 12 16d 4 10d x 1-1/2 1690 1945 2115 730HD310 HU310 14 2-9/16 7-7/16 2-1/2 1-1/8 14 16d 6 10d x 1-1/2 1975 2270 2470 1065HD310IF HUC310 14 2-9/16 7-7/16 2-1/2 -- -- 14 16d 6 10d x 1-1/2 1975 2270 2470 1065HDQ310IF HUCQ310 14 2-9/16 9 3 1-3/16 8 WS3 4 WS15 3340 3605 3605 1110 21, F32HD312 HU312 14 2-9/16 9-5/16 2-1/2 1-1/8 16 16d 10 10d x 1-1/2 2255 2595 2820 1065 5, F30, R5SUH314 U31416 2-9/16 10-9/16 2 1-1/8 16 10d 6 10d x 1-1/2 1855 2135 2320 1085 5, F20,16 2-9/16 10-9/16 2 1-1/8 16 16d 6 10d x 1-1/2 2210 2505 2505 1085 R5HD310 HU310 14 2-9/16 7-7/16 2-1/2 1-1/8 14 16d 6 10d x 1-1/2 1975 2270 2470 1065HD310IF HUC310 14 2-9/16 7-7/16 2-1/2 -- -- 14 16d 6 10d x 1-1/2 1975 2270 2470 10655, F30, R5HDQ310IF HUCQ310 14 2-9/16 9 3 1-3/16 8 WS3 4 WS15 3340 3605 3605 1110 21, F32HD312 HU312 14 2-9/16 9-5/16 2-1/2 1-1/8 16 16d 10 10d x 1-1/2 2255 2595 2820 1065HD312IF HUC312 14 2-9/16 9-5/16 2-1/2 -- -- 16 16d 10 10d x 1-1/2 2255 2595 2820 1065HD314 HU314 14 2-9/16 11-5/16 2-1/2 1-1/8 20 16d 10 10d x 1-1/2 2820 3245 3525 1065HD314IF HUC314 14 2-9/16 11-5/16 2-1/2 -- -- 20 16d 10 10d x 1-1/2 2820 3245 3525 1065SUH314 U31416 2-9/16 10-9/16 2 1-1/8 16 10d 6 10d x 1-1/2 1855 2135 2320 108516 2-9/16 10-9/16 2 1-1/8 16 16d 6 10d x 1-1/2 2210 2505 2505 1085HD312 HU312 14 2-9/16 9-5/16 2-1/2 1-1/8 16 16d 10 10d x 1-1/2 2255 2595 2820 10653 x 16HD312IF HUC312 14 2-9/16 9-5/16 2-1/2 -- -- 16 16d 10 10d x 1-1/2 2255 2595 2820 1065HD314 HU314 14 2-9/16 11-5/16 2-1/2 1-1/8 20 16d 10 10d x 1-1/2 2820 3245 3525 1065HD314IF HUC314 14 2-9/16 11-5/16 2-1/2 -- -- 20 16d 10 10d x 1-1/2 2820 3245 3525 1065HD316 HU316 14 2-9/16 13-5/16 2-1/2 1-1/8 24 16d 10 10d x 1-1/2 3385 3890 4230 1065HD316IF HUC316 14 2-9/16 13-5/16 2-1/2 -- -- 24 16d 10 10d x 1-1/2 3385 3890 4230 1065(2) 3 x 8 HD38-2 HU38-2 14 5-1/8 6-1/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140(2) 3 x 10HD38-2 HU38-2 14 5-1/8 6-1/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140HD310-2 HU310-2 14 5-1/8 8 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905(2) 3 x 12 HD312-2 HU312-2 14 5-1/8 10 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905130(2) 3 x 14 HD312-2 HU312-2 14 5-1/8 10 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905JUS26-3 LUS26-3 18 4-5/8 4-1/2 2 1 4 16d 4 16d 1015 1170 1220 13555,F15, R5(3) 2 x 6 SUH26-3 U26-316 4-5/8 5-1/4 2 1 8 10d 2 10d 930 1065 1160 370 5, F20,16 4-5/8 5-1/4 2 1 8 16d 2 10d 1105 1270 1380 370 R5HD26-3 HU26-3 14 4-5/8 4-3/8 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140 5, F30,HD26-3IF HUC26-3 14 4-5/8 4-3/8 2-1/2 -- -- 12 16d 6 10d 1690 1945 2095 1140 R5JUS26-3 LUS26-3 18 4-5/8 4-1/2 2 1 4 16d 4 16d 1015 1170 1220 1355 5,JUS28-3 LUS28-3 18 4-5/8 6-3/8 2 1 6 16d 4 16d 1290 1485 1615 1355 F15, R516 4-5/8 5-1/4 2 1 8 10d 2 10d 930 1065 1160 370 5, F20,SUH26-3 U26-316 4-5/8 5-1/4 2 1 8 16d 2 10d 1105 1270 1380 370 R5(3) 2 x 8HD26-3 HU26-3 14 4-5/8 4-3/8 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140HD26-3IF HUC26-3 14 4-5/8 4-3/8 2-1/2 -- -- 12 16d 6 10d 1690 1945 2095 1140 5, F30,HD28-3 -- -- 14 4-5/8 6-3/8 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2115 1140 R5HD28-3IF -- -- 14 4-5/8 6-3/8 2-1/2 -- -- 12 16d 6 10d 1690 1945 2115 1140JUS28-3 LUS28-3 18 4-5/8 6-3/8 2 1 6 16d 4 16d 1290 1485 1615 1355 5,JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 8 16d 6 16d 1800 2070 2250 1980 F15, R5SUH210-3 U210-316 4-5/8 8-3/8 2 1 14 10d 6 10d 1625 1870 2030 1115 5, F20,16 4-5/8 8-3/8 2 1 14 16d 6 10d 1930 2220 2415 1115 R5(3) 2 x 10 HD28-3 -- -- 14 4-5/8 6-3/8 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2115 1140HD28-3IF -- -- 14 4-5/8 6-3/8 2-1/2 -- -- 12 16d 6 10d 1690 1945 2115 1140 5, F30,HD210-3 HU210-3 14 4-5/8 8-1/4 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 R5HD210-3IF HUC210-3 14 4-5/8 8-1/4 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905HDQ210-3IF HUCQ210-3 14 4-5/8 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 21, F32JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 8 16d 6 16d 1800 2070 2250 19805,F15, R5SUH210-3 U210-316 4-5/8 8-3/8 2 1 14 10d 6 10d 1625 1870 2030 1115 5, F20,16 4-5/8 8-3/8 2 1 14 16d 6 10d 1930 2220 2415 1115 R5(3) 2 x 12 HD210-3 HU210-3 14 4-5/8 8-1/4 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30,HD210-3IF HUC210-3 14 4-5/8 8-1/4 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 R5HDQ210-3IF HUCQ210-3 14 4-5/8 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 21, F32HD212-3 HU212-3 14 4-5/8 10-1/4 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905HD212-3IF HUC212-3 14 4-5/8 10-1/4 2-1/2 -- -- 22 16d 10 10d 3100 3565 3880 19051) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.AH7) NAILS:W D red font.continued on next page1-800-328-5934 • www.USPconnectors.com97USP2241-1315, F20,R55,F30,R55, F30,R55, F20,R55,F30,R55, F30,R5Hangers

FACE MOUNT HANGER CHARTS CONTINUEDHangers98USPSteelFloor Roof Uplift 1Joist Size Stock No. Ref. No. Gauge W H D A Qty Nail Qty Nail 100% 115% 125% 160%JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 8 16d 6 16d 1800 2070 2250 198016 4-5/8 8-3/8 2 1 14 10d 6 10d 1625 1870 2030 111516 4-5/8 8-3/8 2 1 14 16d 6 10d 1930 2220 2415 1115(3) 2 x 14 HD210-3 HU210-3 14 4-5/8 8-1/4 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30, R5HDQ210-3IF HUCQ210-3 14 4-5/8 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 21, F32HD212-3 HU212-3 14 4-5/8 10-1/4 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905HD212-3IF HUC212-3 14 4-5/8 10-1/4 2-1/2 -- -- 22 16d 10 10d 3100 3565 3880 1905HD214-3 HU214-3 14 4-5/8 12-1/4 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905 5,HD212-3 HU212-3 14 4-5/8 10-1/4 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 F30,(3) 2 x 16HD212-3IF HUC212-3 14 4-5/8 10-1/4 2-1/2 -- -- 22 16d 10 10d 3100 3565 3880 1905 R5HD214-3 HU214-3 14 4-5/8 12-1/4 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905HD216-3 HU216-3 14 4-5/8 14-1/4 2-1/2 1-1/8 26 16d 12 10d 3665 4215 4570 2285(4) 2 x 8 HD28-4 HU28-4 14 6-1/8 7-1/8 2-1/2 1-3/4 14 16d 6 10d 1690 1945 2115 1140 130(4) 2 x 10 HD210-4 HU210-4 14 6-1/8 9 3-1/4 2 24 16d 6 10d 3385 3890 4230 1140(4) 2 x 12 HD210-4 HU210-4 14 6-1/8 9 3-1/4 2 24 16d 6 10d 3385 3890 4230 1140(4) 2 x 14 HD210-4 HU210-4 14 6-1/8 9 3-1/4 2 24 16d 6 10d 3385 3890 4230 11404 x 44 x 64 x 84 x 10SUH210-3 U210-31-800-328-5934 • www.USPconnectors.com5,F15, R55, F20,R5JUS44 LUS44 18 3-5/8 3-1/4 2 1 4 16d 2 16d 780 900 965 325 5, F15, R5SUH44U44Dimensions (in) Fastener Schedule 2,3,4,5 Allowable Loads (Lbs.)Header Joist DF-L / SP16 3-9/16 2-7/8 2 1-1/8 6 10d 2 10d 695 800 870 37016 3-9/16 2-7/8 2 1-1/8 6 16d 2 10d 830 950 1035 370HD44 HU44 14 3-9/16 3-5/16 2-1/2 1-1/8 4 16d 2 10d 565 650 705 320HD44IF HUC44 14 3-9/16 3-5/16 2-1/2 -- -- 4 16d 2 10d 565 650 705 320JUS46 LUS46 18 3-5/8 5 2 1 4 16d 4 16d 1015 1170 1220 1355 5, F15, R5SUH44 U4416 3-9/16 2-7/8 2 1-1/8 6 10d 2 10d 695 800 870 37016 3-9/16 2-7/8 2 1-1/8 6 16d 2 10d 830 950 1035 370SUH46U4616 3-9/16 4-13/16 2 1-1/8 8 10d 4 10d 930 1065 1160 74016 3-9/16 4-13/16 2 1-1/8 8 16d 4 10d 1105 1270 1380 740HUS46 HUS46 14 3-5/8 5 2 1 4 16d 4 16d 1030 1185 1290 1115HUS46IF HUSC46 14 3-5/8 5 2 -- -- 4 16d 4 16d 1030 1185 1290 1115HD46 HU46 14 3-9/16 4-15/16 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140HD46IF HUC46 14 3-9/16 4-15/16 2-1/2 -- -- 12 16d 6 10d 1690 1945 2095 1140JUS46 LUS46 18 3-5/8 5 2 1 4 16d 4 16d 1015 1170 1220 1355JUS48 LUS48 18 3-5/8 6-7/8 2 1 6 16d 4 16d 1290 1485 1615 1355SUH46 U4616 3-9/16 4-13/16 2 1-1/8 8 10d 4 10d 930 1065 1160 74016 3-9/16 4-13/16 2 1-1/8 8 16d 4 10d 1105 1270 1380 740HUS46 HUS46 14 3-5/8 5 2 1 4 16d 4 16d 1030 1185 1290 1115HUS46IF HUSC46 14 3-5/8 5 2 -- -- 4 16d 4 16d 1030 1185 1290 1115HUS48 HUS48 14 3-5/8 7 2 1 6 16d 6 16d 1550 1780 1935 1810HUS48IF HUSC48 14 3-5/8 7 2 1 6 16d 6 16d 1550 1780 1935 1810HD46 HU46 14 3-9/16 4-15/16 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140HD46IF HUC46 14 3-9/16 4-15/16 2-1/2 -- -- 12 16d 6 10d 1690 1945 2095 1140HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140HD48IF HUC48 14 3-9/16 6-7/8 2-1/2 -- -- 14 16d 6 10d 1975 2270 2470 1140JUS48 LUS48 18 3-5/8 6-7/8 2 1 6 16d 4 16d 1290 1485 1615 1355JUS410 LUS410 18 3-5/8 8-7/8 2 1 8 16d 6 16d 1800 2070 2250 1980SUH410 U41016 3-9/16 8-3/8 2 1-1/8 14 10d 6 10d 1625 1870 2030 111516 3-9/16 8-3/8 2 1-1/8 14 16d 6 10d 1930 2220 2415 1115HUS48 HUS48 14 3-5/8 7 2 1 6 16d 6 16d 1550 1780 1935 1810HUS48IF HUSC48 14 3-5/8 7 2 1 6 16d 6 16d 1550 1780 1935 1810HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140HD48IF HUC48 14 3-9/16 6-7/8 2-1/2 -- -- 14 16d 6 10d 1975 2270 2470 1140HUS410 HUS410 14 3-5/8 8-7/8 2 1 8 16d 8 16d 2065 2375 2580 2210HUS410IF HUSC410 14 3-5/8 8-7/8 2 -- -- 8 16d 8 16d 2065 2375 2580 2210HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905HD410IF HUC410 14 3-9/16 8-13/16 2-1/2 -- -- 18 16d 10 10d 2540 2920 3175 1905HDQ410IF HUCQ410 14 3-9/16 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 21, F321) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.AH5) NAILS:New products or updated product information are designated in red font.WCodeRef.5, F30,R55, F20,R55, F30,R55, F20,R55,F15, R55, F30,R55,F15, R55, F20,R55,F15, R55, F30,R55,F15, R55, F20,R55,F15, R55, F30,R55,F15, R55, F30,R5continued on next pageD© Copyright 2013 USP Structural Connectors ®

FACE MOUNT HANGER CHARTS CONTINUEDHangers6 x 126 x 146 x 166 x 188 x 68 x 88 x 108 x 128 x 148 x 16USPSteelFloor Roof Uplift 1Joist Size Stock No. Ref. No. Gauge W H D A Qty Nail Qty Nail 100% 115% 125% 160%2 x 4 SUH24R2 x 6 - 8 SUH26RSUH610 U61016 5-1/2 9 2 1 14 10d 6 10d 1625 1870 2030 111516 5-1/2 9 2 1 14 16d 6 10d 1930 2220 2415 1115HD610 HU610 14 5-1/2 7-13/16 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905HD610IF HUC610 14 5-1/2 7-13/16 2-1/2 -- -- 18 16d 10 10d 2540 2920 3175 1905HDQ610IF HUCQ610 14 5-1/2 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 21, F32HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 5, F30,HD612IF HUC612 14 5-1/2 9-13/16 2-1/2 -- -- 22 16d 10 10d 3100 3565 3880 1905 R5HDQ612IF HUCQ612 14 5-1/2 11 3 1-1/2 14 WS3 6 WS3 5605 5605 5605 3280 21, F32HD610 HU610 14 5-1/2 7-13/16 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30,HD610IF HUC610 14 5-1/2 7-13/16 2-1/2 -- -- 18 16d 10 10d 2540 2920 3175 1905 R5HDQ610IF HUCQ610 14 5-1/2 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 21, F32HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 5, F30,HD612IF HUC612 14 5-1/2 9-13/16 2-1/2 -- -- 22 16d 10 10d 3100 3565 3880 1905 R5HDQ612IF HUCQ612 14 5-1/2 11 3 1-1/2 14 WS3 6 WS3 5605 5605 5605 3280 21, F32HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905HD614IF HUC614 14 5-1/2 11-13/16 2-1/2 -- -- 24 16d 10 10d 3385 3890 4230 1905HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905HD612IF HUC612 14 5-1/2 9-13/16 2-1/2 -- -- 22 16d 10 10d 3100 3565 3880 1905HDQ612IF HUCQ612 14 5-1/2 11 3 1-1/2 14 WS3 6 WS3 5605 5605 5605 3280 21, F32HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905HD614IF HUC614 14 5-1/2 11-13/16 2-1/2 -- -- 24 16d 10 10d 3385 3890 4230 1905HD616 HU616 14 5-1/2 13-13/16 2-1/2 1-1/8 26 16d 12 10d 3665 4215 4570 2285HD616IF HUC616 14 5-1/2 13-13/16 2-1/2 -- -- 26 16d 12 10d 3665 4215 4570 2285HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905HD614IF HUC614 14 5-1/2 11-13/16 2-1/2 -- -- 24 16d 10 10d 3385 3890 4230 1905HD616 HU616 14 5-1/2 13-13/16 2-1/2 1-1/8 26 16d 12 10d 3665 4215 4570 2285HD616IF HUC616 14 5-1/2 13-13/16 2-1/2 -- -- 26 16d 12 10d 3665 4215 4570 2285HD86 -- -- 14 7-1/2 5-1/8 2-1/2 1-1/2 10 16d 4 16d 1410 1620 1740 900HD86IF -- -- 14 7-1/2 5-1/8 2-1/2 1-1/2 10 16d 4 16d 1410 1620 1740 900HD88 HU88 14 7-1/2 6-5/8 2-1/2 1-1/2 14 16d 6 16d 1975 2270 2470 1355HD88IF HUC88 14 7-1/2 6-5/8 2-1/2 1-1/2 14 16d 6 16d 1975 2270 2470 1355HD810 HU810 14 7-1/2 8-3/8 2-1/2 1-1/2 18 16d 8 16d 2540 2920 3175 1805HD810IF HUC810 14 7-1/2 8-3/8 2-1/2 -- -- 18 16d 8 16d 2540 2920 3175 1805HD812 HU812 14 7-1/2 10-1/8 2-1/2 1-1/2 22 16d 8 16d 3100 3565 3880 1805HD812IF HUC812 14 7-1/2 10-1/8 2-1/2 -- -- 22 16d 8 16d 3100 3565 3880 1805HD814 HU814 14 7-1/2 11-7/8 2-1/2 1-1/2 24 16d 12 16d 3385 3890 4230 2705HD814IF HUC814 14 7-1/2 11-7/8 2-1/2 -- -- 24 16d 12 16d 3385 3890 4230 2705HD816 HU816 14 7-1/2 13-5/8 2-1/2 1-1/2 26 16d 12 16d 3665 4215 4465 2705HD816IF HUC816 14 7-1/2 13-5/8 2-1/2 -- -- 26 16d 12 16d 3665 4215 4465 2705Rough Lumber SizesLU24R-18,U24RLU26R-18,U26R2 x 8 - 10 SUH28R LU28R-182 x 10 - 12 - 14 SUH210R4 x 6 SUH44R U44R4 x 8 SUH46RLU210R-18,U210R2 x 14 - 16 SUH214R -- --U46R4 x 10 SUH410R U410R6 x 8 SUH66R U66R6 x 10 SUH610R U610R16 2 3-1/16 2 1-1/8 4 10d 2 10d x 1-1/2 465 535 580 36016 2 3-1/16 2 1-1/8 4 16d 2 10d x 1-1/2 550 635 690 36016 2 4-15/16 2 1-3/16 6 10d 4 10d x 1-1/2 695 800 870 72516 2 4-15/16 2 1-3/16 6 16d 4 10d x 1-1/2 830 950 1035 72516 2 6-7/16 2 1-1/8 8 10d 6 10d x 1-1/2 930 1065 1160 80016 2 6-7/16 2 1-1/8 8 16d 6 10d x 1-1/2 1105 1270 1380 80016 2 7-13/16 2 1-1/8 10 10d 6 10d x 1-1/2 1160 1335 1450 108516 2 7-13/16 2 1-1/8 10 16d 6 10d x 1-1/2 1380 1585 1725 108516 2 9-13/16 2 1-1/8 12 10d 6 10d x 1-1/2 1390 1600 1740 108516 2 9-13/16 2 1-1/8 12 16d 6 10d x 1-1/2 1655 1905 2070 108516 4 2-11/16 2 1-1/8 6 10d 2 16d 695 800 870 44016 4 2-11/16 2 1-1/8 6 16d 2 16d 830 950 1035 44016 4 4-11/16 2 1-1/8 8 10d 4 16d 930 1065 1160 88516 4 4-11/16 2 1-1/8 8 16d 4 16d 1105 1270 1380 88516 4 8-3/16 2 2 14 10d 6 16d 1625 1870 2030 132516 4 8-3/16 2 2 14 16d 6 16d 1930 2220 2415 132516 6 5 2 1 8 10d 4 16d 930 1065 1160 88516 6 5 2 1 8 16d 4 16d 1105 1270 1380 88516 6 9 2 1 14 10d 6 16d 1625 1870 2030 132516 6 9 2 1 14 16d 6 16d 1930 2220 2415 1325Glulam Sizes3-1/8 x 10-1/2 - 19-1/2 HD32105 HU3.25/10.5 14 3-1/4 9-15/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 19053-1/8 x 12 - 21 HD3212 HU3.25/12 14 3-1/4 11-7/8 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 19055-1/8 x 10-1/2 - 19-1/2 HD5112 HU5.125/12 14 5-1/4 9-15/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 19055-1/8 x 14-1/2 - 21 HD51135 HU5.125/13.5 14 5-1/4 12-15/16 2-1/2 1-1/8 26 16d 12 10d 3665 4215 4570 22851) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) 16d sinkers may be used at 0.84 of the table load where 16d commons are specified.5) NAILS: red font.Dimensions (in) Fastener Schedule 2,3,4,5 Allowable Loads (Lbs.)Header Joist DF-L / SPCodeRef.5, F20,R55, F30,R55,F30,R55,F30,R55,F20,R55,F30,R5AH© Copyright 2013 USP Structural Connectors ®1001-800-328-5934 • www.USPconnectors.comWD

BEAM & PURLIN HANGERS – KB & KLB SERIESWith a top mount design and heavy steel fabrication the KBand KLB hangers can cover medium-to-heavy beam and purlinapplications. The top mount design offers high loads with lessnailing than comparable face mount hangers.TFKLB – 14 gauge.KB – 12 gauge.H© Copyright 2013 USP Structural Connectors ®Materials: See chartFinish: G90 galvanizingInstallation:• Use all specified fasteners. See Product Notes, page 11.• NA20D nails are included with hangers where applicable.• For welded installations, see page 212.• KB models are not recommended for use with LVL, PSL,or LSL members.WKBKLBDHEAVY-DUTY TOP MOUNT HANGERS – HDO SERIESPrimarily used to hang joists or headers in medium loadconditions. These hangers provide higher load values with lessnailing.1 1/4˝TFMaterials: 12 gaugeFinish: G90 galvanizingOptions: All nominal lumber sizes are available for rough/fullsize lumber. See Specialty Options Chart.Codes: ESR-3444, FL13285, L.A. City RR 25749Installation:• Use all specified fasteners. See Product Notes, page 11.• Check top flange dimensions to ensure compatibility withheader widths.• Do not use for welded or nailer applications.Reference Specialty Options chart below forhanger options.HDWHDO28-2Specialty Options Chart – refer to Specialty Optionspages 208 and 210 for additional details.Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Inverted FlangeRangeSee Sloped Seat andSkewedNot available inTypical HDO410IFinverted flange installationAllowableLoadsOrdering100% of table load.75% of uplift loadon skews greaterAdd SK, angle required,and right (R) or left (L),to product number.Ex. HDO210-SK45R100% of table loadAdd SL, slope required,and up (U) or down (D),to product number.Ex. HDO210-SL30D80% of table load.75% of uplift loadon skews greaterSee Sloped Seat andSkewed.Ex. HDO210-SK45RSL30D100% of table load.65% of table load whennailing into the supportmembers end grain.Add IFto product number.Ex. HDO610IFHangers1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange.2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.3) All sloped, skewed, or combinations require bevel cut on joist in all applications and web stiffeners with I-joists.Typical HDO skewedoption installation1-800-328-5934 • www.USPconnectors.com101USP2241-131

WELDED TOP FLANGE HANGERS – KHW, SW, & SWH SERIESSW – Light-duty hanger.SWH – Medium-duty hanger.KHW – Heavy-duty hanger installs with NA20D nails for higherload capacities.Materials: SW top flange - 12 gauge;stirrup - 12 gauge;SWH top flange - 7 gauge;stirrup - 12 gauge;KHW top flange - 3 gauge;stirrup - 10 gauge.Finish: USP primerOptions: All nominal lumber sizes are availablefor rough/full size lumber.See Specialty Options below.Codes: ESR-3444, FL820, L.A. City RR 25749Installation:• Use all specified fasteners. See Product Notes, page 11.• NA20D nails are supplied with KHW hangers.• For welded installations see page 212.• KHW models are not recommended for use with LVL, PSL,or LSL members.Nailer Installation Chart – chart represents maximum allowableloads for hangers used on wood nailers. Reference page 122.TFTypical SW210installationWLSW210DHTypical KHW46installationLKHW46LDH2 1 /2˝© Copyright 2013 USP Structural Connectors ®USPStock No.NailerSizeFastener Schedule 1,3Allowable Loads (Lbs.) 2Header Joist DF-L / SP S-P-FSW 2X (2) 10d x 1-1/2 (2) 10d x 1-1/2 1635 11152X (2) 10d x 1-1/2 (2) 10d 2600 1770SWH3X (2) 16d x 2-1/2 (2) 10d 3350 2280KHW 3X (4) 16d x 2-1/2 (2) 10d 5180 35253) NAILS:Specialty Options Chart – refer to Specialty Options pages 208, 210 - 211 for additional details.2 1 /2˝HDWSWH410Option Skewed 1 Sloped Seat 2 Sloped / Skewed 1,2 Sloped Top Flange 3 Top Flange OffsetSaddle RidgeRange See Sloped Seatand Skewed0° to 35°-- ---- --AllowableLoads100% of table load100% of table load 100% of table loadtable loads usingstraight-line interpolationHanger Width% of table load:60%75%100% of table loadper side100% of table loadOrderingAdd SK, angle required,and right (R) or left (L),to product number.Add SL, slope required,and up (U) or down (D),to product number.Ex. SW212-SL30DSee Sloped Seatand Skewed.Ex. SW212-Add SF, angle required,and right (R) or left (L),to product number.Ex. SW212-SF30LAdd OS, andright (R) or left (L),to product number.Ex. SW212-OSLAdd SA, and saddlewidth requiredto product number.Add DA,angle requiredto product number.Ex. SW212-DA301) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange.2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.3) Sloped top flanges with greater than 15° may have additional header nails.HangersLIGHT GAUGE PURLIN HANGERS – HL SERIESThese top mount hangers are designed for supporting floor joists or 2x purlins.The top mount style allows builders to drop in joists or purlins quickly.Materials: 18 gaugeFinish: G90 galvanizingCodes: ESR-3444, FL11664, LA City RR 25749HTF102Installation:• Use all specified fasteners. See Product Notes, page 11.1-800-328-5934 • www.USPconnectors.comWHL210D

TOP MOUNT HANGER CHARTS© Copyright 2013 USP Structural Connectors ®Beam/ USPSteelQtyFloor Roof Uplift 1,2CodeJoist Size Stock No. Ref. No. Gauge W H D L TF Top Face Type Qty Type 100% 115% 125% 160% Ref.2 x 4 HDO24 HU24TF 12 1-9/16 3-7/16 2-1/4 -- -- 2-1/2 4 2 16d 2 10d x 1-1/2 2170 2170 2170 315 2, F30, R122 x 62 x 82 x 102 x 122 x 142 x 16HL26 JB26 18 1-9/16 5-3/8 1-1/2 -- -- 1-5/16 2 4 16d 2 prongs 1270 1270 1270 -- -- 2, F20, R12KLB26 LB26 14 1-9/16 5-3/8 1-1/2 -- -- 1-3/8 2 4 16d 2 10d x 1-1/2 1670 1705 1725 390 130SW26 W26 12 1-9/16 5-3/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d x 1-1/2 2315 2315 2315 -- -- 2, F14, R12HDO26 HU26TF 12 1-9/16 5-3/8 2-1/4 -- -- 2-1/2 4 6 16d 4 10d x 1-1/2 2615 2615 2615 815 2, F30, R12HL28 JB28 18 1-9/16 7-5/16 1-3/4 -- -- 1-5/16 2 4 16d 2 prongs 1590 1590 1590 -- -- 2, F20, R12KLB28 LB28 14 1-9/16 7-1/4 1-3/4 -- -- 1-3/8 2 4 16d 2 10d x 1-1/2 1905 1935 1960 390 130SW28 W28 12 1-9/16 7-1/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d x 1-1/2 2315 2315 2315 -- -- 2, F14, R12HDO28 HU28TF 12 1-9/16 7-1/8 2-1/4 -- -- 2-1/2 4 6 16d 4 10d x 1-1/2 3160 3160 3160 755 2, F30, R12HL210 JB210 18 1-9/16 9-5/16 2 -- -- 1-5/16 2 4 16d 2 prongs 1590 1590 1590 -- -- 2, F20, R12KLB210 LB210 14 1-9/16 9-1/4 2 -- -- 1-3/8 2 4 16d 2 10d x 1-1/2 2140 2170 2195 390 130SW210 W210 12 1-9/16 9-1/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d x 1-1/2 2315 2315 2315 -- -- 2, F14, R12HDO210 HU210TF 12 1-9/16 9-1/8 2-1/4 -- -- 2-1/2 4 8 16d 4 10d x 1-1/2 3300 3300 3300 725 2, F30, R12HL212 JB212 18 1-9/16 11-1/4 2-5/16 -- -- 1-5/16 2 4 16d 2 prongs 1590 1590 1590 -- -- 2, F20, R12KLB212 LB212 14 1-9/16 11-1/8 2 -- -- 1-3/8 2 4 16d 2 10d x 1-1/2 2140 2170 2195 390 130SW212 W212 12 1-9/16 11-1/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d x 1-1/2 2315 2315 2315 -- -- 2, F14, R12HDO212 HU212TF 12 1-9/16 11 2-1/4 -- -- 2-1/2 4 10 16d 6 10d x 1-1/2 2355 2355 2355 1220 2, F30, R12HL214 JB214, LB214 18 1-9/16 13-1/8 2 -- -- 2-1/2 2 6 16d 2 10d x 1-1/2 1590 1590 1590 360 2, F20, R12SW214 W214 12 1-9/16 13-1/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d x 1-1/2 2315 2315 2315 -- -- 2, F14, R12HDO214 HU214TF 12 1-9/16 13 2-1/4 -- -- 2-1/2 4 12 16d 6 10d x 1-1/2 3590 3685 3745 1050 2, F30, R12SW216 W216 12 1-9/16 15-1/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d x 1-1/2 2315 2315 2315 -- -- 2, F14, R12HDO216 HU216TF, LB216 12 1-9/16 15 2-1/4 -- -- 2-1/2 4 14 16d 8 10d x 1-1/2 3870 4000 4000 16253 x 4 HDO34 HU34TF 12 2-9/16 3-7/16 2-1/2 -- -- 2-1/2 4 4 16d 2 10d x 1-1/2 2665 2665 2665 3153 x 63 x 83 x 103 x 123 x 143 x 16SW36 W36 12 2-9/16 5-3/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d x 1-1/2 2315 2315 2315 -- -- 2, F14, R12HDO36 HU36TF 12 2-9/16 5-3/8 2-1/2 -- -- 2-1/2 4 6 16d 4 10d x 1-1/2 3010 3010 3010 815 2, F30, R12SW38 W38 12 2-9/16 7-1/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d x 1-1/2 2315 2315 2315 -- -- 2, F14, R12HDO38 B38, HU38TF 12 2-9/16 7-1/8 2-1/2 -- -- 2-1/2 4 8 16d 4 10d x 1-1/2 3605 3605 3605 755 2, F30, R12SW310 W310 12 2-9/16 9-1/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d x 1-1/2 2315 2315 2315 -- -- 2, F14, R12HDO310 B310, HU310TF 12 2-9/16 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 10d x 1-1/2 4165 4165 4165 1220 2, F30, R12SWH312 WNP312 7/12 2-9/16 11-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d x 1-1/2 3305 3305 3305 -- -- 2, F14, R12HDO312 B312, HU312TF 12 2-9/16 11 2-1/2 -- -- 2-1/2 4 12 16d 6 10d x 1-1/2 4475 4475 4475 1220 2, F30, R12SWH314 WNP314 7/12 2-9/16 13-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d x 1-1/2 3305 3305 3305 -- -- 2, F14, R12HDO314 B314, HU314TF 12 2-9/16 13 2-1/2 -- -- 2-1/2 4 14 16d 8 10d x 1-1/2 4475 4475 4475 1315 2, F30, R12SWH316 WNP316 7/12 2-9/16 15-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d x 1-1/2 3305 3305 3305 -- -- 2, F14, R12HDO316 B316, HU316TF 12 2-9/16 15 2-1/2 -- -- 2-1/2 4 16 16d 8 10d x 1-1/2 5715 5755 5755 1625(2) 2 x 4 HDO24-2 HU24-2TF 12 3-1/8 3-7/16 2-1/4 -- -- 2-1/2 4 4 16d 2 10d 2445 2445 2445 405(2) 2 x 6(2) 2 x 8(2) 2 x 10SWH26-2 WNP26-2 7/12 3-1/8 5-3/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 2, F14, R12HDO26-2HU26-2TF,HUS26-2TF12 3-1/8 5-3/8 2-1/4 -- -- 2-1/2 4 6 16d 4 10d 3050 3050 3050 815 2, F30, R12SWH28-2 WNP28-2 7/12 3-1/8 7-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 2, F14, R12HDO28-2HU28-2TF,HUS28-2TF12 3-1/8 7-1/8 2-1/4 -- -- 2-1/2 4 8 16d 4 10d 3825 3825 3825 815 2, F30, R12SWH210-2 WNP210-2 7/12 3-1/8 9-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 2, F14, R12HDO210-2HDO210-2IFHU210-2TF,HUS210-2TFHUC210-2TF,HUSC210-2TF12 3-1/8 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 10d 4565 4565 4565 122012 3-1/8 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 10d 4565 4565 4565 12201) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) HL, SW, and SWH products do not provide uplift resistance, except for the HL214.4) NAILS:New products or updated product information are designated in red font.Dimensions (in) Fastener Schedule 3,4 Allowable Loads (Lbs.)Header Joist DF-L / SPTF2, F30, R122, F30, R122, F30, R12LHWDHangerscontinued on next page1-800-328-5934 • www.USPconnectors.com103USP2241-131

TOP MOUNT HANGER CHARTS CONTINUEDBeam/Joist Size(2) 2 x 12(2) 2 x 14(2) 2 x 16USPSteelQtyFloor Roof Uplift 1,2CodeStock No. Ref. No. Gauge W H D L TF Top Face Type Qty Type 100% 115% 125% 160% Ref.SWH212-2 WNP212-2 7/12 3-1/8 11-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 2, F14, R12HDO212-2HU212-2TF,HUS212-2TF12 3-1/8 11 2-1/2 -- -- 2-1/2 4 12 16d 6 10d 5060 5370 5500 1220SWH214-2 WNP214-2 7/12 3-1/8 13-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 2, F14, R12HDO214-2HU214-2TF,HUS214-2TF12 3-1/8 13 2-1/2 -- -- 2-1/2 4 14 16d 8 10d 5385 5410 5410 1625SWH216-2 WNP216-2 7/12 3-1/8 15-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 2, F14, R12HDO216-2 HU216-2TF 12 3-1/8 15 2-1/2 -- -- 2-1/2 4 16 16d 8 10d 5715 6100 6240 16254 x 4 HDO44 HU44TF 12 3-9/16 3-7/16 2-1/4 -- -- 2-1/2 4 4 16d 2 10d 2445 2445 2445 4054 x 64 x 84 x 104 x 124 x 144 x 16SW46 W46 12 3-9/16 5-3/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d 2520 2520 2520 -- -- 2, F14, R12HDO46HU46TF,HUS46TF12 3-9/16 5-3/8 2-1/4 -- -- 2-1/2 4 6 16d 4 10d 3050 3050 3050 815KHW46 HW46 3/10 3-9/16 5-3/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- --SW48 W48 12 3-9/16 7-1/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d 2520 2520 2520 -- --HDO48HU48TF,HUS48TF12 3-9/16 7-1/8 2-1/4 -- -- 2-1/2 4 8 16d 4 10d 3825 3825 3825 815KHW48 HW48 3/10 3-9/16 7-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- --SW410 W410 12 3-9/16 9-1/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d 2520 2520 2520 -- --HDO410B410, HU410TF,HUS410TF12 3-9/16 9-1/8 2-1/4 -- -- 2-1/2 4 10 16d 6 10d 4565 4565 4565 1220SWH410 -- -- 7/12 3-9/16 9-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- --KHW410 HW410 3/10 3-9/16 9-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- --KB412 B412 12 3-9/16 11-1/8 2-3/8 -- -- 2-1/2 2 4 2 2870 2870 2870 560 130HDO412HU412TF,HUS412TF12 3-9/16 11 2-1/4 -- -- 2-1/2 4 12 16d 6 10d 5060 5370 5500 1220SWH412 WNP412 7/12 3-9/16 11-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- --KHW412 HW412 3/10 3-9/16 11-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- --HDO414B414, HHB414,HU414TF,HUI414TF,HUS414TF12 3-9/16 13 2-1/2 -- -- 2-1/2 4 14 16d 8 10d 5385 5410 5410 1625SWH414 WNP414 7/12 3-9/16 13-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- --KHW414 HW414 3/10 3-9/16 13-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- --HDO416B416, HHB416,HU416TFDimensions (in)Fastener Schedule 3,412 3-9/16 15 2-1/2 -- -- 2-1/2 4 16 16d 8 10d 5715 6100 6240 1625SWH416 WNP416 7/12 3-9/16 15-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- --KHW416 HW416 3/10 3-9/16 15-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- --(3) 2 x 10 HDO210-3 HU210-3TF 12 4-11/16 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 16d 4565 4565 4565 1430(3) 2 x 12 HDO212-3 HU212-3TF 12 4-11/16 11 2-1/2 -- -- 2-1/2 4 12 16d 6 16d 5060 5370 5500 14301) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) KHW, SW, and SWH products do not provide uplift resistance.4) KHW Glulam load values are based on 560 psi perpendicular to grain loading.5) NAILS:New products or updated product information are designated in red font.Allowable Loads (Lbs.)Header Joist DF-L / SPTFL2, F30,R122, F30,R122, F30,R122, F30,R122, F14,R122, F30,R122, F14,R122, F30,R122, F14,R122, F30,R122, F14,R122, F30,R122, F14,R122, F30,R122, F14,R122, F30,R12© Copyright 2013 USP Structural Connectors ®HWDHangers1041-800-328-5934 • www.USPconnectors.comcontinued on next page

TOP MOUNT HANGER CHARTS CONTINUED© Copyright 2013 USP Structural Connectors ®Beam/Joist SizeUSPStock No.Dimensions (in)Fastener Schedule 2,6 Allowable Loads (Lbs.) 6HeaderJoistDF-L / SPSteelQtyFloor Roof Uplift 1Ref. No. Gauge W H D L TF Top Face Type Qty Type 100% 115% 125% 160%(3) 2 x 14 HDO214-3 HU214-3TF 12 4-11/16 13 2-1/2 -- -- 2-1/2 4 14 16d 8 16d 5385 5410 5410 1710 2,(3) 2 x 16 HDO216-3 HU216-3TF 12 4-11/16 15 2-1/2 -- -- 2-1/2 4 16 16d 8 16d 5715 6100 6240 1905 F30,HDO66 HU66TF 12 5-1/2 5-3/8 2-1/2 -- -- 2-1/2 4 6 16d 4 16d 3050 3050 3050 955R126 x 6SWH66 WNP66 7/12 5-1/2 5-3/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 2, F14,KHW66 HW66 3/10 5-1/2 5-3/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- -- R12HDO68 HHB68, HU68TF 12 5-1/2 7-1/8 2-1/2 -- -- 2-1/2 4 8 16d 4 16d 3825 3825 3825 955 2, F30, R126 x 8SWH68 WNP68 7/12 5-1/2 7-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 2, F14,KHW68 HW68 3/10 5-1/2 7-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- -- R12KB610 B610 12 5-1/2 9-1/4 2-3/8 -- -- 2-1/2 2 6 2 3495 3495 3495 560 130HHB610,HDO6106 x 10HU610TF12 5-1/2 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 16d 4565 4565 4565 1430 2, F30, R12SWH610 WNP610 7/12 5-1/2 9-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 2, F14,KHW610 HW610 3/10 5-1/2 9-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- -- R12KB612 B612 12 5-1/2 11-1/8 2-3/8 -- -- 2-1/2 2 6 2 3495 3495 3495 560 1306 x 12 HDO612HHB612,HU612TF12 5-1/2 11 2-1/2 -- -- 2-1/2 4 12 16d 6 16d 5060 5370 5500 1430 2, F30, R12KHW612 HW612 3/10 5-1/2 11-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- -- 2, F14, R12B614, HHB614,HDO6146 x 14HU614TF12 5-1/2 13 2-1/2 -- -- 2-1/2 4 14 16d 8 16d 5385 5410 5410 1710 2, F30, R12KHW614 HW614 3/10 5-1/2 13-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- -- 2, F14, R12B616, HHB616,HDO6166 x 16HU616TF12 5-1/2 15 2-1/2 -- -- 2-1/2 4 16 16d 8 16d 5715 6100 6240 1905 2, F30, R12KHW616 HW616 3/10 5-1/2 15-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- --8 x 6 KHW86 HW86 3/10 7-1/2 5-3/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- --8 x 8 KHW88 HW88 3/10 7-1/2 7-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- -- 2,8 x 10 KHW810 HW810 3/10 7-1/2 9-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- -- F14,8 x 12 KHW812 HHB812, HW812 3/10 7-1/2 11-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- --R128 x 14 KHW814 HHB814, HW814 3/10 7-1/2 13-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- --8 x 16 KHW816 HHB816, HW816 3/10 7-1/2 15-1/8 2-1/2 10 2-1/2 4 -- -- 2 10d 5335 5335 5335 -- --Glulam Sizes 52-1/2 glulam KHW26 -- -- 3/10 2-11/16 specify 4 10 2-1/2 4 -- -- 2 10d x 1-1/2 5295 5295 5295 -- -- 2,3-1/8 glulam KHW3 HW3.25 3/10 3-1/4 specify 3 10 2-1/2 4 -- -- 2 10d 5295 5295 5295 -- -- F14,5-1/8 glulam KHW5 HW5.25 3/10 5-1/4 specify 2-1/2 10 2-1/2 4 -- -- 2 10d 5295 5295 5295 -- --R121) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) KHW Glulam load values are based on 560 psi perpendicular to grain loading.4) KHW, SW, and SWH products do not provide uplift resistance.5) Consult USP for additional Glulam sizes.6) NAILS:New products or updated product information are designated in red font.TFLCodeRef.HWDHangers1-800-328-5934 • www.USPconnectors.com105USP2241-131

MULTI-PURPOSE JOIST HANGER – JH20These strap-style hangers are designed to support trusses, joists,or purlins. JH models may be bent along the flange allowingbuilders to use the hangers in top mount, face mount, orcombination applications.Materials: 18 gaugeFinish: G90 galvanizingCodes: ESR-3444, FL820, L.A. City RR 25749Raiseddimple allows30º to 45˚nailingBTFHInstallation:• Use all specified fasteners. See Product Notes, page 11.• Joist nails must be driven at a 30° to 45° angle through the joistor truss into the header to achieve listed loads. Standard length“double shear” nails must be used to achieve listed loadvalues.• If installing in top mount configuration, field bend top flange overheader.• 16d sinkers (9 gauge x 3 1 /4˝) may be used where 10d commonare specified with no load reduction.WJH20DDouble shear nail designfeatures fewer nails andfaster installationDimensions (in)Fastener Schedule 2,3Allowable Loads (Lbs.)Header JoistDF-L / SPUSPSteelHeader Top Face Floor Roof Uplift 1Joist Size Stock No. Ref. No. Gauge W H D B TF Size Qty Qty Type Qty Type 100% 115% 125% 160%1-3/16 2 x 6 2 4 10d 6 10d 1900 2060 2165 12852 x 6 - 12 JH20 -- -- 18 1-9/16 10-1/16 2-1/4 5-1/81-7/16 2 x 8 2 8 10d 6 10d 2540 2765 2900 12857/16 2 x 10 2 12 10d 6 10d 2270 2565 2760 1285-- -- 2 x 12 -- -- 14 10d 6 10d 2185 2510 2730 12851) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS: red font.Uses standardlength nailsCodeRef.2, F14,R12© Copyright 2013 USP Structural Connectors ®LIGHT SLOPE HANGERS – LS SERIESA field-adjustable seat gives the LS hanger application flexibility.The LS hanger slopes from 0° to 30° down (0 to 7:12 pitch down).Materials: 18 gaugeFinish: G90 galvanizingCodes: ESR-3446, FL817, L.A. City RR 25971Installation:• Use all specified fasteners. See Product Notes, page 11.• The LS can be field adjusted to slopes from 0° to 30° down.Typical LS268installationHangersJoistSizeDimensions (in)USPSteelFloor Roof Uplift 1Stock No. Ref. No. Gauge W H Qty Type Qty Type 100% 115% 125% 160%2 x 6 - 8 LS268 -- -- 18 1-9/16 5-1/22 x 10 LS210 -- -- 18 1-9/16 7-7/8Fastener Schedule 2Header Joist7 10d x 1-1/2 7 10d x 1-1/2 785 900 980 6757 16d 7 10d x 1-1/2 960 1105 1170 6759 10d x 1-1/2 9 10d x 1-1/2 1010 1160 1260 10359 16d 9 10d x 1-1/2 1235 1370 1370 10351) Uplift loads are increased 60% for wind or seismic loads; no further increase shall be permitted.2) NAILS: red font.Allowable Loads (Lbs.)DF-L / SPCodeRef.R11WLS2683˝H1061-800-328-5934 • www.USPconnectors.com

SLOPE/SKEW HANGERS – LSSH SERIESThe LSSH series connects rafters to ridge beams in vaulted roof structures. This seriesis field adjustable to meet a variety of skew and/or slope applications. Slopes to any pitchto 45° up or down and skews up to 45° right or left.© Copyright 2013 USP Structural Connectors ®Materials: See chartFinish: G90 galvanizing; LSSH15-TZ – G-185 GalvanizingOptions: LSSH210 and LSSH31 are availablein Triple Zinc. To order, add TZ tostock number, as in LSSH210-TZ.LSSH15 and LSSH210 are availablein Stainless steel. To order, add SS tostock number, as in LSSH15-SS.2Codes: ESR-3446, FL13285,L.A. City RR 25971Installation:• Use all specified fasteners. See Product Notes, page 11.Steps:1. Position LSSH connector against plumb-cut end of joist.Fasten joist side flanges on both sides with 10d x 11/2˝ nails.Bend seat up to fit against joist bottom and drive (1) 10d x 11/2˝nail through bottom seat into rafter bottom. Drive (2) 10d x 11/2˝nails at downward angle through dimpled nailing guides.2. Lean connector and rafter end against ridge beam at desiredposition. Install 10d or 16d nails through nail holes into ridgebeam at right 90° angle. If skewing the rafter, only drive nails intoridge beam on inside flange.3. Bend flange to desired angle.4. Hammer outside flange until edge touches header. Fastenoutside flange to ridge by driving 10d or 16d nails through nailholes.• Web stiffeners are required for all wood I-Joist installations.• Designer may consider adding a tension restraint for thesupported member for roof slopes exceeding 6/12.skew to 45˚ 45° maximum3˝Slope to 45˚up or downW1 W 2W 2LSSH21013 & 4HTypical LSSH179installationW 2 W 1W 2Slope to45˚up ordownLSSH353˝HDimensions (in) Fastener Schedule 2,3 Allowable Loads (Lbs.)Header RafterDF-L / SP S-P-FUSPSteelFloor Roof Uplift 1 Floor Roof Uplift 1CodeRafter Width Stock No. Ref. No. Gauge W1 W2 H Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.SLOPED ONLY HANGERS1-1/2 LSSH15-TZLSU26, LSU26Z,LSSU28, LSSU28Z18 1-9/16 1-3/4 5-1/16 6 10d HDG 7 10d x 1-1/2 HDG 685 785 855 740 590 675 735 625 1301-1/2 LSSH210 LSSU210 18 1-9/16 1-3/4 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 1065 980 1125 1225 8951-3/4 LSSH179 LSSUI25 18 1-13/16 1-5/8 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 1065 980 1125 1225 8952 - 2-1/8 LSSH20LSSUI2.06,LSSU2.118 2-1/8 2-1/2 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 980 980 1125 1225 8252-1/4 - 2-5/16 LSSH23 LSSUI35 18 2-5/16 2-3/8 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 980 980 1125 1225 8252-1/2 LSSH25 LSSUH310 16 2-9/16 2-3/4 8-13/16 18 16d 12 10d x 1-1/2 2590 2600 2600 1195 2140 2185 2185 10052-5/8 LSSH26 -- -- 16 2-11/16 2-5/8 8-13/16 18 16d 12 10d x 1-1/2 2590 2600 2600 1195 2140 2185 2185 10053 LSSH31 LSSU210-2 16 3-1/8 3-3/4 8-13/16 18 16d 12 10d x 1-1/2 2590 2940 3175 1585 2140 2465 2680 13303-1/2 LSSH35 LSSU410 16 3-9/16 3-1/2 8-13/16 18 16d 12 10d x 1-1/2 2590 2940 3175 1585 2140 2465 2680 1330SKEWED HANGERS or SLOPED & SKEWED HANGERS1-1/2 LSSH15-TZLSU26, LSU26Z,LSSU28, LSSU28Z18 1-9/16 1-3/4 5-1/16 6 10d HDG 7 10d x 1-1/2 HDG 685 785 815 740 590 675 685 625 1301-1/2 LSSH210 LSSU210 18 1-9/16 1-3/4 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 1065 980 1125 1225 8951-3/4 LSSH179 LSSUI25 18 1-13/16 1-5/8 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 1065 980 1125 1225 8952 - 2-1/8 LSSH20LSSUI2.06,LSSU2.118 2-1/8 2-1/2 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 980 980 1125 1225 8252-1/4 - 2-5/16 LSSH23 LSSUI35 18 2-5/16 2-3/8 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 980 980 1125 1225 8252-1/2 LSSH25 LSSUH310 16 2-9/16 2-3/4 8-13/16 14 16d 12 10d x 1-1/2 1825 1825 1825 1195 1530 1530 1530 10052-5/8 LSSH26 -- -- 16 2-11/16 2-5/8 8-13/16 14 16d 12 10d x 1-1/2 1825 1825 1825 1195 1530 1530 1530 10053 LSSH31 LSSU210-2 16 3-1/8 3-3/4 8-13/16 14 16d 12 10d x 1-1/2 1920 1920 1920 1585 1615 1615 1615 13303-1/2 LSSH35 LSSU410 16 3-9/16 3-1/2 8-13/16 14 16d 12 10d x 1-1/2 1920 1920 1920 1585 1615 1615 1615 13301) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS: red font.6,F30,R116,F30,R11Hangers1-800-328-5934 • www.USPconnectors.com107USP2241-131

SKEWED 45° HANGERS – SKH & SKHH SERIESSKH – Standard 45° skew hanger allows for a 40° to 50° skew range, withouthanger modification.SKHH – For heavier applications.Materials: 14 or 16 gaugeFinish: G90 galvanizing; SKH26L/R-GC & SKH210L/R-GC – Gold CoatOptions: SKH26L/R, SKH28L/R, SKH210L/R, SKH210L/R-2, SKHH210L/R-2,SKHH210L/R-2IF, SKHH410L/R, SKHH410L/RIF, SKHH414L/RIF,SKHH46L/R & SKHH46L/RIF are available in Triple Zinc. To order,add TZ to stock number, as in SKH26L-TZ.SKH26L/R & SKH210L/R are available in Stainless Steel. To order,add SS to stock number, as in SKH26L-SS.Codes: ESR-3446, FL13285, LA City RR 25971Installation:• Use all specified fasteners. See Product Notes, page 11.• The hangers listed are for standard sizes and will accommodate a 40° to 50° skewrange.• Most sizes do not require a miter cut for installation. Refer to chart footnoteidentified with an asterisk.• Illustrations show left and right skews. (SKH_L = skewed left; SKH_R = skewed right)• For I-Joist installations, web stiffeners are required.• Refer to illustration for staggered I-Joist application for double 2˝, 25/16˝, and 21/2˝models.• For double I-Joist installations, web stiffeners between I-Joists are required.SKH26RRight skewSKH26LLeft skew© Copyright 2013 USP Structural Connectors ®Right skewDrive nailsat angleLeft skewHangersDimensions (in)Fastener Schedule 2,3USPSteelFloor Roof Uplift 1 Floor Roof Uplift 1Beam / Joist Size Stock No. Ref. No. Gauge W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%2 x 4 SKH24L/R SUR/L24 16 1-9/16 3-1/4 1-7/8 4 16d 4 10d x 1-1/2 510 510 510 565 475 510 510 4852 x 6 - 8SKH26L/R SUR/L26 6 16d 6 10d x 1-1/216 1-9/16 5-1/4 1-7/8SKH26L/R-GC -- -- 6 N16C-GC 6 N10-GC830 890 890 1085 715 820 890 9602 x 8 - 10 - 12 SKH28L/R -- -- 16 1-9/16 7-1/4 1-7/8 10 16d 8 10d x 1-1/2 1380 1465 1465 1360 1190 1370 1465 1170SUR/L210,SKH210L/R14 16d 10 10d x 1-1/22 x 10 - 12 - 14SUR/L214 16 1-9/16 9-1/4 1-7/81790 1790 1790 1565 1665 1790 1790 1345SKH210L/R-GC -- -- 14 N16C-GC 10 N10-GC1 3/4 x 9-1/4 - 14 SKH1720L/R SUR/L1.81/9 16 1-13/16 9-1/8 1-7/8 14 10d 10 10d x 1-1/2 1625 1870 2030 1565 1400 1610 1750 13451-3/4 x 11-1/4 - 18 SKH1724L/RSUR/L1.81/11,SUR/L1.81/1416 1-13/16 11-1/8 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1600 1840 2000 13452 - 2-1/8 x 9-1/4 - 14 SKH2020L/RSUR/L2.06/9,SUR/L2.1/916 2-1/8 9 1-7/8 14 10d 10 10d x 1-1/2 1625 1870 2030 1565 1400 1610 1750 13452 - 2-1/8 x 11-1/4 - 18 SKH2024L/RSUR/L2.06/11,SUR/L2.1/1116 2-1/8 11 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1600 1840 2000 13452-1/4 - 2-5/16 x9-1/4 - 14SKH2320L/R SUR/L2.37/9 16 2-3/8 8-7/8 1-7/8 14 10d 10 10d x 1-1/2 1625 1870 2030 1565 1400 1610 1750 13452-1/4 - 2-5/16 xSUR/L2.37/11,SKH2324L/R11-1/4 - 18SUR/L2.37/1416 2-3/8 10-7/8 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1600 1840 2000 13453 x 6 - 8 SKH36L/R -- -- 16 2-9/16 4-3/4 1-3/8 6 16d 6 10d x 1-1/2 830 950 1025 1085 715 820 895 9603 x 8 - 10 - 12 SKH38L/R -- -- 16 2-9/16 6-3/4 1-3/8 10 16d 8 10d x 1-1/2 1380 1585 1585 1360 1190 1370 1490 11703 x 10 - 12 - 14 SKH310L/R -- -- 16 2-9/16 8-3/4 1-3/8 14 16d 10 10d x 1-1/2 1930 2220 2250 1565 1665 1915 2085 13453 x 12 - 14 - 16 SKH312L/R -- -- 16 2-9/16 10-3/4 1-3/8 16 16d 10 10d x 1-1/2 2210 2500 2500 1565 1905 2190 2380 13452-1/2 x 9-1/4 - 14 SKH2520L/R SUR/L2.56/9 16 2-9/16 8-5/8 1-7/8 14 10d 10 10d x 1-1/2 1625 1870 2030 1565 1400 1610 1750 13452-1/2 x 11-1/4 - 16 SKH2524L/RSUR/L2.56/11,SUR/L2.56/1416 2-9/16 10-3/4 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1600 1840 2000 13452-5/8 x 9-1/4 - 14 SKH2620L/R -- -- 16 2-11/16 8-11/16 1-7/8 14 10d 10 10d x 1-1/2 1625 1870 2030 1565 1400 1610 1750 13452-5/8 x 11-1/4 - 16 SKH2624L/R -- -- 16 2-11/16 10-11/16 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1600 1840 2000 13451) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted.3) NAILS: red font.HeaderJoistDF-L / SPAllowable Loads (Lbs.)S-P-FCodeRef.6,F30,R11continued on next page1081-800-328-5934 Dimensions (in)• www.USPconnectors.comFastener ScheduleAllowable Loads (Lbs.)USPStock No.SteelGaugeCode

© Copyright 2013 USP Structural Connectors ®SKEWED 45° HANGERS – SKH & SKHH SERIES CONTINUEDHeader Joist DF-L / SPS-P-FUSPSteelCodeBeam / Joist Size Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%2 x 6 - 816 1-9/16 5-1/4 1-7/8830 890 890 1085 715 820 890 960HSKH210L/R H14 16d 10 10d x 1-1/22 x 10 - 12 - 1416 1-9/16 9-1/4 1-7/81790 1790 1790 1565 1665 1790 1790 13451-3/4 x 11-1/4 - 18 SKH1724L/R 16 1-13/16 11-1/8 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1600 1840 2000 1345D2 - 2-1/8Wx 9-1/4 - 14 SKH2020L/RWD16 2-1/8 9 1-7/8 14 10d 10 10d x 1-1/2 1625 1870 2030 1565 1400 1610 1750 13456,2 - 2-1/8 x 11-1/4 - 18 SKH2024L/R 16 2-1/8 11 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1600 1840 2000 1345SKH210LSKHH210LTypical SKH26LTypical SKH2520R-2 F30,R11SKH2320L/R SUR/L2.37/9 16 2-3/8 8-7/8 1-7/8 14 installation10d 10 10d x 1-1/2 1625staggered 1870 2030 1565I-Joist 1400 1610 installation1750 1345Left skewRight skewSKH2324L/R 16 2-3/8 10-7/8 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1600 1840 2000 1345H2-1/2 x 11-1/4 - 16 SKH2524L/R 16 2-9/16H10-3/4 1-7/8 16 10d 10 10d x 1-1/2 1855 2135H2320 1565 1600 1840 2000 1345DDWW DWSKH210R SKHH210L-2 SKH2520R-2(2) 2 x 6 - 8 SKH26L/R-2 * SUR/L26-2 16 3-1/16 4-1/2 1-3/8 6 16d 6 10d 830 950 1035 1115 715 820 895 960(2) 2 x 8 - 10 - 12 SKH28L/R-2 * -- -- 16 3-1/16 6-1/2 1-3/8 10 16d 8 10d 1380 1585 1725 1360 1190 1370 1490 1170(2) 2 x 10 - 12 - 14 SKH210L/R-2 * SUR/L210-2 16 3-1/16 8-1/2 1-3/8 14 16d 10 10d 1930 2220 2415 1565 1665 1915 2085 1345(2) 2 x 12 - 14 - 16 SKH212L/R-2 * SUR/L214-2 16 3-1/16 10-1/2 1-3/8 16 16d 10 10d 2210 2540 2760 1565 1905 2190 2380 1345 1303-1/2 x 8 - 14 SKH410L/R * SUR/L410 14 3-9/16 8-1/2 2-1/2 16 16d 10 16d 2255 2540 2540 1565 1935 2225 2420 13453-1/2 x 12 - 18 SKH414L/R * SUR/L414 14 3-9/16 12-1/2 2-1/2 22 16d 10 16d 3100 3565 3880 1565 2660 3060 3330 13454 x 6 - 8 SKH46L/R * SUR/L46 14 3-9/16 4-3/4 2-1/2 10 16d 6 16d 1410 1590 1590 1355 1210 1390 1515 11604 x 10 - 12 - 14 SKH410L/R * SUR/L410 14 3-9/16 8-1/2 2-1/2 16 16d 10 16d 2255 2540 2540 1565 1935 2225 2420 13454 x 14 - 16 - 18 SKH414L/R * SUR/L414 14 3-9/16 12-1/2 2-1/2 22 16d 10 16d 3100 3565 3880 1565 2660 3060 3330 1345(2) 2 - 2-1/8 xHSUR/L4.12/9,SKH2020L/R-2 *9-1/4 - 14HSUR/L4.28/914 4-3/16 9-1/4 3-1/2 14 10d 10 10d 1665 1915 2085 1905 1440 1660 1805 1645(2) 2 - 2-1/8 x11-1/4 - 18SKH2024L/R-2 *HSUR/L4.12/11,HSUR/L4.12/14,HSUR/L4.12/16,HSUR/L4.28/1114 4-3/16 11-1/4 3-1/2 16 10d 10 10d 1905 2190 2380 1905 1650 1895 2060 1645(2) 2-5/16 x 9-1/4 - 14 SKH2320L/R-2 * HSUR/L4.75/9 14 4-7/8 9-1/4 3-1/2 14 10d 10 10d 1665 1915 2085 1905 1440 1660 1805 1645HSUR/L4.75/11,(2) 2-5/16 xSKH2324L/R-2 * HSUR/L4.75/14,11-1/4 - 18HSUR/L4.75/1614 4-7/8 11-1/4 3-1/2 16 10d 10 10d 1905 2190 2380 1905 1650 1895 2060 1645(2) 2-1/2 x 9-1/4 - 14 SKH2520L/R-2 * HSUR/L5.12/9 14 5-1/8 9-1/4 3-1/2 14 10d 10 10d 1665 1915 2085 1905 1440 1660 1805 1645HSUR/L5.12/11,(2) 2-1/2 x 11-1/4 - 16 SKH2524L/R-2 * HSUR/L5.12/14, 14 5-1/8 11-1/4 3-1/2 16 10d 10 10d 1905 2190 2380 1905 1650 1895 2060 1645HSUR/L5.12/162 x 6 - 8 SKHH26L/R -- -- 14 1-5/8 5-1/8 3-1/4 18 16d 12 10d x 1-1/2 1510 1740 1890 2190 1305 1505 1635 19002 x 8 - 10 - 12 SKHH28L/R -- -- 14 1-5/8 7 3-1/4 26 16d 16 10d x 1-1/2 2185 2510 2730 2920 1890 2170 2360 25352 x 10 - 12 - 14 SKHH210L/R -- -- 14 1-5/8 9 4-1/4 34 16d 20 10d x 1-1/2 2855 3285 3570 3650 2470 2840 3085 3170(2) 2 x 6 - 8SKHH26L/R-2 HSUR/L26-2 14 3-1/16 5-1/4 2 12 16d 4 16d x 2-1/2 1680 1930 2100 895 1450 1670 1815 775SKHH26L/R-2IF HSUR/LC26-2 14 3-1/16 5-1/4 2 12 16d 4 16d x 2-1/2 1680 1930 2100 895 1450 1670 1815 775HSUR/L210-2,SKHH210L/R-2(2) 2 x 10 - 12 - 14HSUR/L214-214 3-1/16 8-1/2 2 20 16d 6 16d x 2-1/2 2800 3220 3500 1345 2420 2785 3025 1160SKHH210L/R-2IF HSUR/LC210-2 14 3-1/16 8-1/2 2 20 16d 6 16d x 2-1/2 2800 3220 3500 1345 2420 2785 3025 11604 x 6 - 84 x 10 - 12 - 144 x 14 - 16 - 18SKHH46L/RSKHH410L/RSKHH414L/RHSUR/L46HSUR/L410HSUR/L4141414143-9/163-9/163-9/165-1/48-1/212-1/22-1/22-1/22-1/212202616d16d16d6101016d16d16d168028003640193032204185210035004550134522402240145024203145167027853620181530253935116019351935SKHH46L/RIFSKHH410L/RIFSKHH414L/RIFHSUR/LC46HSUR/LC410HSUR/LC4141414143-9/163-9/163-9/165-1/48-1/212-1/22-1/22-1/22-1/212202616d16d16d6101016d16d16d1680280036401930322041852100350045501345224022401450242031451670278536201815302539351160193519351) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted.3) NAILS: red font.1-800-328-5934 • www.USPconnectors.com109USP2241-131HeaderJoistDF-L / SPAllowable Loads (Lbs.)USPSteelFloor Roof Uplift 1 Floor Roof Uplift 1CodeBeam / Joist Size Stock No. Ref. No. Gauge W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.S-P-F6,F30,R116,F30,R11130Hangers

PANEL HANGERS – KF & PHG SERIESKF – Fastens to joist ends quickly with nails.PHG – Features a gripper design to hold the joist in place without nailing during the assembly process.Materials: 18 gaugeFinish: G90 galvanizingCodes: ESR-3444, FL11664,L.A. City RR 25749Installation:• Use all specified fasteners. See Product Notes, page 11.• In panelized construction, installers are allowed to nailthrough both the sheathing and the hanger top flange with (1)10d nail. The nail should be centered in the top flange and beno closer than 1/4˝ from the back or front edge of the topflange.• Use locator window to center hanger on purlin center line.• KF & PHG – These hangers do not provide upliftresistance.Materials: 20 gaugeFinish: G90 galvanizingCodes: ESR-3444, FL817, L.A. City RR 25749Options: JPF24 and JPF26 are availablein Triple Zinc. To order, add TZ tostock number, as in JPF24-TZ.LocatorwindowsAllowableLoads (Lbs.) 1DF-L / SPJoist USPSteelSize Stock No. Ref. No. Gaug W H D TF 5 Qty Type Qty Type 125%2 x 4 PHG24 HF24N 18 1-9/16 3-1/2 1-3/16 1-1/16 2 8d -- -- -- -- 5802 x 6 PHG26 HF26N 18 1-9/16 5-3/8 1 1-1/16 2 10d -- -- -- -- 6503 x 4 PHG34 HF34N 18 2-9/16 3-1/2 1 1-1/8 2 10d -- -- -- -- 6503 x 6 PHG36 HF36N 18 2-9/16 5-3/8 1 1-1/8 2 10d -- -- -- -- 650(2) 2 x 4 PHG24-2 F24-2 18 3-1/8 3-1/2 1 1-1/8 2 10d -- -- -- -- 650(2) 2 x 6 PHG26-2 F26-2 18 3-1/8 5-3/8 1 1-1/8 2 10d -- -- -- -- 6504 x 4 KF44 F44 18 3-9/16 3-3/8 1 1-1/8 2 10d 1 10d x 1-1/2 6954 x 6 KF46 F46 18 3-9/16 5-3/8 1 1-1/8 2 10d 1 10d x 1-1/2 8101) Loads listed are per side.Dimensions (in)Fastener Schedule 2,3Header JoistPURLIN HANGERS – JPF SERIESTypical KFinstallationWCodeRef.R12KFTypical JPF24installationDHTFLocatorwindowsTypical PHG26installationWPHG26(2) 2 x 4 PHG24-2 F24-2 18 3-1/8 3-1/2 1 1-1/8 2 10d -- --(2) 2 x 6 PHG26-2 F26-2 18 3-1/8 5-3/8 1 1-1/8 2 10d -- --4 x 4 KF44 F44 18 3-9/16 3-3/8 1 1-1/8 2 10d 1 10d4 x 6 KF46 F46 18 3-9/16 5-3/8 1 1-1/8 2 10d 1 10d1) Loads listed are per side.3) NAILS:DHTFTypical JPF24back-to-back installation© Copyright 2013 USP Structural Connectors ®HangersInstallation:• Use all specified fasteners. See Product Notes,page 11.• Diamond holes allow optional header nailing.• Joist nails must be driven at a 30° to 45° angle throughthe purlin into the header to achieve listed loads.Standard length “double shear” nails must be usedto achieve listed load values.• 16d sinkers (9 gauge x 31/4˝) may be used where 10dcommons are specified with no load reduction.110Raiseddimple allows30º to 45˚nailingDimensions (in) Fastener Schedule 3,4 Allowable Loads (Lbs.)Header 2 JoistDF-L / SPS-P-FTop Face Floor Roof Uplift 1 Floor RoofPurlin USPSteelUplift 1CodeSize Stock No. Ref. No. Gauge W H TF Qty Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.2 -- -- 10d 2 10d 1070 1070 1070 315 800 800 800 235 JPF24 PF24 20 1-9/16 3-3/8 1-1/162,2 2 10d 2 10d 1275 1275 1275 470 950 950 950 350F12,2 -- -- 10d 2 10d 1070 1070 1070 315 800 800 800 235 JPF26 PF26 20 1-9/16 5-3/8 1-1/16R122 2 10d 2 10d 1275 1275 1275 470 950 950 950 3501) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted.2) JPF cannot be used back to back on a single ply header when optional nailing is used.4) NAILS:New products or updated product information are designated in red font.1-800-328-5934 • www.USPconnectors.comHW 1 1/2˝JPF24TFDouble shear naildesign featuresfewer nails andfaster installationUses standardlength nails

PURLIN HANGERS – JDS SERIES© Copyright 2013 USP Structural Connectors ®Materials: 18 gaugeFinish: G90 galvanizingCodes: ER-0201, FL15143Installation:• Use all specified fasteners. See Product Notes,page 11.• Joist nails must be driven at a 30° to 45° anglethrough the purlin into the header to achieve listedloads. Standard length “double shear” nailsmust be used to achieve listed load values.Typical JDS24Sinstallation1 3 /4˝HeaderJDS26-175installationTop opening ofstarburst prongprovides awitness holeTypical JDS26installationJDS26-175HTFWJDS24SHJDS26(JDS24 similar)TFRaised dimpleWallows 30˚ to45˚ nailingStarburst prongfor temporaryattachment totrussRaised dimpleallows 30˚ to45˚ nailingPurlinSize2 x 42 x 62 x 4saddle2 x 6saddleDimensions (in)Fastener Schedule 2,3Allowable Loads (Lbs.)Header Each PurlinDF-L / SPTop Face Floor Roof Uplift 1USPSteelStock No. Ref. No. Gauge W H TF Qty Qty Type Qty Type 100% 115% 125% 160%JDS24S Min 1 2 10d x 1-1/2 2 10d x 1-1/2 480 480 480 180PF24A 18 1-9/16 3-1/2 3/4JDS24S Max 2 -- -- 10d x 1-1/2 2 10d 575 575 575 340JDS26S Min 1 2 10d x 1-1/2 4 10d x 1-1/2 550 550 550 300PF26A 18 1-9/16 5-1/2 3/4JDS26S Max 2 -- -- 10d x 1-1/2 4 10d 775 830 835 390JDS24 Min 2 4 10d x 1-1/2 2 10d x 1-1/2 960 960 960 360PFD24 18 1-9/16 3-1/2 1-9/16JDS24 Max 4 -- -- 10d x 1-1/2 2 10d 1155 1155 1155 680JDS26-175 -- -- 18 1-9/16 5-7/16 1-3/4 2 4 10d x 1-1/2 4 10d x 1-1/2 1105 1105 1105 595JDS26 Min 2 4 10d x 1-1/2 4 10d x 1-1/2 1105 1105 1105 595PFD26 18 1-9/16 5-1/2 1-9/16JDS26 Max 4 -- -- 10d x 1-1/2 4 10d 1575 1670 1670 7751) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted.3) NAILS:CodeRef.F32Double shear naildesign featuresfewer nails andfaster installationUses standardlength nailsPANEL HANGERS - FHD26FHD – Straddles the header and receives a joist from both sides.Materials: 18 gaugeFinish: G90 galvanizingInstallation:• Use all specified fasteners. See Product Notes, page 11.• In panelized construction, installers are allowed to nail throughboth the sheathing and the hanger top flange with (1) 10d nail.The nail should be centered in the top flange and be no closerthan 1/4˝ from the back or front edge of the top flange.W3 3/4˝ TFHDFHDDimensions (in)Fastener Schedule 3,5 Allowable Loads (Lbs.) 1HeaderJoistDF-L / SPTop FaceJoist USPSteelUplift 2CodeSize Stock No. Ref. No. Gauge W H D TF 4 Qty Type Qty Type Qty Type 125% 160% Ref.2 x 6 FHD26 -- -- 18 1-9/16 5-3/8 1-1/2 specify 2 16d 2 16d 2 10d x 1-1/2 960 175 1301) Loads listed are per side.2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) Minimum nail embedment shall be 1-5/8" for 16d nails.4) "Specify" denotes the required top flange width that must be specified at the time of ordering.5) NAILS:10d x 1-1/2 nails may be substituted for 16d header nails with a maximum load of 960 lbs.1-800-328-5934 • www.USPconnectors.com111USP2241-131Hangers

UNDERSADDLE HANGERS – TUS & DTUS SERIESTUS – For a single ply purlin.DTUS – For a single ply purlin with a 2-ply saddle dimension.Materials: 20 gaugeFinish: G90 galvanizingPatents: PendingNEWUpliftInstallation:• Use all specified fasteners. See Product Notes, page 11.• Attachs with standard 11/2˝ joist hanger nails that can beinstalled with a positive placement nail gun or behand driven.• Other 1-1/2˝ fasteners with a shear value equal or greaterthan a 10d nail may be used.F2Typical TUS24installation© Copyright 2013 USP Structural Connectors ®F2Typical DTUS24installationBottomViewHHWTUS24SW3¼"DTUS24WHWTUS24WHangers112JoistSize2 x 4 - 62 x 4 - 6SaddleDimensions (in)Fastener Schedule 2,3Allowable Loads (Lbs.) 1HeaderJoistDF-L / SPUSPSteelQtyQtyUplift 1 F2CodeStock No. Ref. No. Gauge W H Face Bottom Type Face Bottom Type 100% 115% 125% 160% 160% Ref.8d x 1-1/2 8d x 1-1/2 480 545 590 505 205TUS24S -- -- 20 1-9/16 3 4 1 10d x 1-1/2 4 1 10d x 1-1/2 570 620 620 505 205LL915 LL915 570 620 620 505 2058d x 1-1/2 8d x 1-1/2 480 545 590 505 645TUS24 -- -- 20 1-9/16 3 4 1 10d x 1-1/2 4 1 10d x 1-1/2 570 620 620 505 645 130LL915 LL915 570 620 620 505 6458d x 1-1/2 8d x 1-1/2 480 545 590 505 645DTUS24 -- -- 20 1-9/16 3 4 1 10d x 1-1/2 4 1 10d x 1-1/2 570 620 620 505 645LL915 LL915 570 620 620 505 6451) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS: red font.1-800-328-5934 • www.USPconnectors.com

HEAVY-DUTY WELDED UNIVERSAL HANGERS – HWUH SERIESVersatile heavy-duty top flange hanger attaches to bothwood and masonry. Unique design allows builders to useone style hanger on the job when the structure has avariety of support materials.© Copyright 2013 USP Structural Connectors ®Materials: Top Flange – 1/4˝ steel; Stirrup – 7 gaugeFinish: USP primerOptions: See Specialty Options Chart on page 114.Codes: 2031CInstallation:• Use all specified fasteners. See Product Notes, page 11.• NA21 nails are included with hangers where specified.• NA21 nails are not recommended for use with LVL,PSL, or LSL headers.• Masonry design load values apply to both solid concretetie beams and grout-filled CMU walls.• Alternate installation – Use (2) 1/2˝ x 4˝ PowersFasteners Wedge-Bolts ® or equal for loads up to 2,400 lbs.when attaching to CMU. Loads shall not exceed table loads.3 1/2˝ 3 1/2˝WHWUH41010˝wood-to-wood installationTypical HWUH410H3 1/2˝Typical HWUH410wood-to-masonry installationBeam/Joist Size2 x 8 -- --2 x 10USPStock No.2 x 4 - 6 -- -- 1-5/82 x 12 -- --2 x 14 -- --2 x 16 -- --3 x 6 -- --3 x 8 -- --3 x 10 -- --3 x 12 -- --3 x 14 -- --3 x 16 -- --(2) 2 x 6 -- --(2) 2 x 8 -- --(2) 2 x 10 -- --(2) 2 x 12 -- --(2) 2 x 14 -- --(2) 2 x 16 -- --Dimensions (in)Fastener Schedule 2,3HeaderJoistAllowable Loads (Lbs.)DF-L / SPFloor Roof Uplift 1Ref. No. W H Qty Type Qty Type 100% 115% 125% 160%-- --1-5/81-5/81-5/81-5/81-5/82-5/82-5/82-5/82-5/82-5/82-5/83-1/83-1/83-1/83-1/83-1/83-1/85-3/87-1/89-1/81113165-3/87-1/89-1/81113165-3/87-1/89-1/811131666666666666666666610d10d10d10d10d10d10d10d10d10d10d10d10d10d10d10d10d10d44444444444444444410d x 1-1/210d x 1-1/210d x 1-1/210d x 1-1/210d x 1-1/210d x 1-1/210d10d10d10d10d10d10d10d10d10d10d10d2265226522652265226522653800380038003800380038003800380038003800380038002265226522652265226522653800380038003800380038003800380038003800380038002265226522652265226522653800380038003800380038003800380038003800380038009309309309309309301035103510351035103510351035103510351035103510352222222222222222221/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt44444444444444444410d x 1-1/210d x 1-1/210d x 1-1/210d x 1-1/210d x 1-1/210d x 1-1/210d10d10d10d10d10d10d10d10d10d10d10d226522652265226522652265380038003800380038003800380038003800380038003800226522652265226522652265380038003800380038003800380038003800380038003800226522652265226522652265380038003800380038003800380038003800380038003800930930930930930930103510351035103510351035103510351035103510351035CodeRef.L1HangersBeam/USPcontinued on next page1-800-328-5934 • www.USPconnectors.comFloor113CodeUSP2241-131W H Qty Type Qty Type 100% 115% 125% 160%

(2) 2 x 14 -- --(2) 2 x 16 -- --3-1/83-1/813HEAVY-DUTY WELDED UNIVERSAL HANGERS – HWUH SERIES CONT.16Dimensions (in)Fastener Schedule 2,3HeaderFloor Roof Uplift 11) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS:JoistAllowable Loads (Lbs.)DF-L / SPBeam/ USPJoist Size Stock No. Ref. No. W H Qty Type Qty Type 100% 115% 125% 160%4 x 64 x 84 x 104 x 124 x 144 x 166 x 66 x 86 x 106 x 126 x 146 x 168 x 68 x 88 x 108 x 128 x 148 x 16-- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --3-9/163-9/163-9/163-9/163-9/163-9/165-1/25-1/25-1/25-1/25-1/25-1/27-1/27-1/27-1/27-1/27-1/27-1/25-3/87-1/89-1/81113165-3/87-1/89-1/81113165-3/87-1/89-1/8111316666666666666666666NA21NA21NA21NA21NA21NA21NA21NA21NA21NA21NA21NA21NA21NA21NA21NA21NA21NA2144444444444444444410d10d10d10d10d10d10d10d10d10d10d10d10d10d10d10d10d10d5165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551651035103510351035103510351035103510351035103510351035103510351035103510352222222222222222221/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt1/2 x 6 Emb. J-Bolt44444444444444444410d10d10d10d10d10d10d10d10d10d10d10d10d10d10d10d10d10d516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165516551655165103510351035103510351035103510351035103510351035103510351035103510351035CodeRef.L1© Copyright 2013 USP Structural Connectors ®Specialty Options Chart – refer to Specialty Options pages 208, 210-211 for additional details.HangersOption Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Top Flange OffsetSaddleRange % of tableHanger Widthload:Allowable LoadsOrderingSK, (R) (L),SL, (U) (D),OS, (R) (L),SA, 1141-800-328-5934 • www.USPconnectors.com

MASONRY HANGERS – MPH SERIESThese hangers are designed to support standard lumber joists,I-Joists, or beams. Easy installation into concrete block walls makes theMPH an attractive alternative to fabricating seats in masonry (orattaching ledgers) to support joists or beams.Install with (2) 16dduplex nails ingrouted cells© Copyright 2013 USP Structural Connectors ®Materials: 12 gaugeFinish: USP primerOptions: All nominal lumber sizes are available forrough/full size lumber. See Specialty OptionsChart on page 116.Codes: ESR-3447, FL13285, L.A. City RR 25972Installation:• Use all specified fasteners. See Product Notes, page 11.• 16d duplex nails are not supplied with MPH hangers.• Place hanger into position on top of concrete block. Install (2) 16dduplex nails (8 gauge or 0.162˝ dia. x 31⁄2˝ double head) through thetop flange nail holes. Then continue laying the next course of block.• A minimum of one course shall be laid over hanger top flange and onecourse below hanger top flange. Courses adjacent to the top flangeshall be subsequently grouted.• These products do not provide uplift resistance.Install with (2) 16dduplex nails ingrouted cellsLTypical MPHsingle ply installation3 3 /4˝HW2 1 /2˝Typical MPHdouble ply installationMPHDimensions (in) Fastener Schedule 2,3 Allowable Loads (Lbs.) 1Masonry JoistDF-L / SPBeam/ USPSteelFloor RoofJoist Size Stock No. Ref. No. Gauge W H L Qty Type Qty Type 100% 115% 125%2 x 10 MPH210 WM210 12 1-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 26452 x 12 MPH212 WM212 12 1-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 26452 x 14 MPH214 WM214 12 1-9/16 13-1/8 7 2 16d duplex 2 10d x 1-1/2 2585 2620 26452 x 16 MPH216 WM216 12 1-9/16 15-1/8 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645(2) 2 x 10 MPH210-2 WM210-2 12 3-1/8 9-1/4 7 2 16d duplex 2 10d 4280 4280 4280(2) 2 x 12 MPH212-2 WM212-2 12 3-1/8 11-1/4 7 2 16d duplex 2 10d 4280 4280 4280(2) 2 x 14 MPH214-2 WM214-2 12 3-1/8 13-1/8 7 2 16d duplex 2 10d 4280 4280 4280(2) 2 x 16 MPH216-2 WM216-2 12 3-1/8 15-1/8 7 2 16d duplex 2 10d 4280 4280 42803 x 10 MPH310 WM310 12 2-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 3240 3240 32403 x 12 MPH312 WM312 12 2-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 3240 3240 32403 x 14 MPH314 WM314 12 2-9/16 13-1/8 7 2 16d duplex 2 10d x 1-1/2 3240 3240 32403 x 16 MPH316 WM316 12 2-9/16 15-1/8 7 2 16d duplex 2 10d x 1-1/2 3240 3240 32404 x 10 MPH410 WM410 12 3-9/16 9-1/4 7 2 16d duplex 2 10d 4280 4280 42804 x 12 MPH412 WM412 12 3-9/16 11-1/4 7 2 16d duplex 2 10d 4280 4280 42804 x 14 MPH414 WM414 12 3-9/16 13-1/8 7 2 16d duplex 2 10d 4280 4280 42804 x 16 MPH416 WM416 12 3-9/16 15-1/8 7 2 16d duplex 2 10d 4280 4280 42806 x 10 MPH610 WM610 12 5-9/16 9-1/4 7 2 16d duplex 2 10d 4280 4280 42801) Masonry compressive strength shall be minimum 1500 psi.3) NAILS: red font.CodeRef.R10HangersBeam/ USP SteelRef. No.Fastener Schedule Allowable Loads (Lbs.)continued on next pageFloorCode1-800-328-5934 3W• www.USPconnectors.com115USP2241-131

MASONRY HANGERS – MPH SERIES CONTINUEDGlulam sizesDimensions (in) Fastener Schedule 2,4 Allowable Loads (Lbs.) 1Masonry JoistDF-L / SPBeam/ USPSteelFloor RoofJoist Size Stock No. Ref. No. Gauge W H 3 L Qty Type Qty Type 100% 115% 125%3-1/8 x glulam MPH325 -- -- 12 3-1/4 7 2 16d duplex 2 10d 4280 4280 42805-1/8 x glulam MPH525 -- -- 12 5-1/4 7 2 16d duplex 2 10d 4280 4280 42801) Masonry compressive strength shall be minimum 1500 psi. 4) NAILS: red font.Option Skewed 1 Sloped Seat 2 Sloped / Skewed 1,2 Top Flange OffsetRange Hanger Width % of table load:Allowable Loads OrderingSK, (R) (L),SL, (U) (D),OS, (R) (L),CodeRef.R10Specialty Options Chart – refer to Specialty Options pages 208, 210-211 for additional details.© Copyright 2013 USP Structural Connectors ®UNIVERSAL MASONRY HANGERS – UMH SERIESA versatile solution for hanging beams from masonry walls.Face mount design allows hanger to be used with beamheights from 16˝ to 24˝. Available in a variety of widthsfor solid sawn, glulam, or engineered lumber beams.Materials: 1/4˝ steelFinish: USP primerCodes: Dade County, FL 10-0907.18, FL5631Installation:• Use all specified fasteners. See Product Notes, page 11.• Fully grouted and reinforced concrete block or cast-in-placeconcrete with a minimum of (1) #5 rebar continuous tofooting with standard hook at bolt locations.• Minimum joist bearing length is 31/2˝.5 1 /4˝ Min.edge distance2 3 /4˝ bolts.(see footnote 2)Bond beam with(1) #5 rebar continuousTypical UMHinstallation3 1 /2˝ Min.joist bearingHangersFastener ScheduleDF-L / SP Allowable Loads (Lbs.)Header 2,3 Joist 4,5 Masonry - 2500 psi Cast in Place Concrete - 3000 psiUSPSteel W BoltFloor Roof Uplift 1 Floor Roof Uplift 1Stock No. Ref. No. Gauge (in) Qty Dia. Qty Type 100% 115% 125% 160% 100% 115% 125% 160%UMH358MBHU3.56/16KT,MBHU3.56/18KT3-5/8UMH458 -- -- 4-5/8UMH538 -- -- 3 5-3/8 2 3/4 16 16d 3550 3550 3550 3550 6380 6380 6380 4815UMH558MBHU5.50/16KT,MBHU5.50/18KT5-5/8UMH718 -- -- 7-1/81) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.Bolts shall be installed in masonry with grouted cells in accordance with manufacturer's installation specifications.3) Bolts must conform to ASTM A 307 or better.5) NAILS:CodeRef.F25,D15˝UMH15 1/2˝W1161-800-328-5934 • www.USPconnectors.com

NARROW FLANGE MASONRY HANGERS – NFM SERIESNFM – Standard design.NFM_U – High uplift design.Materials: See chartFinish: USP primerCodes: FL578, Dade County, FL 11-0908.07© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes, page 11.• Designed for both concrete walls and grout-filled reinforced CMU walls.Steel Gauge Dimensions (in) Fastener ScheduleAllowable Loads (Lbs.) 1,2Typical NFM45installationHeader 3,4,5 Joist 6,7 Floor Roof UpliftCodeRef.5 1 /2˝HW3 1 /2˝F9,D8NFM3Typical NFM45UUSPTop U-Stock No. Ref. No. Flange Strap W H Qty Type Qty Type 100% 115% 125% 160%NFM3X8 -- -- 3/8 7 3-1/8 7-1/4 1 1/2" J-Bolt 10 10d 7130 7130 7130 1720NFM3X10 -- -- 3/8 7 3-1/8 9-1/4 1 1/2" J-Bolt 12 10d 7130 7130 7130 1720NFM3X12 -- -- 3/8 7 3-1/8 11-1/4 1 1/2" J-Bolt 14 10d 7130 7130 7130 1720NFM3 -- -- 3/8 7 3-3/8 11-3/4 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720NFM35X8 -- -- 3/8 7 3-5/8 7-1/4 1 1/2" J-Bolt 10 10d 7510 7510 7510 1720NFM35X10 -- -- 3/8 7 3-5/8 9-1/4 1 1/2" J-Bolt 12 10d 7510 7510 7510 1720NFM35X12 -- -- 3/8 7 3-5/8 11-1/4 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720NFM35X1178 -- -- 3/8 7 3-5/8 11-7/8 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720NFM35X14 -- -- 3/8 7 3-5/8 14 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720NFM35X16 -- -- 3/8 7 3-5/8 16 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720NFM35X18 -- -- 3/8 7 3-5/8 18 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720NFM6X1178 -- -- 3/8 7 5-5/8 11-7/8 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720NFM6X16 -- -- 3/8 7 5-5/8 16 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720NFM6X18 -- -- 3/8 7 5-5/8 18 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720NFM3X10U MBHA3.12/9.25 3/8 7 3-1/8 9-1/4 1 1/2" J-Bolt 5 1/2 7130 7130 7130 3165NFM3X12U MBHA3.12/11.25 3/8 7 3-1/8 11-1/4 1 1/2" J-Bolt 5 1/2 7130 7130 7130 3165NFM35X8U MBHA3.56/7.25 3/8 7 3-5/8 7-1/4 1 1/2" J-Bolt 3 1/2 7130 7130 7130 3165NFM35X10U MBHA3.56/9.25 3/8 7 3-5/8 9-1/4 1 1/2" J-Bolt 5 1/2 7130 7130 7130 3165NFM35X12U MBHA3.56/11.25 3/8 7 3-5/8 11-1/4 1 1/2" J-Bolt 5 1/2 7130 7130 7130 3165NFM35X1178U MBHA3.56/11.88 3/8 7 3-5/8 11-7/8 1 1/2" J-Bolt 5 1/2 7130 7130 7130 3165NFM35X14U MBHA3.56/14 3/8 7 3-5/8 14 1 1/2" J-Bolt 5 1/2 7130 7130 7130 3165NFM35X16U MBHA3.56/16 3/8 7 3-5/8 16 1 1/2" J-Bolt 5 1/2 7130 7130 7130 3165NFM35X18U MBHA3.56/18 3/8 7 3-5/8 18 1 1/2" J-Bolt 5 1/2 7130 7130 7130 3165NFM6X8U MBHA5.50/7.25 3/8 7 5-5/8 7-1/4 1 1/2" J-Bolt 3 1/2 7130 7130 7130 3165NFM6X10U MBHA5.50/9.25 3/8 7 5-5/8 9-1/4 1 1/2" J-Bolt 5 1/2 7130 7130 7130 3165NFM6X12U MBHA5.50/11.25 3/8 7 5-5/8 11-1/4 1 1/2" J-Bolt 5 1/2 10310 10310 10310 3070NFM6X1178U MBHA5.50/11.88 3/8 7 5-5/8 11-7/8 1 1/2" J-Bolt 5 1/2 10310 10310 10310 3070NFM6X14U MBHA5.50/14 3/8 7 5-5/8 14 1 1/2" J-Bolt 5 1/2 10310 10310 10310 3070NFM6X16U MBHA5.50/16 3/8 7 5-5/8 16 1 1/2" J-Bolt 5 1/2 10310 10310 10310 3070NFM6X18U MBHA5.50/18 3/8 7 5-5/8 18 1 1/2" J-Bolt 5 1/2 10310 10310 10310 30701) Allowable loads are based on 2500 psi concrete or masonry.2) Design loads are governed by test ultimate loads with a safety factor of three.7) NAILS:NFM Specialty Options Chart – refer to Specialty Optionspages 208, 210-211 for additional details.DF-L / SPBolts must be orderedseparately. See page 17for available sizes.installationOption Skewed 1,2RangeAllowableLoadsOrderingHangers1-800-328-5934 • www.USPconnectors.com117USP2241-131

EWP HANGERSEWP Hanger Selector GuideEWP HangersHangerTypeFaceMountTopMountGlulamUSPSeriesTHFFace MountTop MountSkewedSlopedFormedWeldedI-JoistSupported MemberSupporting MemberLVL, LSL, PSLTrussGlulamDimensional WoodI-JoistLVL, LSL, PSLTrussGlulamMasonrySteelGauge18 910 - 2,735 910 - 2,735 -- --16 1,390 - 2,785 1,390 - 2,785 -- --12 2,285 - 3,050 2,285 - 3,050 -- --HUS 16 2,635 - 5,310 2,635 - 5,310 -- --HD 14 1,690 - 4,230 1,690 - 4,230 -- --HDQIF 14 3,010 - 5,605 3,010 - 5,605 -- --THD14 5,360 - 7,045 5,360 - 7,045 -- --12 5,660 - 8,415 5,660 - 8,415 -- --THDH 12 8,260 - 11,645 8,260 - 11,645 -- --TFL 18 1,645 1,600 -- --18 1,345 - 2,715 1,005 - 2,715 -- --THO16 1,030 - 2,330 1,030 - 2,700 -- --12 2,330 - 3,535 3,665 - 4,770 -- --TFI 16 2,560 - 3,245 2,560 - 3,245 -- --BPH 12 3,120 - 3,485 2,705 - 3,485 -- --MPH 12 -- -- -- -- 2,585 - 4,280PHM7 - Top Flange,10 - Stirrup 3,535 - 3,745 2,865 - 3,390 -- --PHXU 7 4,420 - 6,650 4,425 - 5,285 -- --HLBH 7 10,225 - 10,620 9,600 -- --GHF12 2,190 - 6,570 2,190 - 6,570 -- --7 6,500 - 12,000 6,500 - 12,000 -- --HGU 7 14,705 14,705 -- --KLEG 2 7 11,940 11,940 -- --KMEG 2 7 12,635 12,635 -- --KEG 2Flange, 17,615 - 21,545 17,615 - 21,545 -- --7 - StirrupKHHB 7 4,885 4,885 -- --KGB 7 6,460 6,460 -- --KHGB 7 7,530 7,530 -- --KGLTKHGLTKGLSKHGLSKGLSTKHGLSTKHCKHCST 13 - Top Flange,7 - Stirrup3 - Top Flange,7 - Stirrup3 - Top Flange,7 - Stirrup3 - Top Flange,7 - Stirrup3 - Top Flange,7 - Stirrup3 - Top Flange,7 - StirrupStyle 7,545 7,545 -- -- 10,150 - 12,790 10,150 - 12,790 -- -- 10,275 - 20,425 10,275 - 20,425 -- -- 20,685 - 20,985 20,685 - 20,985 -- -- 12,900 - 26,095 12,900 - 26,095 -- -- 19,250 - 26,585 19,250 - 26,585 -- --7 10,505 - 44,100 10,505 - 44,100 -- --3 22,040 - 54,180 22,040 - 54,180 -- --7 9,950 - 14,500 9,950 - 14,500 -- --3 20,145 20,145 -- --LGU 10 7,135 7,135 -- --1) KHCST allowable loads are based on 160% load duration.2) KEG, KLEG, KMEG hangers assume allowable loads with top flange. red font.100% Allowable Loads (Lbs.) RangeLVLHeader MaterialMGU 10 9,515 9,515 -- --18 685 - 1,180 685 - 1,180 -- --Slope / Skew LSSH16 1,825 - 2,590 1,825 - 2,590 -- --DF-L / SPMasonry© Copyright 2013 USP Structural Connectors ®1181-800-328-5934 • www.USPconnectors.com

EWP HANGERSEWP INSTALLATION GUIDE. . PAGES 121-122© Copyright 2013 USP Structural Connectors ®FACE MOUNT HANGERS . . . . PAGES 123-129• THF SeriesLight capacity face mount hanger for I-Joists.• HD SeriesMedium capacity hanger for LVL, LSL, and PSL beams.• HDQIF SeriesInverted flange medium capacity hanger for LVL, LSL, and PSL beams.• HUS SeriesMedium capacity hanger for LVL, LSL, and PSL beams with deep seat.• THD SeriesMedium-to-heavy capacity hanger for LVL, LSL, and PSL beams.• THDH SeriesHeavy capacity hanger for LVL, LSL, and PSL beams.TOP MOUNT HANGERS . . . . . PAGES 130-141• TFL SeriesLight capacity top mount I-Joist hanger.THFHUSHDTHDHDQIFTHDHEWP Hangers• THO SeriesLight-to-medium capacity top mount hanger.• TFI SeriesMedium capacity I-Joist hanger.• BPH SeriesMedium capacity top mount hanger for LVL, LSL, and PSL beams.TFLTHOTFI• HLBH SeriesHeavy capacity hanger for LVL, LSL, and PSL beams.• PHM SeriesMedium capacity welded hanger for LVL, LSL, and PSL beams with7 gauge top flanges.BPHHLBHPHM• PHXU SeriesMedium capacity formed hanger for LVL, LSL, and PSL beams withuplift capacity.• MPH SeriesMedium capacity masonry hanger for I-Joists, LVL, LSL, andPSL beams.PHXUMPHADJUSTABLE RAFTER-TO-PLATECONNECTORS . . . . . . . . . . . . . . . . . . PAGE 142• TMP SeriesAdjustable for pitches from 1/12 to 6/12.• TMPH SeriesAdjustable for pitches from 6/12 to 14/12.TMPTMPHcontinued on next page1-800-328-5934 • www.USPconnectors.com 119USP2241-131

EWP HANGERSSLOPE/SKEW HANGERS. . . . . . . . . . PAGE 143EWP Hangers• LSSH SeriesField adjustable slope and skew hanger.GLULAM HANGERS . . . . . . . . PAGES 144-151• HGU, LGU, & MGU SeriesFace mount glulam hanger fastens with WS wood screws.LSSH• GHF SeriesFace mount glulam hanger fastens with WS wood screws.• KEG, KLEG, & KMEG SeriesTop flange glulam hanger fastens with bolts.• KGB, KHGB, & KHHB SeriesTop flange glulam hanger fastens with WS wood screws.• KGLT & KHGLT SeriesHeavy capacity top flange glulam hanger fastenswith WS wood screws.• KGLS, KGLST, KHGLS, & KHGLST SeriesGlulam saddle hanger fastens with WS wood screws.HGU, LGU, MGUGHFKLEG© Copyright 2013 USP Structural Connectors ®• KHC SeriesGlulam hinge connector.KHHBKGLTKGLS• KHCST SeriesGlulam seismic strap.KHCSTKHC1201-800-328-5934 • www.USPconnectors.com

WOOD I-JOIST INSTALLATION TO WOOD© Copyright 2013 USP Structural Connectors ®Sloped I-JoistsUse sloped seat hangers and beveled web stiffenerswhenever the slope exceeds the following: 1/2:12 for seatbearing lengths of 21/2˝ or less; 3/8:12 for bearing lengthsbetween 21/2˝ and 31/2˝; and 1/4:12 for bearing lengths inexcess of 31/2˝.Multiple I-Joist PliesFasten together multiple plies of wood I-Joists, inaccordance with the manufacturer’s installation guidelines, suchthat the joists act as a single unit.I-Joist RotationIt may be necessary to install straps, blocking, or sheathing torestrain torsional rotation of a supporting wood I-Joist whenusing top mount I-Joist hangers.TOP FLANGE HANGERSFastenersInstall only the specified nails. The flanges of woodI-Joists may split if larger diameter nails or longer nails areinstalled. Do not install nails larger than 16d common wire nails(0.162˝ diameter) into the web stiffeners in the wood I-Joist.Backer BlocksPattern the nails used to install backer blocks or webstiffeners in wood I-Joists to avoid splitting the block. The nailpattern should be sufficiently spaced to avoid the same grainline, particularly with solid sawn backer blocks. Backer blocksmust be installed on wood I-Joist acting as the header, orsupporting member. Install in accordance with the I-Joistmanufacturer’s installation guidelines. The nails used to installhangers mounted to an I-Joist header must penetrate throughthe web and into the backer block on the opposite side.The thickness of the hanger metal and nail heads on top mount hangers must be evaluated for the effect onsubsequent sheathing. Ensure that the top mount hanger is installed so the flanges of the hanger are notover-spread which tends to elevate the supported I-Joist causing uneven floor surfaces and squeaking. Similarly, ensure thatthe hanger is installed plumb such that the face flanges of the hanger are mounted firmly against thewide-face surface of the header.EWP HangersFlush framing Hanger over-spread Hanger not plumb! !CORRECT SLANT NAIL INSTALLATIONAlways securewood I-Joist using10d x 11 ⁄ 2˝nail driven at a 30° to45° angleand firmly seated!Common Nailing ErrorsWrong AngleWhen a nail is driven into the bottom flange of the woodI-Joist parallel to the glue lines, separation of veneers canoccur which substantially reduces the design loads of theconnection.!Nail Too LongWhen using nails longer than USP’s recommended nails,bottom flange splitting may occur. Also, this can raise thewood I-Joist off the seat, resulting in uneven surfaces andsqueaky floors along with reduced allowable loads.1-800-328-5934 • www.USPconnectors.com 121USP2241-131

SUPPORT HEIGHT & LATERAL STABILITYEWP HangersHangers for joists without web stiffeners must support theI-Joist’s top flange and provide lateral resistance with nomore than 1⁄8˝ horizontal deflection.1/8˝ maximum gapResist lateral movementCorrect Hanger Attachment to NailerA nailer or sill plate is considered to be any wood member attached to a steel beam,concrete block wall, concrete stem wall, or other structure unsuitable for nailing, whichis used as a nailing surface for top mount hangers to hold beams or joists.Nailer Sized CorrectlyTop flange of hanger is fully supported and recommended nails have fullpenetration into nailer, resulting in a carried member hanging safely at the properheight.The nailer must be sized to fit the support width as shown and be of sufficient thicknessto satisfy recommended top flange nailing requirements. A design professional mustspecify nailer attachment to steel beams.Hangers for joists with web stiffeners must support aminimum of 60% of joist depth or potential joist rotation mustbe addressed.Web stiffener(Top flange support requirements can be verified in this sections charts under the Web Stiffener Reqd. column.)NAILER INSTALLATIONS1/4˝Max.Avoid direct contact betweenhangers and steel beams, whichmay cause squeaksJoistdepth60% min. ofjoist depthCorrect Attachment© Copyright 2013 USP Structural Connectors ®Wrong Nailer Size Causes Component Failure1/4˝ Max.Too NarrowToo Wide! ! !Too ThinTop flange not fully supported cancause nail breakout. Or, by fullysupporting top flange, hanger istilted back, causing lifting of carriedmember which results in unevensurfaces and squeaky floors.Loading can cause cross grainbreaking of nailer. Therecommended nailer overhangis 1⁄4˝ maximum per side.Top flange nailing cannot fullypenetrate nailer, causing reducedallowable loads. Never usehangers which require multiple facenails since the allowable loads aredependent on all nail holes beingused.1221-800-328-5934 • www.USPconnectors.com

FACE MOUNT I-JOIST HANGERS – THF SERIES© Copyright 2013 USP Structural Connectors ®Designed to provide lateral support for the top chords of I-Joists in depths upto 16˝. Eliminates the need for web stiffeners in mostapplications (see Web Stiffener Reqd. column in EWP Face Mount HangerChart for specific applications).Materials: See EWP Face Mount Hangers charts, pages 126-127.Finish: G90 galvanizingOptions: See Specialty Options chart.Codes: ESR-3445, L.A. City RR 25843, FL13285Patents: #5,564,248 (all models except doubles)Installation:• Use all specified fasteners. See Product Notes, page 11.• Install 10d x 11 ⁄ 2˝ nails into joist through raised dimple at 30° to 45° angle.• THF Min – Fill all round nail holes.• THF Max – Fill all round and diamond holes.• Uplift capacity for THF single ply hangers installed without joist nails = 85lbs. Refer to THO, TFL, & THF Single Ply I-Joist Hangers Technical Bulletin– USP1040.Specialty Options Chart – refer to SpecialtyOptions pages 208-209 for additional details.Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Inverted FlangeRangeAllowableLoadsOrdering100% of table load.Add SK, angle required,and right (R) or left (L),to product number.Example: THF23925-SK45R100% of table loadAdd SL, slope required,and up (U) or down (D),to product number.Example: THF23925-SL30DSee Sloped Seat and Skewed80% of table load.See Sloped Seat and SkewedExample:THF23925-SK45RSL30D1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange.2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.3) All sloped, skewed, or combinations require bevel cut on joist in all applications.4) Modifications to THF hangers do not feature seat cleats.FACE MOUNT HANGERS – HD SERIESDesigned to support LVL, LSL, and PSL beams and headers in medium load conditions.Materials: See EWP Face Mount Hangers charts, pages 127-129.Finish: G90 galvanizingOptions: See Specialty Options chart.Codes: ESR-3445, L.A. City RR 25843, FL13285Installation:• Use all specified fasteners. See Product Notes, page 11.• Drive bend line nails into header at 45° to achieve listed loads.HNot available in100% of table load.nailing into the supportmembers end grain.Add IF,to product number.Example: THF23925IFW2˝Drive bend line nailsinto header at 45° toachieve listed loads.Typical THFI-Joist to JoistinstallationTHF singleAdditional diamondnail holes formaximum nailingStandard roundnail holes forminimum nailingRaised Dimplenail holes allow30° to 45°nailing intoI-Joist bottomflange.Raiseddimple allows30˚ to 45˚nailingTypical HDbend line nail installationSpecialty Options Chart – refer to Specialty Options pages 208-209 for additional details.Typical THF doubleI-Joist to LVLinstallationWDHTHF doubleSeat Cleat®helps lockI-Joist into placeforpositive seatingand nailing ease.Typical HDinstallationEWP HangersOption Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Inverted FlangeRangeAllowableLoadsOrdering100% of table load.75% of uplift load onAdd SK, angle required,and right (R) or left (L),to product number.Example: HD410-SK45R100% of table loadAdd SL, slope required,and up (U) or down (D),to product number.Example: HD410-SL30DSee Sloped Seat andSkewed80% of table load.75% of uplift load onSee Sloped Seat andSkewedExample:HD410-SK45RSL30DNot available in100% of table load.65% of table load whennailing into the supportmembers end grain.Add IF,to product number.Example: HD410IF1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange.2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.3) All sloped, skewed, or combinations require bevel cut on joist in all applications and web stiffeners with I-joists.Hangers for square-cut joists are available as a Custom. Further reductions in allowable loads may apply.4) Modifications of HD hangers may be manufactured as hot rolled, welded, or primed.Bend linenailingWHDHD1-800-328-5934 • www.USPconnectors.com 123USP2241-131

FACE MOUNT HANGERS – HDQIF SERIESEWP HangersHDQ inverted flange hangers are heavy-duty face mounthangers that can be used to support LVL, LSL and PSLbeams and headers.Materials: 14 gaugeFinish: G90 galvanizingCodes: ER-0201, FL15143Installation:• Use all specified fasteners. See Product Notes, page 11.• WS15 and WS3 Wood Screws are supplied with HDQhangers.Up to 3/4˝gapTypical HDQIFinstallationWHDQIF3˝H© Copyright 2013 USP Structural Connectors ®FACE MOUNT HANGERS – HUS SERIESDesigned for medium load conditions. Extended 3˝ deep seat provides extra truss bearing.Materials: 16 gaugeFinish: G90 galvanizingCodes: ESR-3445, FL821,L.A. City RR 25843Installation:• Use all specified fasteners. See Product Notes, page 11.• Joist nails must be driven at a 30° to 45° angle throughthe joist into the header to achieve listed loads.Drive joist nails intoheader at 30° to 45° toachieve listed loads.Typical HUSinstallation2˝Typical HUSdouble shear installationHRaiseddimple allows30˚ to 45˚nailingW3˝HUS1241-800-328-5934 • www.USPconnectors.com

FACE MOUNT HANGERS – THD & THDH SERIES© Copyright 2013 USP Structural Connectors ®THD – Medium capacity hanger for LVL, LSL, and PSL beams.THDH – Heavy capacity hanger for LVL, LSL, and PSL beams.Materials: See EWP Face Mount Hangers charts, pages 128-129.Finish: G90 galvanizingOptions: THDH412 is available in Triple Zinc. To order, add TZ to stock number,as in THDH412-TZ.Rough/ Full sizes available for THD series. THD hangers with widths greaterthan 3˝ can have one flange inverted with no load reduction. Specify left (L) or(R) flange. See Specialty Options chart.Codes: ESR-3445, FL821, FL13285,L.A. City RR 25843Installation:• Use all specified fasteners. See Product Notes, page 11.• THD – Drive bend line nails into header at 45° to achieve listed loads.• THDH – Drive joist nails into header at 30° to 45° to achieve listed loads.Drive joist nails intoheader at 30° to 45° toachieve listed loads.Drive bend line nailsinto header at 45° toachieve listed loads.Some modeldesigns mayvary fromillustrationshownTypical THDinstallationDHWTHD singleEWP HangersTypical THDHdouble shear installationTypical THDbend line nail installationLeftflange3˝HW D RightflangeTHD doubleor largerSpecialty Options Chart – refer to Specialty Options pages 208-209 for additional details.Option USP Series Skewed 1,3,4 Sloped Seat 2,3,4 Sloped / Skewed 1,2,3,4 Inverted FlangeTHD RangeTHDH N/AAllowableLoadsOrderingTHDTHDHTHDTHDH(R) (L),(U) (D),1IF, (R) (L),N/AN/AHDWRaiseddimple allows30˚ to 45˚nailingTHDH26-22 1 /2˝1-800-328-5934 • www.USPconnectors.com 125USP2241-131

EWP FACE MOUNT HANGERS – I-JOIST CHARTSEWP HangersDimensions (in)Uplift 1 Uplift 1 CodeUSPJoist Size Stock No. Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.THF15925 Min -- -- 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 2351-1/2 x 9-1/2 -- 18 1-1/2 9-1/16 2THF15925 Max MIU1.56/9 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 2351-1/2 x11-1/4 - 11-7/8THF15112 Min -- -- 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235-- 18 1-1/2 11-1/16 2THF15112 Max MIU1.56/11 16 10d 2 10d x 1-1/2 1825 2100 2155 280 1470 1500 1520 235THF15140 Min -- -- 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 2351-1/2 x 14 -- 18 1-1/2 13-1/2 2THF15140 Max -- -- 20 10d 2 10d x 1-1/2 2100 2135 2155 280 1470 1500 1520 235THF16925 Min -- -- 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 2351-5/8 x 9-1/4 - 9-1/2 -- 18 1-5/8 9 2THF16925 Max -- -- 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235THF16112 Min -- -- 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 2351-5/8 x 11-1/4 - 12 -- 18 1-5/8 11 2THF16112 Max -- -- 16 10d 2 10d x 1-1/2 1825 2100 2280 280 1570 1605 1625 235THF16140 Min -- -- 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 2351-5/8 x 14 -- 18 1-5/8 13-7/16 2THF16140 Max -- -- 20 10d 2 10d x 1-1/2 2255 2290 2310 280 1575 1605 1625 2351-3/4 xTHF17925 Min IUS1.81/9.5 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235-- 18 1-3/4 8-15/16 29-1/4 - 9-1/2 THF17925 Max -- -- 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 2351-3/4 x 11-7/8THF17112 Min IUS1.81/11.88-- 18 1-3/4 10-15/16 28 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235THF17112 Max -- -- 16 10d 2 10d x 1-1/2 1825 2100 2280 280 1570 1710 1730 2351-3/4 x 14THF17140 Min IUS1.81/14-- 18 1-3/4 13-3/8 212 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235THF17140 Max -- -- 20 10d 2 10d x 1-1/2 2280 2445 2470 280 1680 1710 1730 2351-3/4 x 16 THF17157 IUS1.81/16 -- 18 1-13/16 15-3/4 3-1/2 24 10d 2 10d x 1-1/2 2735 3145 3310 280 2350 2705 2780 2352 - 2-1/8 xTHF20925 Min IUS2.06/9.5 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235-- 18 2-1/8 8-7/8 29-1/2THF20925 Max -- -- 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 2352 - 2-1/8 xTHF20112 Min IUS2.06/11.88 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235-- 18 2-1/8 11-3/16 211-7/8THF20112 Max -- -- 16 10d 2 10d x 1-1/2 1825 2100 2280 280 1570 1805 1945 2352 - 2-1/8 x 14THF20140 Min IUS2.06/14-- 18 2-1/8 13-1/4 212 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235THF20140 Max -- -- 20 10d 2 10d x 1-1/2 2280 2470 2470 280 1895 1925 1945 2352 - 2-1/8 x 16 THF20157 IUS2.06/16 -- 18 2-1/8 15-3/4 3-3/8 24 10d 2 10d x 1-1/2 2735 3145 3310 280 2350 2705 2780 2352-5/16 x 9-1/2 THF239252-5/16 x 11-7/8 THF231182-5/16 x 14 THF231402-5/16 x 16 THF231602-5/16 x 18 - 28 THF231802-1/2 x9-1/4 - 9-1/2THF25925HU359,IUS2.37/9.5,MIU2.37/9,U3510/14HU3511,IUS2.37/11.88,MIU2.37/11HU3514,IUS2.37/14,MIU2.37/14HU3516/22,IUS2.37/16,MIU2.37/16HU3524/30,MIU2.37/18,MIU2.37/20IUS2.56/9.5,MIU2.56/9Web Stiffener Reqd.Steel GaugeFastener Schedule 2,3Allowable Loads (Lbs.)Header Joist DF-L / SP Header S-P-F Header-- 18 2-5/16 9-3/16 2-1/2 12 10d 2 10d x 1-1/2 1370 1575 1710 175 1175 1350 1470 150-- 18 2-5/16 11-3/16 2-1/2 14 10d 2 10d x 1-1/2 1595 1835 1995 360 1370 1580 1715 310-- 16 2-5/16 13-1/2 2-1/2 18 10d 2 10d x 1-1/2 2090 2400 2610 360 1800 2070 2250 310-- 16 2-5/16 15-9/16 2-1/2 22 10d 2 10d x 1-1/2 2550 2935 3035 360 2200 2530 2550 310x 16 2-5/16 17-1/8 2-1/2 24 10d 8 10d x 1-1/2 2785 3200 3480 1295 2400 2760 3000 1085-- 18 2-1/2 9-1/8 2-1/2 12 10d 2 10d x 1-1/2 1370 1575 1710 175 1175 1350 1470 1505,F30,R5© Copyright 2013 USP Structural Connectors ®2-1/2 x11-1/4 - 11-7/8THF25112IUS2.56/11.88,MIU2.56/11-- 18 2-1/2 11-1/8 2-1/2 14 10d 2 10d x 1-1/2 1595 1835 1995 360 1370 1580 1715 3101) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS: Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.HWD1261-800-328-5934 • www.USPconnectors.comcontinued on next page

EWP FACE MOUNT HANGERS – I-JOIST CHARTS CONTINUEDDimensions (in)Uplift 1 Uplift 1 CodeUSPJoist Size Stock No. Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.2-1/2 x 13 THF25130 -- -- -- 16 2-1/2 12-1/4 2-1/2 18 10d 2 10d x 1-1/2 2090 2280 2280 360 1800 1915 1915 3102-1/2 x 14 THF25140IUS2.56/14,MIU2.56/14Web Stiffener Reqd.Steel GaugeFastener Schedule 2,3Allowable Loads (Lbs.)Header Joist DF-L / SP Header S-P-F Header-- 16 2-1/2 13-7/16 2-1/2 18 10d 2 10d x 1-1/2 2090 2400 2610 360 1800 2070 2250 310EWP Hangers© Copyright 2013 USP Structural Connectors ®2-1/2 x 16 THF25160IUS2.56/16,MIU2.56/16,MIU2.56/18,-- 16 2-1/2 15-1/2 2-1/2 22 10d 2 10d x 1-1/2 2550 2935 3035 360 2200 2530 2550 310MIU2.56/202-1/2 x 18 - 24 THF25160IUS2.56/16,MIU2.56/16,MIU2.56/18,x 16 2-1/2 15-1/2 2-1/2 22 10d 2 10d x 1-1/2 2550 2935 3035 360 2200 2530 2550 310MIU2.56/202-5/8 x 9-1/4 - 9-1/2 THF26925 -- -- -- 18 2-5/8 9-1/16 2-1/2 12 10d 2 10d x 1-1/2 1370 1575 1710 175 1175 1350 1470 1502-5/8 x 11-1/4 - 11-7/8 THF26112 -- -- -- 18 2-5/8 11-1/16 2-1/2 14 10d 2 10d x 1-1/2 1595 1835 1995 360 1370 1580 1715 3102-5/8 x 14 THF26140 -- -- -- 16 2-5/8 13-3/8 2-1/2 18 10d 2 10d x 1-1/2 2090 2400 2610 360 1800 2070 2250 3102-5/8 x 16 THF26160 -- -- -- 16 2-5/8 15-7/16 2-1/2 22 10d 2 10d x 1-1/2 2550 2935 3035 360 2200 2530 2550 3103 x 9-1/4 - 14 THF15925-2 MIU3.12/9 x 16 3-1/8 9-3/16 2-1/2 12 10d 6 10d 1390 1600 1740 1115 1200 1380 1500 9603 x 11-1/4 - 14 THF15112-2 MIU3.12/1 x 16 3-1/8 10-13/16 2-1/2 14 10d 6 10d 1625 1870 2030 1115 1400 1610 1750 9603 x 14 THF15140-2 x 12 3-1/8 12-3/4 2-1/2 18 10d 6 10d 2285 2630 2860 1220 1980 2275 2420 10553-1/4 x 9-1/4 - 14 THF16925-2 -- -- x 16 3-3/8 9-1/16 2-1/2 12 10d 6 10d 1390 1600 1740 1115 1200 1380 1500 9603-1/4 x 11-1/4 - 14 THF16112-2 HU3.31/11 x 16 3-3/8 10-3/4 2-1/2 14 10d 6 10d 1625 1870 2030 1115 1400 1610 1750 9603-1/4 x 14 THF16140-2 -- -- x 12 3-3/8 12-5/8 2-1/2 18 10d 6 10d 2285 2630 2860 1220 1980 2275 2475 10553-1/2 x 9-1/4 - 9-1/2 THF35925 IUS3.56/9.5 -- 18 3-1/2 8-5/8 2-1/2 12 10d 2 10d x 1-1/2 1370 1575 1710 245 1175 1350 1470 2053-1/2 x 11-1/4 THF35112 IUS3.56/11.88 -- 18 3-1/2 10-5/8 2-1/2 16 10d 2 10d x 1-1/2 1825 2100 2280 245 1570 1805 1960 2053-1/2 x 14 THF35140 IUS3.56/14 -- 16 3-1/2 12-15/16 2-1/2 20 10d 2 10d x 1-1/2 2320 2670 2900 245 2000 2300 2500 2053-1/2 x 16 - 22 THF17157-2 -- -- x 12 3-5/8 15-3/4 2-1/2 22 10d 6 10d 2795 3215 3495 1220 2420 2785 3025 10553-1/2 x 16 THF35157 IUS3.56/16 -- 16 3-1/2 15 2-1/2 22 10d 2 10d x 1-1/2 2550 2935 3190 245 2200 2530 2750 2053-1/2 x 18 - 26 THF35165 -- -- x 16 3-1/2 16-9/16 2-1/2 24 10d 8 10d x 1-1/2 2785 3200 3480 1295 2400 2760 3000 10854 - 4-3/16 x 9-1/2 THF20925-2HU4.12/9,HU4.28/9,MIU4.12/9,MIU4.28/9x 16 4-3/16 8-11/16 2-1/2 12 10d 6 10d 1390 1600 1740 1115 1200 1380 1500 9605,F30,R54 - 4-3/16 x 11-7/8 THF20112-2HU4.12/11,HU4.28/11,MIU4.12/11,x 16 4-3/16 11 2-1/2 16 10d 6 10d 1855 2135 2320 1115 1600 1840 2000 960MIU4.28/114 - 4-3/16 x 14 THF20140-2MIU4.12/14,MIU4.12/16,MIU4.28/14,x 16 4-3/16 13-5/8 2-1/2 20 10d 6 10d 2320 2670 2900 1115 2000 2300 2500 960MIU4.28/164-5/8 x 9-1/4 - 14 THF23925-2 HU4.75/9 x 16 4-3/4 8-3/8 2-1/2 14 10d 6 10d 1625 1870 2030 1115 1400 1610 1750 9604-5/8 x 11-1/4 - 16 THF23118-2 HU4.75/11 x 16 4-3/4 10-11/16 2-1/2 16 10d 6 10d 1855 2135 2320 1115 1600 1840 2000 9604-5/8 x 14 - 22 THF23140-2HU3514-2,MIU4.75/14x 12 4-3/4 13-5/16 2-1/2 20 10d 6 10d 2540 2920 3175 1220 2200 2530 2750 1055HU3516-2,HU3520-2,4-5/8 x 16 - 26 THF23160-2 MIU4.75/16, x 12 4-3/4 15-15/16 2-1/2 24 10d 6 10d 3050 3505 3810 1220 2640 3035 3300 1055MIU4.75/18,MIU4.75/205 x 9-1/4 - 11-7/8 THF25925-2 MIU5.12/9 x 16 5-1/8 8-3/16 2-1/2 12 10d 6 10d 1390 1600 1740 1115 1200 1380 1500 9605 x 11-1/4 - 16 THF25112-2 MIU5.12/11 x 16 5-1/8 10-7/16 2-1/2 16 10d 6 10d 1855 2135 2320 1115 1600 1840 2000 9605 x 14 - 20 THF25140-2HU314-2,MIU5.12/14x 12 5-1/8 13-1/8 2-1/2 20 10d 6 10d 2540 2920 3175 1220 2200 2530 2750 10555 x 16 - 26 THF25160-2HU5.125/16,MIU5.12/16,MIU5.12/18,x 12 5-1/8 15-3/4 2-1/2 24 10d 6 10d 3050 3505 3810 1220 2640 3035 3300 1055MIU5.12/207 x 9-1/4 - 14 HD7100 HU410-2 x 14 7-1/8 9 2-1/2 12 16d 6 10d 1690 1945 2115 1140 1450 1670 1815 9907 x 11-1/4 - 14 HD7120 HU412-2 x 14 7-1/8 10-5/8 2-1/2 16 16d 6 10d 2255 2595 2820 1140 1935 2225 2420 9907 x 14 HD7140 HU414-2 x 14 7-1/8 13-1/8 2-1/2 20 16d 8 10d 2820 3245 3525 1525 2420 2785 3025 13201) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS: Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.HWD1-800-328-5934 • www.USPconnectors.com 127USP2241-131

EWP FACE MOUNT HANGERS – SCL CHARTSEWP HangersDimensions (in)Uplift 1 Uplift 1USPJoist Size Stock No. Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%1-3/4 x 7-1/4 HD1770 HU7 x 14 1-13/16 7-1/8 2 14 16d 4 10d x 1-1/2 1975 2270 2335 760 1695 1950 1960 6601-3/4 x 9-1/21-3/4 x11-1/4 - 11-7/81-3/4 x 141-3/4 x 16HD17925HU9,MIU1.81/9x 14 1-13/16 9-1/8 2 18 16d 6 10d x 1-1/2 2540 2775 2775 1065 2105 2200 2260 895HD17925IF -- -- x 14 1-13/16 9-1/8 2 18 16d 6 10d x 1-1/2 2540 2775 2775 1065 2105 2200 2260 895 5, R5HDQ179IF HUCQ1.81/9-SDS x 14 1-13/16 9 3 8 WS3 4 WS15 3340 3605 3605 1110 2375 2735 2970 935 21, F32HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 5310 5510 5510 3205 4410 4630 4630 2690HU11,5,HD17112x 14 1-13/16 11-3/8 2 22 16d 6 10d x 1-1/2 2900 3010 3080 1065 2105 2200 2260 895MIU1.81/11F30, R5HD17112IF -- -- x 14 1-13/16 11-3/8 2 22 16d 6 10d x 1-1/2 2900 3010 3080 1065 2105 2200 2260 895 5, R5HDQ17112IF HUCQ1.81/11-SDS x 14 1-13/16 11 3 10 WS3 6 WS15 3340 3340 3340 1580 2805 2805 2805 1325 21, F32HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 5310 5510 5510 3205 4410 4630 4630 2690HD1714HU14,MIU1.81/14,MIU1.81/16,MIU1.81/18,U14x 14 1-13/16 13-5/16 2 26 16d 8 10d x 1-1/2 3140 3280 3380 1065 2310 2435 2520 895HD1714IF -- -- x 14 1-13/16 13-5/16 2 26 16d 8 10d x 1-1/2 3140 3280 3380 1065 2310 2435 2520 895 5, R5HDQ1714IF -- -- x 14 1-13/16 13-3/8 3 12 WS3 6 WS15 4660 4870 4955 2035 2805 2805 2805 1325 21, F32HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 5310 5510 5510 3205 4410 4630 4630 2690HD1714HU14,MIU1.81/14,MIU1.81/16,MIU1.81/18,U14Web Stiffener Reqd.Steel GaugeFastener Schedule 2,3,4Header JoistAllowable Loads (Lbs.)DF-L / SP HeaderS-P-F Headerx 14 1-13/16 13-5/16 2 26 16d 8 10d x 1-1/2 3140 3280 3380 1065 2310 2435 2520 895HD1714IF -- -- x 14 1-13/16 13-5/16 2 26 16d 8 10d x 1-1/2 3140 3280 3380 1065 2310 2435 2520 895 5, R5HDQ1714IF -- -- x 14 1-13/16 13-3/8 3 12 WS3 6 WS15 4660 4870 4955 2035 2805 2805 2805 1325 21, F32CodeRef.5,F30,R55, F15,R55, F15,R55,F30,R55, F15,R55,F30,R5© Copyright 2013 USP Structural Connectors ®2-11/16 x9-1/4 - 14HD27925 HU2.75/10 x 14 2-3/4 8-5/8 2 18 16d 6 10d x 1-1/2 2540 2775 2775 1065 2180 2330 2330 895 5, F30, R5THDH27925 -- -- x 12 2-3/4 9-1/8 4 46 16d 12 16d 8260 8260 8260 3490 6935 6935 6935 29305, F15,R52-11/16 x11-1/4 - 162-11/16 x 14 - 163-1/2 x 9-1/4 - 143-1/2 x 11-1/4 - 16HD27112 HU2.75/12 x 14 2-3/4 10-7/8 2 22 16d 6 10d x 1-1/2 3100 3565 3610 1065 2660 2995 3030 895 5, F30, R5THDH27112 -- -- x 12 2-3/4 10-7/8 4 56 16d 14 16d 9845 9845 9845 5225 7655 8135 8270 4390 5, F15, R5HD2714 HU2.75/14 x 14 2-3/4 12-7/8 2 26 16d 8 10d x 1-1/2 3610 3610 3610 1065 3030 3030 3030 895 5, F30, R5THDH2714 -- -- x 12 2-3/4 12-1/4 4 66 16d 16 16d 9845 9845 9845 6810 8110 8270 8270 5835 5, F15, R5HD410HU410,MIU3.56/9x 14 3-9/16 8-13/16 2-1/2 18 16d 10 10d 2540 2920 3175 1905 2180 2505 2725 1650 5, F30, R5HDQ410IF HUCQ410-SDS x 14 3-9/16 9 3 12 WS3 6 WS3 5015 5590 5590 2975 3565 4100 4455 2500 21, F32THD410 HHUS410 x 14 3-5/8 9-1/16 3 38 16d 20 10d 5360 6160 6700 3810 4600 5290 5750 32355, F30,R5THDH410 HGUS410 x 12 3-9/16 9-1/8 4 46 16d 12 16d 8260 9010 9010 3970 7120 7570 7570 33355, F15,R5HD412HU412,MIU3.56/11x 14 3-9/16 10-13/16 2-1/2 22 16d 10 10d 3100 3565 3880 1905 2660 3060 3330 1650 5, F30, R5HDQ412IF HUCQ412-SDS x 14 3-9/16 11 3 14 WS3 6 WS3 5605 5605 5605 3280 4160 4695 4695 2500 21, F32THD412 -- -- x 14 3-5/8 11 3 48 16d 20 10d 6770 7045 7045 3810 5810 5920 5920 32355, F30,R5THDH412 HGUS412 x 12 3-9/16 10-1/2 4 56 16d 14 16d 9845 9845 9845 5225 8270 8270 8270 4390 5, F15, R51) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.4) NAILS:Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. red font.Hcontinued on next page WD1281-800-328-5934 • www.USPconnectors.com

EWP FACE MOUNT HANGERS – SCL CHARTS CONT.© Copyright 2013 USP Structural Connectors ®Dimensions (in)Uplift 1 Uplift 1USPJoist Size Stock No. Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%HD414HU414,MIU3.56/14x 14 3-9/16 12-13/16 2-1/2 24 16d 10 10d 3385 3890 4230 1905 2905 3340 3630 16503-1/2 x 14 - 20THD414 -- -- x 14 3-5/8 12-7/8 3 58 16d 20 10d 7045 7045 7045 3810 5920 5920 5920 32353-1/2 x 16 - 22 HD4163-1/2 x 18 - 26 HD4185-1/4 x9-1/4 - 11-7/85-1/4 x 11-1/4 - 165-1/4 x 14 - 20THDH414 HGUS414 x 12 3-9/16 13-1/16 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835 5, F15, R5HU416,MIU3.56/16MIU3.56/18,MIU3.56/20Web Stiffener Reqd.Steel GaugeFastener Schedule 2,3,4Header JoistAllowable Loads (Lbs.)DF-L / SP HeaderS-P-F Headerx 14 3-9/16 14-13/16 2-1/2 26 16d 12 10d 3665 4215 4570 2285 3145 3620 3840 1980x 14 3-9/16 16-1/2 2-1/2 28 16d 8 10d 3950 4540 4570 1425 3390 3840 3840 1195HD5210 -- -- x 14 5-3/8 7-7/8 2-1/2 18 16d 10 10d 2540 2920 3175 1905 2180 2505 2725 1650HDQ5210IF HUCQ5.25/9-SDS x 14 5-1/4 9 3 12 WS3 6 WS3 5015 5590 5590 2975 3565 4100 4455 2500 21, F32THD610 HHUS5.50/10 x 12 5-1/2 9 3 38 16d 20 10d 5660 6510 7080 3410 4900 5635 6130 28655, F30,R5THDH610HGUS5.25/10,HGUS5.50/10x 12 5-1/2 9 4 46 16d 16 16d 8725 9855 9855 4565 7520 8275 8275 3835 5, F15, R5HD5212 -- -- x 14 5-3/8 9-7/8 2-1/2 22 16d 10 10d 3100 3565 3880 1905 2660 3060 3330 1650 5, F30, R5HDQ5212IF HUCQ5.25/11-SDS x 14 5-1/4 11 3 14 WS3 6 WS3 5605 5605 5605 3280 4160 4695 4695 2500 21, F32THD612 -- -- x 12 5-1/2 11 3 48 16d 20 10d 7150 8225 8415 4065 6190 7070 7070 35205, F30,R5THDH612HGUS5.25/12,HGUS5.50/12x 12 5-1/2 11 4 56 16d 20 16d 9935 9935 9935 5180 8345 8345 8345 4355 5, F15, R5HD5214 -- -- x 14 5-3/8 11-7/8 2-1/2 24 16d 10 10d 3385 3890 4230 1905 2905 3340 3630 1650 5, F30, R5THD614 -- -- x 12 5-1/2 12-7/8 3 58 16d 20 10d 8415 8415 8415 4065 7070 7070 7070 3520 5, F30, R5THDH614 HGUS5.50/14 x 12 5-1/2 13 4 66 16d 22 16d 11645 11645 11645 5795 9780 9780 9780 4865 5, F15, R5CodeRef.5, F30,R55,F30,R5EWP Hangers5-1/4 x 16 - 22 HD5216 -- -- x 14 5-3/8 13-7/8 2-1/2 30 16d 12 10d 4230 4570 4570 2285 3630 3840 3840 1980 5, F30, R56-3/4 x 9 - 14-1/2 THDH6710HGUS210-4,x 12 6-7/8 8-13/16 4 46 16d 12 16d 8260 8260 8260 3490 6935 6935 6935 2930HGUS6.88/105,6-3/4 x 11 - 18 THDH6712HGUS212-4,F15,x 12 6-7/8 10-13/16 4 56 16d 14 16d 9845 9845 9845 5225 8270 8270 8270 4390HGUS6.88/12R56-3/4 x 13 - 20-1/2 THDH6714HGUS214-4,HGUS6.88/14x 12 6-7/8 12-13/16 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835HD7100 HU410-2 x 14 7-1/8 9 2-1/2 12 16d 6 10d 1690 1945 2115 1140 1450 1670 1815 990 5, F30,7 x 9-1/4 - 14 THD7210 HHUS7.25/10 x 12 7-1/4 9 3 38 16d 20 10d 5660 6510 7080 3410 4900 5635 6130 2865 R5THDH7210 HGUS7.25/10 x 12 7-1/4 9 4 46 16d 12 16d 8260 9010 9010 3970 7120 7570 7570 3335 5, F15, R57 x 11-1/4 - 167 x 14 - 20HD7120HD7140HU412-2HU414-2xx14147-1/87-1/810-5/813-1/82-1/22-1/2162016d16d6810d10d2255282025953245282035251140152519352420222527852420302599013205, F30, R55, F30,R5THDH7212THDH7214HGUS7.25/12HGUS7.25/14xx12127-1/47-1/410-1/212-1/444566616d16d141616d16d98459845984598459845984552256810827082708270827082708270439058355, F15, R55, F15, R57 x 16 - 22 HD7160 -- -- x 14 7-1/8 15-5/8 2-1/2 24 16d 8 10d 3385 3890 4230 1525 2905 3340 3630 1320 5, F30,7 x 18 - 26 HD7180 -- -- x 14 7-1/8 17-3/4 2-1/2 28 16d 8 10d 3950 4540 4570 1525 3390 3840 3840 1320 R51) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.4) NAILS:Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. red font.HWD1-800-328-5934 • www.USPconnectors.com 129USP2241-131

TOP MOUNT HANGERS – BPH, TFI, TFL, & THO SERIESEWP HangersTFI & THO – Engineered for I-Joist to header applications. Offers full lateral support of theI-Joist top chord, eliminating the need for web stiffeners in most applications. Raiseddimple nailing guides help assure correct 45° nailing into the I-Joist bottom flange. TheTHO’s feature the patented Seat Cleat® that allows for quick, positive seating. The SeatCleat® will hold the I-Joist in place, eliminating spring back during nailing in the bottomflange.TFL – Features 11/2˝ top flange depth that accommodates all header types as well asback-to-back installations. Also features USP’s patented Seat Cleat® for quick, positiveseating.BPH – These hangers are used to support LVL, LSL, and PSL beams and headers inlight-to-medium load conditions.Materials: See EWP Top Mount Hangers charts, pages 134-141.Finish: G90 galvanizingCodes: ESR-3444, FL822, FL11664, FL13285,L.A. City RR 25749Patents: #5,564,248 – THO & TFLInstallation:• Use all specified fasteners. See Product Notes, page 11.• Refer to the top mount chart for applications requiring web stiffeners.• Requirements for web stiffener from the I-Joist manufacturer shouldbe followed, even if web stiffeners are not required in USP literature.• For BPH welded installation, see page 212.• Uplift capacity for THO and TFL single ply hangers installedwithout joist nails = 85 lbs. Refer to THO, TFL, & THF SinglePly I-Joist Hangers Technical Bulletin – USP1040.Slant Nailingvia dimplenail holesDWBPHHTFSeat Cleat® helps lockI-Joist into place forpositive seating andnailing ease.Typical BPHinstallationBPH Specialty Options Chart – refer to SpecialtyOptions pages 208 and 210 for additional details.Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Sloped Top Flange 4Range Allowable LoadsOrderingDiamondholesSK, (R) (L),SL, (U) (D),TFISF, (R) (L),THOTFLNailer Options – chart represents maximumallowable loads for hangers used on wood nailers.Reference page 122.USPSeriesTFLTHOTHO(Double)TFIBPHWTypical THOinstallationFastener Schedule 3 Allowable Loads (Lbs.) 2Header Joist DF-L / SP S-P-FNailerUplift 1 Uplift 1Size Qty Type Qty Type 100% 160% 100% 160%2X 6 10d x 1-1/2 2 10d x 1-1/2 1270 140 1090 1203X 6 16d x 2-1/2 2 10d x 1-1/2 1600 140 1375 120(2) 2X 6 10d 2 10d x 1-1/2 1280 140 1100 1204X 6 16d 2 10d x 1-1/2 1760 140 1515 1202X 6 10d x 1-1/2 2 10d x 1-1/2 1360 360 1170 3103X 6 16d x 2-1/2 2 10d x 1-1/2 1470 360 1265 310(2) 2X 6 10d 2 10d x 1-1/2 1365 360 1175 3104X 6 16d 2 10d x 1-1/2 1535 360 1320 3102X 6 10d x 1-1/2 6 10d 1455 360 1250 3103X 6 16d x 2-1/2 6 10d 2335 500 2010 430(2) 2X 10 10d 6 10d 2370 500 2040 4304X 10 16d 6 10d 2665 500 2290 4304X 6 16d 2 10d x 1-1/2 2560 360 2200 3104X 10 16d 2 10d x 1-1/2 3245 360 2790 3102X 6 10d x 1-1/2 4 10d x 1-1/2 2080 230 1790 2003X 8 16d x 2-1/2 4 10d x 1-1/2 2360 535 2030 460(2) 2X 8 10d 4 10d x 1-1/2 2310 535 1985 4604X 8 16d 4 10d x 1-1/2 2245 535 1930 460W12˝15 /16˝1) Uplift loads have been increased 60% for wind or seismic loads;no further increase shall be permitted.2) Listed loads shall not be increased.3) NAILS:red font.HDTFTypical TFLinstallationHD1 1 /2˝© Copyright 2013 USP Structural Connectors ®1301-800-328-5934 • www.USPconnectors.com

BEAM HANGERS – HLBH SERIESHLBH – Heavy-duty hanger for LVL, LSL, and PSL beams.© Copyright 2013 USP Structural Connectors ®Materials: See EWP Top Mount Hangers charts,pages 136-138, 140-141.Finish: USP primerCodes: ESR-3444, FL822, L.A. City RR 25749Installation:• Use all specified fasteners. See Product Notes, page 11.• For welded installations, see page 212.• 16d ring shank nails are supplied with HLBH hangers.4 3 /8˝Typical HLBHinstallationLHTFEWP HangersWDHLBHHLBH Nailer Options – chart represents maximum allowableloads for hangers used on wood nailers. Reference page 122.Fastener Schedule 2HeaderJoistAllowable Loads (Lbs.)DF-L / SP S-P-FUSPSeriesHLBHNailerUplift UpliftSize Qty Type Qty Type 100% 160% 100% 160%4X 15 NA16D-RS 6 10d x 1-1/2 9600 1390 8255 11954X 15 NA16D-RS 6 16d 9600 1605 8255 13801) Listed loads shall not be increased.2) NAILS:Specialty Options Chart – refer to Specialty Options pages 208, 210-211 for additional details.Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Sloped Top Flange 4 Top Flange Offset Saddle 5 RidgeRange AllowableLoadsOrderingSK, (R) (L),SL, (U) (D),SF, (R) (L),S, (R) (L),See footnote 5.SA, DA, 1-800-328-5934 • www.USPconnectors.com 131USP2241-131

TOP FLANGE HANGERS – MPH, PHM, & PHXU SERIESEWP HangersMPH – Designed to work with standard 6˝ or larger grouted concrete block wallconstruction. Eliminates the need for masons to fabricate special seats tosupport I-Joists or composite wood beams.PHM & PHXU – Used to connect LVL, LSL, and PSL beams to headers in medium loadconditions using standard nails.Materials: See EWP Top Mount Hangers charts, pages 134-141.Finish: USP primer; PHXU – G90 galvanizing.Codes: ESR-3447, ESR-3444, FL820, FL13285, FL822L.A. City RR 25749, L.A. City RR 25972Patents: #6,463,711 B1 – PHXUInstallation:• Use all specified fasteners. See Product Notes, page 11.• For MPH series: 16d duplex nails are not provided. Place hanger on top of concreteblock. Install (2) 16d duplex nails (8 gauge or 0.162˝ dia. x 31⁄2˝ double head) in thegrouted cavity, and then continue laying the next course of block. Larger holes on topflange are provided to aid grout flow. A minimum of one course must be laid overhanger top flange and one course below hanger top flange. Courses adjacent to the topflange shall be subsequently grouted.• For PHM & PHXU welded installations, see page 212.Typical MPHinstallationLInstall with (2)16d duplex nailsin grouted cells© Copyright 2013 USP Structural Connectors ®3 3 /4˝HW2 1 /2˝MPHLTFHTypical PHXUinstallationWDPHXUcontinued on next page1321-800-328-5934 • www.USPconnectors.com

TOP FLANGE HANGERS – MPH, PHM, & PHXU SERIES CONT.© Copyright 2013 USP Structural Connectors ®PHM & PHXU Nailer Options – chart representsmaximum allowable loads for hangers used on woodnailers. Reference page 122.PHMUSPSeriesPHXUPHXUFastener Schedule 2 Allowable Loads (Lbs.) 1HeaderJoist DF-L / SP S-P-FNailerUplift UpliftSize Qty Type Qty Type 100% 160% 100% 160%2X 2 10d x 1-1/2 2 10d x 1-1/2 3010 -- -- 2590 -- --3X 2 16d x 2-1/2 2 10d x 1-1/2 3570 -- -- 3070 -- --(2) 2X 2 10d 2 10d x 1-1/2 3325 -- -- 2860 -- --4X 2 16d 2 10d x 1-1/2 3255 -- -- 2800 -- --4X 8 16d 6 10d x 1-1/2 4420 1035 3805 8904X 8 16d 6 10d x 1-1/2 5285 970 4545 8354X 8 16d 6 10d 5285 1290 4545 11102) NAILS: red font.Specialty Options Chart – refer to Specialty Options pages 208, 210-211 for additional details.Option USP Series Skewed 1,3,5 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Sloped Top Flange 4 Top Flange Offset 5,7 Saddle 5,6 RidgePHM Range PHXUN/AMPH N/A N/APHM AllowablePHXU LoadsSee footnote 6.MPH WPHMLDHTFEWP HangersOrderingPHMPHXUSK,(R) (L),SL,(U) (D),SF,(R) (L),OS, and(R) (L),SA,DA, andMPH N/A N/AN/A1-800-328-5934 • www.USPconnectors.com 133USP2241-131

EWP TOP MOUNT HANGER CHARTSEWP HangersJoist SizeSteel GaugeDimensions (in) Fastener Schedule 5,7 100% Allowable Loads (Lbs.) 1,2,4 DF-L/SPHeader Joist Header MaterialUplift 3USPStock No. Ref. No.W H D L TF Qty Type Qty TypeCodeRef.THO15925 -- -- -- 18 1-9/16 9-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1005 1345 1290 1335 1005 845 -- 230 2, F30, R121-1/2 x 9-1/4 BPH15925 LBV1.56/9.25 x 12 1-9/16 9-1/4 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2 -- 3120 3065 3065 2705 1990 -- 625 2, F16, R12MPH210WM210,8, F30,-- 12 1-9/16 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2585 --WM29.25R10THO15950 -- -- -- 18 1-1/2 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1090 1345 1290 1335 1090 915 -- 270 2, F30, R121-1/2 x 9-1/2 BPH1595LBV1.56/9.5,2, F16,x 12 1-9/16 9-1/2 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2 -- 3120 3065 3065 2705 1990 -- 625MIT29.5R12MPH1595 WM29.5 -- 12 1-9/16 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2585 -- 8, F30, R10BPH15112 LBV1.56/11.25 x 12 1-9/16 11-1/4 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2 -- 3120 3065 3065 2705 1990 -- 625 2, F16, R121-1/2 x 11-1/4WM211.25,8, F30,MPH212-- 12 1-9/16 11-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2585 --WM212R10THO15118 MIT211.88 -- 18 1-1/2 11-7/8 2 -- 1-9/16 6 10d 2 10d x 1-1/2 1205 1345 1290 1335 1205 1015 -- 270 2, F30, R121-1/2 x 11-7/8 BPH15118 LBV1.56/11.88 x 12 1-9/16 11-7/8 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2 -- 3120 3065 3065 2705 1990 -- 625 2, F16, R12MPH15118 WM211.88 -- 12 1-9/16 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2585 -- 8, F30, R10THO15140 -- -- -- 16 1-9/16 14 2-3/8 -- 1-1/2 10 10d 2 10d x 1-1/2 1030 1030 1030 1030 1030 865 -- 230 2, F30, R121-1/2 x 14 BPH1514 LBV1.56/14 x 12 1-9/16 14 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2 -- 3120 3065 3065 2705 1990 -- 625 2, F16, R12MPH1514 -- -- -- 12 1-9/16 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2585 -- 8, F30, R101-5/8 x 9-1/2 THO16950 -- -- -- 18 1-11/16 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1005 1345 1290 1335 1005 845 -- 2301-5/8 x 11-1/4 THO16112 -- -- -- 16 1-11/16 11-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1030 1345 1290 1335 1030 865 -- 230 2, F30,1-5/8 x 11-7/8 THO16118 -- -- -- 16 1-11/16 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1030 1345 1290 1335 1030 865 -- 230 R121-5/8 x 14 THO16140 -- -- -- 16 1-11/16 14 3 -- 1-3/4 10 10d 2 10d x 1-1/2 1030 1030 1030 1030 1030 865 -- 2301-3/4 x 7-1/4 PHXU17725LBV1.81/7.25,WP1.81/7.25x 7 1-13/16 7-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 4420 4425 4425 4425 3070 -- 1035 2, F14, R121-3/4 x 9-1/41-3/4 x 9-1/21-3/4 x 11-1/41-3/4 x 11-7/81-3/4 x 141-3/4 x 16BPH17925 LBV1.81/9.25 x 12 1-13/16 9-1/4 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 -- 3340 3395 3395 3030 2245 -- 625PHM17925 WP9.25 x 7/10 1-13/16 9-1/4 2-1/2 7 3 2 16d 2 10d x 1-1/2 -- 3535 3330 3080 2865 2865 -- --PHXU17925 WPU1.81/9.25 x 7 1-13/16 9-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 4420 4425 4425 4425 3070 -- 1035 2, F14, R12THO17950 ITS1.81/9.5 -- 18 1-3/4 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1260 1345 1290 1335 1260 1060 -- 270 2, F30, R12LBV1.81/9.5,BPH1795x 12 1-13/16 9-1/2 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 -- 3340 3395 3395 3030 2245 -- 625 2, F16,MIT9.5R12PHM1795 WP9 x 7/10 1-13/16 9-1/2 2-1/2 7 3 2 16d 2 10d x 1-1/2 -- 3535 3330 3080 2865 2865 -- --PHXU1795 -- -- x 7 1-13/16 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 4420 4425 4425 4425 3070 -- 1035 2, F14, R12MPH1795 WM9 -- 12 1-13/16 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2975 -- 8, F30, R10BPH17112 LBV1.81/11.25 x 12 1-13/16 11-1/4 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 -- 3340 3395 3395 3030 2245 -- 625PHM17112 -- -- x 7/10 1-13/16 11-1/4 2-1/2 7 3 2 16d 2 10d x 1-1/2 -- 3535 3330 3080 2865 2865 -- --PHXU17112 WPU1.81/11.25 x 7 1-13/16 11-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 4420 4425 4425 4425 3070 -- 1035 2, F14, R12THO17118 ITS1.81/11.88 -- 18 1-3/4 11-7/8 2 -- 1-9/16 6 10d 2 10d x 1-1/2 1305 1345 1290 1335 1305 1095 -- 270 2, F30, R12BA1.81/11.88,BPH17118x 12 1-13/16 11-7/8 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 -- 3340 3395 3395 3030 2245 -- 625 2, F16,LBV1.81/11.88R12PHM17118 WP11 x 7/10 1-13/16 11-7/8 2-1/2 7 3 2 16d 2 10d x 1-1/2 -- 3535 3330 3080 2865 2865 -- --PHXU17118 WPU1.81/11.88 x 7 1-13/16 11-7/8 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 4420 4425 4425 4425 3070 -- 1035 2, F14, R12MPH17118 WM11 -- 12 1-13/16 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2975 -- 8, F30, R10TFL1714 ITS1.81/14 -- 18 1-3/4 14 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 1402, F16,LBV1.81/14,BPH1714x 12 1-13/16 14 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 -- 3340 3395 3395 3030 2245 -- 625 R12MIT1.81/14PHM1714 WP14 x 7/10 1-13/16 14 2-1/2 7 3 2 16d 2 10d x 1-1/2 -- 3535 3330 3080 2865 2865 -- -- 2, F16, R12PHXU1714 -- -- x 7 1-13/16 14 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 4420 4425 4425 4425 3070 -- 1035 2, F14, R12MPH1714 WM14 -- 12 1-13/16 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2975 -- 8, F30, R10TFL1716 ITS1.81/16 -- 18 1-3/4 16 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 140BPH1716B1.81/16,LBV1.81/16,MIT1.81/16Web Stiffener Reqd.x 12 1-13/16 16 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 -- 3340 3395 3395 3030 2245 -- 625PHM1716 WP16 x 7/10 1-13/16 16 2-1/2 7 3 2 16d 2 10d x 1-1/2 -- 3535 3330 3080 2865 2865 -- --MPH1716 WM16 -- 12 1-13/16 16 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2975 -- 8, F30, R102 - 2-1/8 x 9-1/2 TFL2095 ITS2.06/9.5 -- 18 2-1/8 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 1402 - 2-1/8x 11-7/8TFL20118 ITS2.06/11.88 -- 18 2-1/8 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 140DF-L / SPI-Joist 6LVLPSLLSLDF-L / SPSPFMasonry160%2, F16,R122, F16,R122, F16,R122, F16,R12© Copyright 2013 USP Structural Connectors ®LTFHWD1341-800-328-5934 • www.USPconnectors.comcontinued on next page

EWP TOP MOUNT HANGER CHARTS CONTINUED© Copyright 2013 USP Structural Connectors ®USPStock No.Steel GaugeDimensions (in) Fastener Schedule 5,7 100% Allowable Loads (Lbs.) 1,2,4 DF-L/SPHeader Joist Header MaterialUplift 3Joist SizeRef. No.W H D L TF Qty Type Qty Type2 - 2-1/8 x 14 TFL2014 ITS2.06/14 -- 18 2-1/8 14 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 1402 - 2-1/8 x 16 TFL2016 ITS2.06/16 -- 18 2-1/8 16 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 1402-1/4 - 2-5/16x 9-1/22-1/4 - 2-5/16x 11-7/82-1/4 - 2-5/16x 142-1/4 - 2-5/16x 162-1/4 - 2-5/16x 182-1/4 - 2-5/16x 202-1/2 x 9-1/4TFL2395 ITS2.37/9.5 -- 18 2-5/16 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 140MPH2395 -- -- -- 12 2-3/8 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 8, F30, R10TFL23118 ITS2.37/11.88 -- 18 2-5/16 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 140 2, F16, R12MPH23118 WM3511.88 -- 12 2-3/8 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 8, F30, R10TFL2314 ITS2.37/14 -- 18 2-5/16 14 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 140 2, F16, R12THO23140 LBV2.37/14 -- 18 2-3/8 14 2-3/8 -- 2 12 10d 2 10d x 1-1/2 2715 2715 2715 2715 2715 2280 -- 265 2, F30, R12TFI3514 MIT3514 -- 16 2-3/8 14 2-1/2 -- 2-1/16 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360 130PHM2314 WP3514 x 7/10 2-3/8 14 2-1/2 7 3 2 16d 2 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- 2, F16, R12MPH2314 -- -- -- 12 2-3/8 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 8, F30, R10TFL2316 -- -- -- 18 2-5/16 16 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 140 2, F16, R12TFI3516 MIT3516 -- 16 2-3/8 16 2-1/2 -- 2-1/16 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360 2, F20, R12PHM2316 WP3516 x 7/10 2-3/8 16 2-1/2 7 3 2 16d 2 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- 2, F16, R12MPH2316 -- -- -- 12 2-3/8 16 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 8, F30, R10TFI3518HIT3518,LBV2.37/18, -- 16 2-3/8 18 2-1/2 -- 2-1/16 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360 2, F20, R12MIT3518PHM2318 WP3518 x 7/10 2-3/8 18 2-1/2 7 3 2 16d 2 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- 2, F16, R12MPH2318 -- -- x 12 2-3/8 18 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 8, F30, R10TFI3520HIT3520,LBV2.37/20,MIT3520-- 16 2-3/8 20 2-1/2 -- 2-1/16 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360PHM2320 WP3520 x 7/10 2-3/8 20 2-1/2 7 3 2 16d 2 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- 2, F16, R12MPH2320 -- -- x 12 2-3/8 20 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 8, F30, R10TFL25925 -- -- -- 18 2-1/2 9-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 140 2, F16, R12MPH25925 -- -- -- 12 2-1/2 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 8, F30, R102-1/2 x 9-3/8 TFL25938 -- -- -- 18 2-1/2 9-3/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 140 2, F16,2-1/2 x 9-1/22-1/2 x 11-1/4TFL2595 ITS2.56/9.5 -- 18 2-1/2 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 140 R12MPH2595 -- -- -- 12 2-1/2 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 8, F30, R10TFL25112 -- -- -- 18 2-1/2 11-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 140 2, F16, R12MPH25112 -- -- -- 12 2-1/2 11-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 8, F30, R10TFL25118 ITS2.56/11.88 -- 18 2-1/2 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 140 2, F16, R122-1/2 x 11-7/8 THO25118 MIT311.88 -- 16 2-9/16 11-7/8 2-3/8 -- 1-15/16 10 10d 2 10d x 1-1/2 1835 1835 1835 1835 1835 1540 -- 265 2, F30, R12MPH25118 -- -- -- 12 2-1/2 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 8, F30, R102-1/2 x 13 TFL2513 ITS2.56/13 -- 18 2-1/2 13 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 140TFL2514 ITS2.56/14 -- 18 2-1/2 14 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 1402-1/2 x 142-1/2 x 162-1/2 x 18THO25140 MIT314 -- 18 2-9/16 14 2-3/8 -- 2 12 10d 2 10d x 1-1/2 2715 2715 2715 2715 2715 2280 -- 265 2, F30, R12TFI314 -- -- -- 16 2-9/16 14 2-1/2 -- 2 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360 130PHM2514 WPI314 -- 7/10 2-9/16 14 2-1/2 7 3 2 16d 2 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- 2, F16, R12MPH2514 -- -- -- 12 2-1/2 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 8, F30, R10TFL2516 -- -- -- 18 2-1/2 16 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 140 2, F16, R12TFI316LBV2.56/16,MIT316-- 16 2-9/16 16 2-1/2 -- 2 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360 2, F20, R12PHM2516 WPI316 -- 7/10 2-9/16 16 2-1/2 7 3 2 16d 2 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- 2, F16, R12MPH2516 -- -- -- 12 2-1/2 16 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 8, F30, R10TFI318HIT318,LBV2.56/18,MIT318Web Stiffener Reqd.-- 16 2-9/16 18 2-1/2 -- 2 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360MPH2518 -- -- x 12 2-1/2 18 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 8, F30, R101) When I-joist is used as a header, all nails must be 10d x 1-1/2.5) Masonry compressive strength shall be minimum 1500 psi for MPH hangers.6) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permittedL7) Some listed loads may be increased for short-term loading. Refer to code evaluation reports for USP Structural Connectors for details.TF7) NAILS:HLoad tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. red font.W DDF-L / SPI-Joist 6LVLPSLLSLDF-L / SPSPFMasonry160%CodeRef.2, F16,R122, F20,R122, F16,R122, F20,R12EWP Hangerscontinued on next page1-800-328-5934 • www.USPconnectors.com 135USP2241-131

EWP TOP MOUNT HANGER CHARTS CONTINUEDEWP HangersJoist Size2-1/2 x 202-1/2 x 22Steel GaugeDimensions (in) Fastener Schedule 5,7 100% Allowable Loads (Lbs.) 1,2,4 DF-L/SPHeaderJoistHeader MaterialUplift 3USPStock No. Ref. No.W H D L TF Qty Type Qty TypeCodeRef.TFI320HIT320,2, F20,LBV2.56/20, -- 16 2-9/16 20 2-1/2 -- 2 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360R12MIT320MPH2520 -- -- x 12 2-1/2 20 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 8, F30, R10TFI322HIT322,LBV2.56/22,WPI322-- 16 2-9/16 22 2-1/2 -- 2 10 16d 2 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 360MPH2522 -- -- x 12 2-1/2 22 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 8, F30, R10HIT324,2-1/2 x 24TFI324 LBV2.56/24, -- 16 2-9/16 24 2-1/2 -- 2 10 16d 2 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 360 2, F20, R12WPI324MPH2524 -- -- x 12 2-1/2 24 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 8, F30, R10HIT326,2-1/2 x 26TFI326 LBV2.56/26, -- 16 2-9/16 26 2-1/2 -- 2 10 16d 2 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 360 2, F20, R12WPI326MPH2526 -- -- x 12 2-1/2 26 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 8, F30, R102-5/8 x 9-1/2 THO26950 -- -- -- 18 2-11/16 9-1/2 2-3/8 -- 2 10 10d 2 10d x 1-1/2 1625 1625 1625 1625 1625 1365 -- 2652-5/8 x 11-7/8 THO26118 -- -- -- 16 2-11/16 11-7/8 2-3/8 -- 2 10 10d 2 10d x 1-1/2 1835 1835 1835 1835 1835 865 -- 2652-5/8 x 14 THO26140 -- -- -- 18 2-11/16 14 2-3/8 -- 2 12 10d 2 10d x 1-1/2 2715 2715 2715 2715 2715 2300 -- 2652-5/8 x 16 THO26160 -- -- -- 18 2-11/16 16 2-3/8 -- 2 12 10d 2 10d x 1-1/2 2715 2715 2715 2715 2715 2300 -- 2652-11/16 x 9-1/42-11/16 x 9-1/22-11/16 x 11-1/42-11/16 x 11-7/82-11/16 x 142-11/16 x 16PHXU27925 -- -- -- 7 2-3/4 9-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 2, F14, R12HLBH27925 -- -- x 7 2-3/4 9-1/4 6 12 2-3/4 15 NA16D-RS 6 10d x 1-1/2 -- 10225 10540 9600 9600 8915 -- 1380 2, F16, R12PHXU2795 -- -- -- 7 2-3/4 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 2, F14, R12HLBH2795 -- -- x 7 2-3/4 9-1/2 6 12 2-3/4 15 NA16D-RS 6 10d x 1-1/2 -- 10225 10540 9600 9600 8915 -- 1380 2, F16, R12PHXU27112 -- -- -- 7 2-3/4 11-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 2, F14, R12HLBH27112 -- -- x 7 2-3/4 11-1/4 6 12 2-3/4 15 NA16D-RS 6 10d x 1-1/2 -- 10225 10540 9600 9600 8915 -- 1380 2, F16, R12PHXU27118 -- -- -- 7 2-3/4 11-7/8 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 2, F14, R12HLBH27118 -- -- x 7 2-3/4 11-7/8 6 12 2-3/4 15 NA16D-RS 6 10d x 1-1/2 -- 10225 10540 9600 9600 8915 -- 1380 2, F16, R12PHXU2714 -- -- -- 7 2-3/4 14 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 2, F14, R12HLBH2714 -- -- x 7 2-3/4 14 6 12 2-3/4 15 NA16D-RS 6 10d x 1-1/2 -- 10225 10540 9600 9600 8915 -- 1380 2, F16, R12PHXU2716 -- -- -- 7 2-3/4 16 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 2, F14, R12HLBH2716 -- -- x 7 2-3/4 16 6 12 2-3/4 15 NA16D-RS 6 10d x 1-1/2 -- 10225 10540 9600 9600 8915 -- 1380BPH31925 LBV3.12/9.25 x 12 3-1/8 9-1/4 3 -- 2-3/32 10 16d 4 10d -- 3440 3510 3775 3440 2815 -- 6253 x 9-1/4PHXU31925 WP29.25-2 x 7 3-1/8 9-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 130WM210-2,8, F30,MPH210-2x 12 3-1/8 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 --WM29.25-2R10THO15950-2 MIT29.5-2 x 16 3-1/16 9-1/2 2-3/8 -- 1-1/2 10 16d 6 10d 2630 2330 2490 2490 2500 1860 -- 1115 2, F30, R12BPH3195 LBV3.12/9.5 x 12 3-1/8 9-1/2 3 -- 2-3/32 10 16d 4 10d -- 3440 3510 3775 3440 2815 -- 625 2, F16, R123 x 9-1/2PHXU3195 WP29.5-2 x 7 3-1/8 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 130MPH1595-2 WM29.5-2 x 12 3-1/8 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10BPH31112 LBV3.12/11.25 x 12 3-1/8 11-1/4 3 -- 2-3/32 10 16d 4 10d -- 3440 3510 3775 3440 2815 -- 625 2, F16, R123 x 11-1/4 PHXU31112 WP211.25-2 x 7 3-1/8 11-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 130MPH15112-2 WM211.25-2 x 12 3-1/8 11-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10THO15118-2 MIT211.88-2 x 16 3-1/16 11-7/8 2-3/8 -- 1-1/2 10 16d 6 10d 2630 2330 2465 2465 2490 1845 -- 1115 2, F30, R12BPH31118 LBV3.12/11.88 x 12 3-1/8 11-7/8 3 -- 2-3/32 10 16d 4 10d -- 3440 3510 3775 3440 2815 -- 625 2, F16, R123 x 11-7/8PHXU31118 WP211.88-2 x 7 3-1/8 11-7/8 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 130MPH15118-2 WM211.88-2 x 12 3-1/8 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10BPH3114 LBV3.12/14 x 12 3-1/8 14 3 -- 2-3/32 10 16d 4 10d -- 3440 3510 3775 3440 2815 -- 625 2, F16, R123 x 14PHXU3114 -- -- x 7 3-1/8 14 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 1303-1/2 x 7-1/4 PHXU35725 WPU3.56/7.25 x 7 3-9/16 7-1/4 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 130THO35925 ITS3.56/9.25 -- 16 3-9/16 9-1/4 2-3/8 -- 2-1/2 10 10d 2 10d x 1-1/2 2050 2050 2050 2050 2050 1720 -- 265 2, F30, R12BA410,BPH35925x 12 3-9/16 9-1/4 2-3/8 -- 2-3/8 10 16d 4 10d -- 3485 3510 3775 3485 3280 -- 815 2, F16,LBV3.56/9.25R12PHM35925 WPI49.25 x 7/10 3-5/8 9-1/4 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --3-1/2 x 9-1/4PHXU35925HB3.56/9.25,HWI49.25,HWU3.56/9.25GLTV3.56/9.25,Web Stiffener Reqd.x 7 3-9/16 9-1/4 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290HLBH35925HGLTV3.56/9.25 x 7 3-5/8 9-1/4 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 2, F16,R12MPH410 WM410 -- 12 3-9/16 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10DF-L / SPI-Joist 6LVLPSLLSLDF-L / SPSPFMasonry160%2, F20,R122, F30,R122, F16,R122, F14,R12© Copyright 2013 USP Structural Connectors ®1361-800-328-5934 • www.USPconnectors.comcontinued on next page

EWP TOP MOUNT HANGER CHARTS CONTINUED© Copyright 2013 USP Structural Connectors ®USPStock No.Steel GaugeDimensions (in) Fastener Schedule 5,7 100% Allowable Loads (Lbs.) 1,2,4 DF-L/SPHeader Joist Header MaterialUplift 3Joist SizeRef. No.W H D L TF Qty Type Qty Type3-1/2 x 9-3/8 THO35938 ITS3.56/9.37 -- 16 3-9/16 9-3/8 2-3/8 -- 2-9/16 10 10d 2 10d x 1-1/2 2050 2050 2050 2050 2050 1720 -- 265THO35950 ITS3.56/9.5 -- 16 3-9/16 9-1/2 2-3/8 -- 2-7/16 10 10d 2 10d x 1-1/2 2050 2050 2050 2050 2050 1720 -- 265THO17950-2 MIT49.5 x 16 3-9/16 9-1/2 2-3/8 -- 1-9/16 10 16d 6 10d 2630 2330 2555 2555 2580 1905 -- 1115BPH3595 LBV3.56/9.5 x 12 3-9/16 9-1/2 2-3/8 -- 2-3/8 10 16d 4 10d -- 3485 3510 3775 3485 3280 -- 815PHM3595 WPI49.5 x 7/10 3-5/8 9-1/2 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --3-1/2 x 9-1/2PHXU3595HB3.56/9.5,HWI49.5,HWU3.56/9.5GLTV3.59,HGLTV3.59x 7 3-9/16 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 12902, F16,HLBH3595x 7 3-5/8 9-1/2 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420R12MPH1795-2 WM3.56/9.5 -- 12 3-5/8 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10THO35112 ITS3.56/11.25 -- 16 3-9/16 11-1/4 2-3/8 -- 2-1/2 10 10d 2 10d x 1-1/2 2050 2050 2050 2050 2050 1720 -- 265 2, F30, R12BPH35112BA412,2, F16,x 12 3-9/16 11-1/4 2-3/8 -- 2-3/8 10 16d 4 10d -- 3485 3510 3775 3485 3280 -- 815LBV3.56/11.25R123-1/2 x 11-1/4 PHXU35112HB3.56/11.25,HWI411.25,2, F14,x 7 3-9/16 11-1/4 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290HWU3.56/11.25,R12WPI411.25HLBH35112GLTV3.56/11.25,HGLTV3.56/11.25 x 7 3-5/8 11-1/4 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 2, F16,R12MPH412 WM412 -- 12 3-9/16 11-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10THO35118 ITS3.56/11.88 -- 18 3-9/16 11-7/8 2-3/8 -- 2-1/2 10 10d 2 10d x 1-1/2 2050 2050 2050 2050 2050 1720 -- 265THO17118-2 MIT411.88 x 16 3-9/16 11-7/8 2-3/8 -- 1-9/16 10 16d 6 10d 2630 2330 2355 2355 2375 1765 -- 11152, F30, R12BA3.56/11.88,BPH35118x 12 3-9/16 11-7/8 2-3/8 -- 2-3/8 10 16d 4 10d -- 3485 3510 3775 3485 3280 -- 815 2, F16,LBV3.56/11.88R12PHM35118 WPI411.88 x 7/10 3-5/8 11-7/8 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --3-1/2 x 11-7/8HB3.56/11.88,PHXU35118HWI411.88,HWU3.56/11.88,x 7 3-9/16 11-7/8 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 2, F14, R12WPU3.56/11.88HLBH35118GLTV3.511,2, F16,x 7 3-5/8 11-7/8 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420HGLTV3.511R12MPH17118-2 WM3.56/11.88 -- 12 3-5/8 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10THO35120 -- -- -- 18 3-9/16 12 2-3/8 -- 2-1/2 10 10d 2 10d x 1-1/2 2050 2050 2050 2050 2050 1720 -- 265 2, F30, R12BPH3512HWI412,2, F16,x 12 3-9/16 12 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140LBV3.56/12R123-1/2 x 12 PHXU3512 HB3.56/12 x 7 3-9/16 12 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 2, F14, R12HLBH3512GLTV3.512,2, F16,x 7 3-5/8 12 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420HGLTV3.512R12MPH3512 WMI412 -- 12 3-1/2 12 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R103-1/2 x 13 THO35130 ITS3.56/13 -- 18 3-9/16 13 2-3/8 -- 2-1/2 10 10d 2 10d x 1-1/2 2050 2050 2050 2050 2050 1720 -- 265THO35140 ITS3.56/14 -- 18 3-9/16 14 2-3/8 -- 2-1/2 12 10d 2 10d x 1-1/2 2715 2715 2715 2715 2715 2280 -- 2652, F30, R12TFI414 MIT414 -- 16 3-9/16 14 2-1/2 -- 2-1/8 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360 2, F20, R123-1/2 x 14BPH3514B3.56/14,BA3.56/14,LBV3.56/14x 12 3-9/16 14 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140PHM3514 WPI414 x 7/10 3-5/8 14 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --PHXU3514HWI414,HWU3.56/14,WPU3.56/14GLTV3.514,HGLTV3.514Web Stiffener Reqd.x 7 3-9/16 14 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 12902, F16,HLBH3514x 7 3-5/8 14 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420R12MPH3514 WMI414 -- 12 3-1/2 14 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R101) When I-joist is used as a header, all nails must be 10d x 1-1/2.2) Masonry compressive strength shall be minimum 1500 psi for MPH hangers.3) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted4) Some listed loads may be increased for short-term loading. Refer to code evaluation reports for USP Structural Connectors for details.7) NAILS:Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.New products or updated product information are designated in red font.DF-L / SPI-Joist 6LVLPSLLSLDF-L / SPSPFMasonry160%WCodeRef.2, F30,R122, F16,R122, F14,R122, F16,R122, F16,R122, F14,R12LDHTFEWP Hangerscontinued on next page1-800-328-5934 • www.USPconnectors.com 137USP2241-131

EWP TOP MOUNT HANGER CHARTS CONTINUEDEWP HangersJoist Size3-1/2 x 163-1/2 x 183-1/2 x 203-1/2 x 223-1/2 x 243-1/2 x 263-1/2 x 283-1/2 x 303-1/2 x 324 - 4-3/16 x9-1/2USPStock No.Web Stiffener Reqd.Steel GaugeDimensions (in) Fastener Schedule 5,7 100% Allowable Loads (Lbs.) 1,2,4 DF-L/SPHeader Joist Header MaterialUplift 3Ref. No.W H D L TF Qty Type Qty TypeTHO35160 ITS3.56/16 -- 18 3-9/16 16 2-3/8 -- 2-1/2 12 10d 2 10d x 1-1/2 2715 2715 2715 2715 2715 2280 -- 265 2, F30, R12TFI416 MIT416 -- 16 3-9/16 16 2-1/2 -- 2-1/8 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360 2, F20, R12BPH3516B3.56/16,BA3.56/16,LBV3.56/16DF-L / SPI-Joist 6x 12 3-9/16 16 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140PHM3516 WPI416 x 7/10 3-5/8 16 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --PHXU3516HB3.56/16,HWI416,HWU3.56/16,WPU3.56/16GLTV3.516,HGLTV3.516x 7 3-9/16 16 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 12902, F16,HLBH3516x 7 3-5/8 16 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420R12MPH3516 WMI416 -- 12 3-1/2 16 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10TFI418HIT418,2, F20,-- 16 3-9/16 18 2-1/2 -- 2-1/8 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360MIT418R12BPH3518 LBV3.56/18 x 12 3-9/16 18 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 2, F16,PHM3518 WPI418 x 7/10 3-5/8 18 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- R12HB3.56/18,PHXU3518HWI418,2, F14,x 7 3-9/16 18 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290HWU3.56/18,R12WPU3.56/18HLBH3518GLTV3.518,2, F16,x 7 3-5/8 18 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420HGLTV3.518R12MPH3518 WMI418 x 12 3-1/2 18 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10TFI420 MIT420 -- 16 3-9/16 20 2-1/2 -- 2-1/8 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360 2, F20, R12HIT420,BPH3520x 12 3-9/16 20 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 2, F16,LBV3.56/20R12PHM3520 WPI420 x 7/10 3-5/8 20 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --PHXU3520HB3.56/20,HWI420,WPU3.56/20x 7 3-9/16 20 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290HLBH3520 GLTV3.520 x 7 3-5/8 20 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 2, F16, R12MPH3520 WMI420 x 12 3-1/2 20 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10TFI422 HIT422 -- 16 3-9/16 22 2-1/2 -- 2-1/8 10 16d 2 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 360 2, F20, R12BPH3522 LBV3.56/22 x 12 3-9/16 22 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 11402, F16,HWI422,PHM3522x 7/10 3-5/8 22 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- R12WPI422PHXU3522HB3.56/22,2, F14,x 7 3-9/16 22 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290WPU3.56/22R12TFI424HIT424,2, F20,-- 16 3-9/16 24 2-1/2 -- 2-1/8 10 16d 2 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 360LBV3.56/24R12BPH3524 -- -- x 12 3-9/16 24 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 11402, F16,HWI424,PHM3524x 7/10 3-5/8 24 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- R12WPI424PHXU3524HB3.56/24,WPU3.56/24x 7 3-9/16 24 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 2, F14, R12TFI426 HIT426 -- 16 3-9/16 26 2-1/2 -- 2-1/8 10 16d 2 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 360 2, F20, R12BPH3526 LBV3.56/26 x 12 3-9/16 26 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 11402, F16,HWI426,PHM3526x 7/10 3-5/8 26 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- R12WPI426PHXU3526HB3.56/26,2, F14,x 7 3-9/16 26 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290WPU3.56/26R12BPH3528 LBV3.56/28 x 12 3-9/16 28 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 11402, F16,HWI428,PHM3528x 7/10 3-5/8 28 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- R12WPI428PHXU3528HB3.56/28,2, F14,x 7 3-9/16 28 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290WPU3.56/28R12BPH3530 LBV3.56/30 x 12 3-9/16 30 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 11402, F16,HWI430,PHM3530x 7/10 3-5/8 30 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- R12WPI430PHXU3530 HB3.56/30 x 7 3-9/16 30 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 2, F14, R12BPH3532 -- -- x 12 3-9/16 32 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 11402, F16,HWI432,PHM3532x 7/10 3-5/8 32 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- R12WPI432PHXU3532 -- -- x 7 3-9/16 32 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 130THO20950-2LBV4.12/9.5,LBV4.28/9.5,MIT4.28/9.5x 16 4-3/16 9-1/2 3 -- 2 10 16d 6 10d 2630 2330 2665 2665 2665 2240 -- 1115PHM4295 -- -- x 7/10 4-3/16 9-1/2 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 2, R12LVLPSLLSLDF-L / SPSPFMasonry160%CodeRef.2, F16,R122, F14,R122, F14,R122, F30,R12© Copyright 2013 USP Structural Connectors ®1381-800-328-5934 • www.USPconnectors.comcontinued on next page

EWP TOP MOUNT HANGER CHARTS CONTINUEDJoist Size4 - 4-3/16 x11-7/8USPStock No. Ref. No.LBV4.12/11.88,THO20118-2 LBV4.28/11.88,MIT4.28/11.88Web Stiffener Reqd.Steel GaugeDimensions (in) Fastener Schedule 5,7 100% Allowable Loads (Lbs.) 1,2,4 DF-L/SPHeader Joist Header MaterialUplift 3W H D L TF Qty Type Qty TypeDF-L / SPI-Joist 6x 16 4-3/16 11-7/8 3 -- 2 10 16d 6 10d 2630 2330 2700 2700 2700 2270 -- 1115PHM42118 -- -- x 7/10 4-3/16 11-7/8 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 2, F16, R12LVLPSLLSLDF-L / SPSPFMasonry160%CodeRef.2, F30,R12EWP Hangers© Copyright 2013 USP Structural Connectors ®4 - 4-3/16 x 144 - 4-3/16 x 164-1/2 - 4-5/8 x9-1/24-1/2 - 4-5/8 x11-7/84-1/2 - 4-5/8 x14THO20140-2LBV4.12/14,LBV4.28/14,MIT4.28/14x 12 4-3/16 14 3 -- 1-15/16 10 16d 6 10d 2630 2330 3700 3700 3700 2765 -- 1175PHM4214 -- -- x 7/10 4-3/16 14 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 2, F16, R12THO20160-2LBV4.12/16,LBV4.28/16x 12 4-3/16 16 3 -- 1-15/16 10 16d 6 10d 2630 2330 3700 3700 3700 2765 -- 1175PHM4216 -- -- x 7/10 4-3/16 16 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 2, F16, R12THO23950-2LBV4.75/9.5,MIT359.5-2x 12 4-3/4 9-1/2 3 -- 2 10 16d 6 10d 2630 3535 3635 3635 3665 2675 -- 11752, F30,R122, F30,R122,F30, R12PHM2395-2 WP359.5-2 x 7/10 4-3/4 9-1/2 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 2, F16, R12THO23118-2LBV4.75/11.88,MIT3511.88-2x 12 4-3/4 11-7/8 3 -- 2-1/8 10 16d 6 10d 2630 3535 3665 3665 3665 3005 -- 11752,F30, R12PHM23118-2 WP3511.88-2 x 7/10 4-3/4 11-7/8 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 2, F16, R12MPH23118-2 WM3511.88-2 x 12 4-5/8 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10THO23140-2LBV4.75/14,MIT3514-2,WP3514-2x 12 4-3/4 14 3 -- 2-1/8 12 16d 6 10d 2630 3535 4405 4405 4450 3265 -- 11752,F30, R12MPH2314-2 WM3514-2 x 12 4-5/8 14 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10THO23160-2 LBV4.75/16 x 12 4-3/4 16 3 -- 2-1/8 12 16d 6 10d 2630 3535 4405 4405 4450 3265 -- 1175 2, F30, R124-1/2 - 4-5/8 xPHM2316-2 WP3516-2 x 7/10 4-3/4 16 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 2, F16, R1216MPH2316-2 WM3516-2 x 12 4-5/8 16 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10THO23180-2 LBV4.75/18 x 12 4-3/4 18 3 -- 2-1/8 14 16d 6 10d 2630 3535 4685 4685 4770 3520 -- 1175 2, F30, R124-1/2 - 4-5/8 xPHM2318-2 WP3518-2 x 7/10 4-3/4 18 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 2, F16, R1218MPH2318-2 WM3518-2 x 12 4-5/8 18 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 --2, F30, R12THO23200-2 LBV4.75/20 x 12 4-3/4 20 3 -- 2-1/8 14 16d 6 10d 2630 3535 4685 4685 4770 3520 -- 11754-1/2 - 4-5/8 xPHM2320-2 WP3520-2 x 7/10 4-3/4 20 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 2, F16, R1220MPH2320-2 WM3520-2 x 12 4-5/8 20 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R105 x 9-1/4 THO25925-2 LBV5.12/9.25 x 12 5-1/8 9-1/4 3 -- 2-11/16 10 16d 6 10d 2630 3535 3665 3665 3665 3080 -- 11752, F30, R12THO25950-2 MIT39.5-2 x 12 5-1/8 9-1/2 3 -- 2-1/8 10 16d 6 10d 2630 3535 3665 3665 3665 2710 -- 11755 x 9-1/2PHM2595-2 WPI39.5-2 x 7/10 5-1/8 9-1/2 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 2, F16, R125 x 11-1/4 THO25112-2 LBV5.12/11.25 x 12 5-1/8 11-1/4 3 -- 2-1/8 10 16d 6 10d 2630 3535 3665 3665 3665 3005 -- 1175 2, F30, R125 x 11-7/8 THO25118-2LBV5.12/11.88,MIT311.88-2,WPI311.88-2x 12 5-1/8 11-7/8 3 -- 2-1/8 10 16d 6 10d 2630 3535 3665 3665 3665 3005 -- 11752, F30,R125 x 145 x 165 x 185 x 20THO25140-2 MIT314-2 x 12 5-1/8 14 3 -- 2-1/8 12 16d 6 10d 2630 3535 4405 4405 4450 3265 -- 1175PHM2514-2 WPI314-2 x 7/10 5-1/8 14 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 2, F16, R12THO25160-2 MIT5.12/16 x 12 5-1/8 16 3 -- 2-1/8 12 16d 6 10d 2630 3535 4405 4405 4450 3265 -- 1175 2, F30, R12PHM2516-2 WPI316-2 x 7/10 5-1/8 16 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 2, F16, R12THO25180-2 B5.12/18 x 12 5-1/8 18 3 -- 2-1/8 14 16d 6 10d 2630 3535 4685 4685 4770 3520 -- 1175 2, F30, R12PHM2518-2 WPI318-2 x 7/10 5-1/8 18 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 2, F16, R12THO25200-2 B5.12/20 x 12 5-1/8 20 3 -- 2-1/8 14 16d 6 10d 2630 3535 4685 4685 4770 3520 -- 1175 2, F30, R12PHM2520-2 WPI320-2 x 7/10 5-1/8 20 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- --5 x 22 PHM2522-2 WPI322-2 x 7/10 5-1/8 22 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- --2, F16,R125 x 24 PHM2524-2 WPI324-2 x 7/10 5-1/8 24 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- --1) When I-joist is used as a header, all nails must be 10d x 1-1/2.2) Masonry compressive strength shall be minimum 1500 psi for MPH hangers.3) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted4) Some listed loads may be increased for short-term loading. Refer to code evaluation reports for USP Structural Connectors for details.7) NAILS:Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. red font.WLTFHDcontinued on next page1-800-328-5934 • www.USPconnectors.com 139USP2241-131

EWP TOP MOUNT HANGER CHARTS CONTINUEDEWP HangersWeb Stiffener Reqd.Steel GaugeDimensions (in) Fastener Schedule 5,7 100% Allowable Loads (Lbs.) 1,2,4 DF-L/SPHeader JoistHeader MaterialUplift 3Joist SizeUSPStock No. Ref. No.W H D L TF Qty Type Qty TypeCodeRef.5 x 26 PHM2526-2 WPI326-2 x 7/10 5-1/8 26 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 2, F16, R125-1/4 x 7-1/4 BPH55725 HB5.50/7.25 x 10 5-9/16 7-1/4 2-1/4 -- 2-1/2 10 16d 6 10d -- 3450 3510 3775 3450 3280 -- 815 130HB5.50/9.25,PHXU559255-1/4 x 9-1/4HWU5.50/9.25x 7 5-1/2 9-1/4 3-1/4 11-1/2 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R12HLBH55925 GLTV5.50/9.25 x 7 5-9/16 9-1/4 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605BPH5595 -- -- x 12 5-9/16 9-1/2 3 -- 2-5/32 10 16d 4 10d -- 3450 3510 3775 3450 3280 -- 815PHM5595 WP5.50/9.5 x 7/10 5-5/8 9-1/2 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --HB5.50/9.5,5-1/4 x 9-1/2 PHXU5595x 7 5-1/2 9-1/2 3-1/4 11-1/2 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R12HWU5.50/9.5GLTV5.59,HLBH5595x 7 5-9/16 9-1/2 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 2, F16, R12HGLTV5.59MPH5595 WM5.50/9.5 x 12 5-5/8 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10HB5.50/11.25,PHXU55112x 7 5-1/2 11-1/4 3-1/4 11-1/2 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R125-1/4 x 11-1/4HWU5.50/11.25HLBH55112 GLTV5.50/11.25 x 7 5-9/16 11-1/4 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 16055-1/4 x 11-1/2 HLBH55115 GLTV5.511 x 7 5-916 11-1/2 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 2, F16,BPH55118 -- -- x 12 5-9/16 11-7/8 2-1/2 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1220 R12PHM55118 -- -- x 7/10 5-5/8 11-7/8 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --5-1/4 x 11-7/8 PHXU55118HB5.50/11.88,HWU5.50/11.88x 7 5-1/2 11-7/8 3-1/4 11-1/2 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R12HLBH55118 HGLTV5.511 x 7 5-9/16 11-7/8 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 2, F16, R12MPH55118 WM5.50/11.88 x 12 5-5/8 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10HB5.50/12,PHXU55125-1/4 x 12HWU5.50/12x 7 5-1/2 12 3-1/4 11-1/2 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R12HLBH5512 GLTV5.512 x 7 5-9/16 12 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 16052, F16,BPH5514 -- -- x 12 5-9/16 14 2-1/2 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1220R12PHM5514 -- -- x 7/10 5-5/8 14 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --5-1/4 x 14HB5.50/14,PHXU5514HWU5.50/14x 7 5-1/2 14 3-1/4 11-1/2 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R12HLBH5514GLTV5.514,x 7 5-9/16 14 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605HGLTV5.5142, F16,BPH5516 -- -- x 12 5-9/16 16 2-1/2 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1220 R12PHM5516 -- -- x 7/10 5-5/8 16 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --5-1/4 x 16HB5.50/16,PHXU5516HWU5.50/16x 7 5-1/2 16 3-1/4 11-1/2 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R12HLBH5516GLTV5.516,x 7 5-9/16 16 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605HGLTV5.5162, F16,BPH5518 -- -- x 12 5-9/16 18 2-1/2 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1220 R12PHM5518 -- -- x 7/10 5-5/8 18 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --5-1/4 x 18HB5.50/18,PHXU5518HWU5.50/18x 7 5-1/2 18 3-1/4 11-1/2 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R12HLBH5518GLTV5.518,HGLTV5.518x 7 5-9/16 18 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 2, F16, R12HB5.50/20,PHXU55205-1/4 x 20HWU5.50/20x 7 5-1/2 20 3-1/4 11-1/2 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R12HLBH5520 GLTV5.520 x 7 5-9/16 20 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 2, F16, R127 x 7-1/4 PHXU71725 HWU7.12/7.25 x 7 7-1/8 7-1/4 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, R12BPH71925 -- -- x 12 7-1/8 9-1/4 3 -- 2-3/8 10 16d 6 10d -- 3485 3510 3775 3485 3280 -- 1220PHM35925-2 -- -- x 7/10 7-1/8 9-1/4 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --2, F16, R127 x 9-1/4HB7.12/9.25,PHXU71925 WPI49.25-2, x 7 7-1/8 9-1/4 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R12HWU7.12/9.25HLBH71925 GLTV49.25-2 x 7 7-1/8 9-1/4 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 16052, F16,BPH7195 B7.12/9.5 x 12 7-1/8 9-1/2 3 -- 2-3/8 10 16d 6 10d -- 3485 3510 3775 3485 3280 -- 1220R12PHM3595-2 -- -- x 7/10 7-1/8 9-1/2 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --HB7.12/9.5,7 x 9-1/2 PHXU7195 WPI49.5-2, x 7 7-1/8 9-1/2 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R12HWU7.12/9.5HLBH7195 GLTV49.5-2 x 7 7-1/8 9-1/2 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 2, F16, R12MPH3595-2 WMI49.5-2 x 12 7-1/8 9-1/2 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10BPH71112 -- -- x 12 7-1/8 11-1/4 3 -- 2-3/16 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220 2, F16, R127 x 11-1/4HB7.12/11.25,PHXU71112x 7 7-1/8 11-1/4 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R12HWU7.12/11.25GLTV411.25-2,HLBH71112x 7 7-1/8 11-1/4 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 2, F16, R12HGLTV411.25-2MPH35112-2 WMI411.25-2 x 12 7-1/8 11-1/4 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10DF-L / SPI-Joist 6LVLPSLLSLDF-L / SPSPFMasonry160%2, F16,R12© Copyright 2013 USP Structural Connectors ®1401-800-328-5934 • www.USPconnectors.comcontinued on next page

EWP TOP MOUNT HANGER CHARTS CONTINUED© Copyright 2013 USP Structural Connectors ®Joist Size7 x 11-7/87 x 147 x 167 x 187 x 207 x 227 x 247 x 267 x 28USPStock No.Steel GaugeDimensions (in) Fastener Schedule 5,7 100% Allowable Loads (Lbs.) 1,2,4 DF-L/SPHeader Joist Header MaterialUplift 3Ref. No.W H D L TF Qty Type Qty TypeBPH71118 B7.12/11.88 x 12 7-1/8 11-7/8 3 -- 2-3/16 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220PHM35118-2 -- -- x 7/10 7-1/8 11-7/8 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --PHXU71118HB7.12/11.88,HWU7.12/11.88,WPI411.88-2GLTV411.88-2,HGLTV411.88-2x 7 7-1/8 11-7/8 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 12902, F16,HLBH71118x 7 7-1/8 11-7/8 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605R12MPH35118-2 WMI411.88-2 x 12 7-1/8 11-7/8 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10BPH7114 B7.12/14 x 12 7-1/8 14 3 -- 2-3/16 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220PHM3514-2 -- -- x 7/10 7-1/8 14 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --PHXU7114HB7.12/14,WPI414-2,HWU7.12/14GLTV414-2,HGLTV414-2x 7 7-1/8 14 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 12902, F16,HLBH7114x 7 7-1/8 14 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605R12MPH3514-2 WMI414-2 x 12 7-1/8 14 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10BPH7116 B7.12/16 x 12 7-1/8 16 3 -- 2-3/16 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220PHM3516-2 -- -- x 7/10 7-1/8 16 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --PHXU7116HB7.12/16,WPI416-2,HWU7.12/16GLTV416-2,HGLTV416-2x 7 7-1/8 16 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 12902, F16,HLBH7116x 7 7-1/8 16 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605R12MPH3516-2 WMI416-2 x 12 7-1/8 16 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10BPH7118 B7.12/18 x 12 7-1/8 18 3 -- 2-3/16 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220 2, F16,PHM3518-2 -- -- x 7/10 7-1/8 18 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- R12HB7.12/18,2, F14,PHXU7118 HWI418-2, x 7 7-1/8 18 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290R12HWU7.12/18GLTV418-2,HLBH7118x 7 7-1/8 18 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 2, F16, R12HGLTV418-2MPH3518-2 WMI418-2 x 12 7-1/8 18 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 8, F30, R10BPH7120 B7.12/20 x 12 7-1/8 20 3 -- 2-3/16 10 16d 6 10d -- 3455 3510 3775 3455 3280 -- 1220PHM3520-2 -- -- x 7/10 7-1/8 20 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --HB7.12/20,PHXU7120 HWI420-2,HWU7.12/20x 7 7-1/8 20 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290HLBH7120GLTV420-2,HGLTV420-2x 7 7-1/8 20 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605BPH7122 B7.12/22 x 12 7-1/8 22 3 -- 2-3/16 10 16d 6 10d -- 3455 3510 3775 3455 3280 -- 1220PHXU7122 HWI422-2 x 7 7-1/8 22 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R12HLBH7122GLTV422-2,HB7.12/22, x 7 7-1/8 22 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 2, F16, R12HGLTV7.12/22BPH7124 B7.12/24 x 12 7-1/8 24 3 -- 2-3/16 10 16d 6 10d -- 3455 3510 3775 3455 3280 -- 1220 2, F16, R12PHXU7124 HWI424-2 x 7 7-1/8 24 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R12HLBH7124PHXU7126HLBH7126PHXU7128GLTV424-2,HB7.12/24,HGLTV7.12/24B7.12/26,HB7.12/26,HWI426-2GLTV426-2,HB7.12/26B7.12/28,HB7.12/28,HWI428-2GLTV428-2,HB7.12/28Web Stiffener Reqd.x 7 7-1/8 24 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605x 7 7-1/8 26 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290x 7 7-1/8 26 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605x 7 7-1/8 28 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 12902, F16,HLBH7128x 7 7-1/8 28 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605R12PHXU7130 HWI430-2 x 7 7-1/8 30 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 2, F14, R127 x 30GLTV430-2,2, F16,HLBH7130x 7 7-1/8 30 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605HGLTV430-2R12PHXU7132 HWI432-2 x 7 7-1/8 32 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 1307 x 32GLTV432-2,2, F16,HLBH7132x 7 7-1/8 32 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605HGLTV432-2R121) When I-joist is used as a header, all nails must be 10d x 1-1/2.2) Masonry compressive strength shall be minimum 1500 psi for MPH hangers.L3) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted4) Some listed loads may be increased for short-term loading. Refer to code evaluation reports for USP Structural Connectors for details.TF7) HNAILS:Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.New products or updated product information are designated in red font.DF-L / SPI-Joist 6LVLPSL1-800-328-5934 • www.USPconnectors.com 141USP2241-131LSLDF-L / SPSPFMasonryW160%DCodeRef.2, F16,R122, F14,R122, F16,R122, F14,R122, F16,R122, F14,R122, F16,R122, F14,R122, F16,R122, F16,R122, F14,R122, F16,R122, F14,R12continued on next pageEWP Hangers

ADJUSTABLE RAFTER-TO-PLATE CONNECTORS – TMP & TMPH SERIESEWP HangersThe TMP and TMPH are designed to make rafter-to-plateconnections and eliminates time-consuming bird’s-mouth notchingor bevel plate installation. Both series are available in I-Joists sizes,as well as standard 2x sizes.TMP – Adjusts to pitches from 1/12 to 6/12.TMPH – Adjusts to pitches from 6/12 to 14/12.Materials: TMP – 18 gaugeTMPH – 16 gaugeFulcrum – 12 gaugeFinish: G90 galvanizingCodes: ESR-3446, FL822, FL13285,L.A. City RR 25971Installation:• Use all specified fasteners. See Product Notes, page 11.• Position connector on top plate. Fasten connector tooutside of top plate with specified nails. Insert rafter into rafterpocket. Adjust rafter and pocket to correct pitch. Fasten rafterto connector with specified nails. Installing the TMP requiresdriving specified nails through the opposing slots in the pocket.TMPH installation involves sliding the fulcrum until it supportsthe pocket at the desired pitch and nailing down through thefulcrum base into the top plate to lock the fulcrum into position.Typical TMPH installationHLWTMPHDfulcrum4 11 /16˝Typical TMP installation3 1 /2˝WLTMP© Copyright 2013 USP Structural Connectors ®Pitch Range:TMP – 1 /12 - 6 /12TMPH – 6 /12 - 14 /12Dimensions (in) Fastener Schedule 2,3 Allowable Loads (Lbs.) 1Plate Rafter 4DF-L / SPUSPTop SideAccording to PitchUpliftRafter Width Stock No. Ref. No. W H D L Qty Qty Type Qty Type 6/12 7/12 8/12 9/12 10/12 11/12 12/12 13/12 14/12 160%1-1/2 TMPH2 VPA2 1-9/16 2-1/2 4 6-9/16 8 2 10d 8 10d x 1-1/2 3190 3290 3390 3140 2900 2710 2520 2230 1950 2001-3/4 TMPH175 VPA25 1-13/16 2-3/8 4 6-9/16 8 2 10d 8 10d x 1-1/2 3190 3290 3390 3140 2900 2710 2520 2230 1950 2002 or 2-1/8 TMPH21VPA2.06,VPA2.12-1/8 2-5/8 4 7-3/8 8 2 10d 8 10d x 1-1/2 3190 3290 3390 3140 2900 2710 2520 2230 1950 2002-5/16 TMPH23 VPA35 2-3/8 2-1/2 4 7-3/8 8 2 10d 8 10d x 1-1/2 3190 3290 3390 3140 2900 2710 2520 2230 1950 2002-1/2 or 2-5/8 TMPH25 VPA3 2-11/16 2-5/16 4 7-3/8 8 2 10d 8 10d x 1-1/2 3190 3290 3390 3140 2900 2710 2520 2230 1950 2003 TMPH31 -- -- 3-1/8 2-11/16 4 8-9/16 8 2 10d 8 10d x 1-1/2 3190 3290 3390 3140 2900 2710 2520 2230 1950 2003-1/2 TMPH4 VPA4 3-9/16 2-1/2 4 8-9/16 8 2 10d 8 10d x 1-1/2 3190 3290 3390 3140 2900 2710 2520 2230 1950 2001) Allowable Loads may not be increased for duration of load adjustments.4) Web stiffeners are required for all Wood I-Joist installations.NAILS: red font.CodeRef.6,F16,R11142Dimensions (in) Fastener Schedule 2,3 Allowable Loads (Lbs.) 1Plate RafterDF-L / SPS-P-FUSPSteelFloor Roof Uplift Floor Roof UpliftRafter Width Stock No. Ref. No. Gauge W L Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%1-1/2 TMP2 VPA2 18 1-9/16 5-9/16 6 10d 4 10d x 1-1/2 990 990 990 220 990 990 990 2201-3/4 TMP175 VPA25 18 1-13/16 5-9/16 6 10d 4 10d x 1-1/2 1150 1150 1150 220 1150 1150 1150 2202 or 2-1/8 TMP21VPA2.06,VPA2.118 2-1/8 6-3/8 6 10d 4 10d x 1-1/2 1290 1290 1290 220 1290 1290 1290 2202-5/16 TMP23 VPA35 18 2-3/8 6-3/8 6 10d 4 10d x 1-1/2 1970 1970 1970 220 1970 1970 1970 2202-1/2 or 2-5/8 TMP25 VPA3 18 2-11/16 6-3/8 6 10d 4 10d x 1-1/2 1970 1970 1970 220 1970 1970 1970 2203 TMP31 -- -- 18 3-1/8 7-5/16 6 10d 4 10d x 1-1/2 1970 1970 1970 220 1970 1970 1970 2203-1/2 TMP4 VPA4 18 3-9/16 7-5/16 6 10d 4 10d x 1-1/2 1970 1970 1970 220 1970 1970 1970 2201) Allowable Loads are governed by test results; no further increase shall be permitted3) NAILS:New products or updated product information are designated in red font.1-800-328-5934 • www.USPconnectors.comCodeRef.6,F30,R11

SLOPE/SKEW HANGERS – LSSH SERIES© Copyright 2013 USP Structural Connectors ®The LSSH series connects rafters to ridge beams in vaulted roof structures. This seriesis field adjustable to meet a variety of skew and/or slope applications. Slopes to any pitchto 45° up or down and skews up to 45° right or left.Materials: See chartFinish: G90 galvanizing; LSSH15-TZ – G185 GalvanizingOptions: LSSH210 and LSSH31 are availablein Triple Zinc. To order, add TZ tostock number, as in LSSH210-TZ.LSSH15 and LSSH210 are availablein Stainless steel. To order, add SS to2stock number, as in LSSH15-SS.Codes: ESR-3446, FL13285,L.A. City RR 25971Installation:• Use all specified fasteners. See Product Notes, page 11.Steps:1. Position LSSH connector against plumb-cut end of joist.Fasten joist side flanges on both sides with 10d x 11/2˝ nails.Bend seat up to fit against joist bottom and drive (1) 10d x 11/2˝nail through bottom seat into rafter bottom. Drive (2) 10d x 11/2˝nails at downward angle through dimpled nailing guides.2. Lean connector and rafter end against ridge beam at desiredposition. Install 10d or 16d nails through nail holes into ridgebeam at right 90° angle. If skewing the rafter, only drive nails intoridge beam on inside flange.3. Bend flange to desired angle.4. Hammer outside flange until edge touches header. Fastenoutside flange to ridge by driving 10d or 16d nails through nailholes.• Web stiffeners are required for all wood I-Joist installations.• Designer may consider adding a tension restraint for thesupported member for roof slopes exceeding 6/12.skew to 45˚ 45° maximum3˝Slope to 45˚up or downW1 W 2W 2LSSH21013 & 4HTypical LSSH179installationW 2 W 1W 2Slope to45˚up ordownLSSH353˝HEWP HangersDimensions (in) Fastener Schedule 2,3 Allowable Loads (Lbs.)Header RafterDF-L / SP S-P-FUSPSteelFloor Roof Uplift 1 Floor Roof Uplift 1CodeRafter Width Stock No. Ref. No. Gauge W1 W2 H Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.SLOPED ONLY HANGERS1-1/2 LSSH15-TZLSU26, LSU26Z,LSSU28, LSSU28Z18 1-9/16 1-3/4 5-1/16 6 10d HDG 7 10d x 1-1/2 HDG 685 785 855 740 590 675 735 625 1301-1/2 LSSH210 LSSU210 18 1-9/16 1-3/4 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 1065 980 1125 1225 8951-3/4 LSSH179 LSSUI25 18 1-13/16 1-5/8 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 1065 980 1125 1225 8952 - 2-1/8 LSSH20LSSUI2.06,LSSU2.118 2-1/8 2-1/2 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 980 980 1125 1225 8252-1/4 - 2-5/16 LSSH23 LSSUI35 18 2-5/16 2-3/8 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 980 980 1125 1225 8252-1/2 LSSH25 LSSUH310 16 2-9/16 2-3/4 8-13/16 18 16d 12 10d x 1-1/2 2590 2600 2600 1195 2140 2185 2185 10052-5/8 LSSH26 -- -- 16 2-11/16 2-5/8 8-13/16 18 16d 12 10d x 1-1/2 2590 2600 2600 1195 2140 2185 2185 10053 LSSH31 LSSU210-2 16 3-1/8 3-3/4 8-13/16 18 16d 12 10d x 1-1/2 2590 2940 3175 1585 2140 2465 2680 13303-1/2 LSSH35 LSSU410 16 3-9/16 3-1/2 8-13/16 18 16d 12 10d x 1-1/2 2590 2940 3175 1585 2140 2465 2680 1330SKEWED HANGERS or SLOPED & SKEWED HANGERS1-1/2 LSSH15-TZLSU26, LSU26Z,LSSU28, LSSU28Z18 1-9/16 1-3/4 5-1/16 6 10d HDG 7 10d x 1-1/2 HDG 685 785 815 740 590 675 685 625 1301-1/2 LSSH210 LSSU210 18 1-9/16 1-3/4 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 1065 980 1125 1225 8951-3/4 LSSH179 LSSUI25 18 1-13/16 1-5/8 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 1065 980 1125 1225 8952 - 2-1/8 LSSH20LSSUI2.06,LSSU2.118 2-1/8 2-1/2 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 980 980 1125 1225 8252-1/4 - 2-5/16 LSSH23 LSSUI35 18 2-5/16 2-3/8 8-13/16 10 10d 7 10d x 1-1/2 1180 1345 1450 980 980 1125 1225 8252-1/2 LSSH25 LSSUH310 16 2-9/16 2-3/4 8-13/16 14 16d 12 10d x 1-1/2 1825 1825 1825 1195 1530 1530 1530 10052-5/8 LSSH26 -- -- 16 2-11/16 2-5/8 8-13/16 14 16d 12 10d x 1-1/2 1825 1825 1825 1195 1530 1530 1530 10053 LSSH31 LSSU210-2 16 3-1/8 3-3/4 8-13/16 14 16d 12 10d x 1-1/2 1920 1920 1920 1585 1615 1615 1615 13303-1/2 LSSH35 LSSU410 16 3-9/16 3-1/2 8-13/16 14 16d 12 10d x 1-1/2 1920 1920 1920 1585 1615 1615 1615 13301) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS: red font.6,F30,R116,F30,R111-800-328-5934 • www.USPconnectors.com 143USP2241-131

GIRDER HANGERS – LGU, MGU, HGU SERIESEWP HangersLGU, MGU, and HGU’s are high capacity girder to girderface mount connectors. Fastening is by WS structuralscrews for ease of installation. Fastenings are placed highon connector to permit the connection of a deep carriedmember to a shallower carrying member. Very useful wheretops of beams must be flush.Materials: See chartFinish: G90 galvanizingOptions: See Specialty Options chart.NEWH1AHInstallation:• Use all specified fasteners. See Product Notes, page 11.• WS structural screws supplied with connector.Substituting lag screws will reduce capacity.• Beams comprised of multiple plies must be laminated toact as a single member.• Multi-ply carrying beams may require additionalconnection of laminations at connector.Typical LGU, MGU, HGUinstallationWDLGU, MGU, HGU© Copyright 2013 USP Structural Connectors ®Dimensions (in)Fastener Schedule 3Allowable Loads (Lbs.)Header TrussDF-L / SPS-P-FBeam USPSteelH 2Floor Roof Uplift 1 Floor Roof Uplift 1CodeWidth Stock No. Ref. No. Gauge W (min) H1 D A Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.3-1/8 LGU325 LGU3.25-SDS 10 3-1/4 8 7-3/8 4-1/2 3-1/4 18 WS3 12 WS3 7135 7410 7410 4160 5445 6225 6225 3495LGU363 LGU3.63-SDS 10 3-5/8 8 7-3/8 4-1/2 3-1/4 18 WS3 12 WS3 7135 7410 7410 4160 5445 6225 6225 34953-1/2 MGU363 MGU3.63-SDS 10 3-5/8 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 9515 10940 11890 5100 8170 9395 10105 4285HGU363 HGU3.63-SDS 7 3-5/8 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 14705 14825 14825 7235 11610 12455 12455 6075LGU525 LGU5.25-SDS 10 5-1/4 8 7-3/8 4-1/2 3-1/4 18 WS3 12 WS3 7135 7410 7410 4160 5445 6225 6225 34955-1/8 MGU525 MGU5.25-SDS 10 5-1/4 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 9515 10940 11890 5100 8170 9395 10105 4285HGU525 HGU5.25-SDS 7 5-1/4 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 14705 14825 14825 7235 11610 12455 12455 60755-1/45-1/26-3/4MGU550 MGU5.50-SDS 10 5-1/2 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 9515 10940 11890 5100 8170 9395 10105 4285 130HGU550 HGU5.50-SDS 7 5-1/2 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 14705 14825 14825 7235 11610 12455 12455 6075MGU562 MGU5.62-SDS 10 5-5/8 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 9515 10940 11890 5100 8170 9395 10105 4285HGU562 HGU5.62-SDS 7 5-5/8 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 14705 14825 14825 7235 11610 12455 12455 6075MGU700 MGU7.00-SDS 10 7 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 9515 10940 11890 5100 8170 9395 10105 4285HGU700 HGU7.00-SDS 7 7 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 14705 14825 14825 7235 11610 12455 12455 60757 HGU725 HGU7.25-SDS 7 7-1/4 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 14705 14825 14825 7235 11610 12455 12455 60758-3/4 HGU900 HGU9.00-SDS 7 9 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 14705 14825 14825 7235 11610 12455 12455 60751) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) "Specify" denotes the required supported beam height that must be specified at the time of ordering.3) WS3 Wood Screws are 1/4" x 3" long and are included with hangers.New products or updated product information are designated in red font.Specialty Options Chart - Refer to SpecialtyOptions pages 208-209 for additional details.144Option USP Series Skewed 1 Inverted FlangeRangeLGUMGUHGULGU55% of table value.One Inverted-Flange optionavailable on some sizes. Seefootnotes 2 and 3.AllowableLoadsOrderingMGUHGULGUMGUHGU30% of uplift.65% of table value.30% of uplift.70% of table value.30% of uplift.Add SK, angle required andright (R) or left (L), to product number.Ex. LGU525H18-SK45R100% of table valueAdd 1IF and right (R) or left (L)to product number.Ex. LGU525H18-1IFR1) Skewed hangers with skews greater than 15° may have all joist fasteners on outside flange.2) One inverted-flange (1IF) is available on the following sizes.LGU363, LGU525MGU525, MGU550, MGU563, MGU700HGU525, HGU550, HGU562,HGU700, HGU725, HGU9003) The inverted flange option is not available on skewed LGU, MGU or HGU hangers.1-800-328-5934 • www.USPconnectors.com

GLULAM FACE MOUNT HANGERS – GHF SERIES© Copyright 2013 USP Structural Connectors ®Materials: See chartFinish: USP primerOptions: See Specialty Options Chart.Installation:• Use all specified fasteners. See Product Notes, page 11.Dimensions (in) Fastener Schedule 2 Allowable Loads (Lbs.) 1Header JoistDF-L / SPGlulam USPSteelFloor Roof Uplift 3CodeSize Stock No. Ref. No. Gauge W H D Qty Type Qty Type 100% 115% 125% 160% Ref.3-1/8 x 6 GHF31600 -- -- 12 3-3/16 5-7/8 2-3/8 10 WS25 4 WS25 2190 2520 2740 14003-1/8 x 7-1/2 GHF31750 -- -- 12 3-3/16 7-3/8 2-3/8 12 WS25 4 WS25 2630 3020 3285 14003-1/8 x 9 GHF31900 -- -- 12 3-3/16 8-7/8 2-3/8 16 WS25 5 WS25 3505 4030 4380 17503-1/8 x 10-1/2 GHF31105 -- -- 12 3-3/16 10-3/8 2-3/8 20 WS25 6 WS25 4380 5035 5475 21003-1/8 x 12 GHF31120 -- -- 12 3-3/16 11-7/8 2-3/8 22 WS25 6 WS25 4820 5540 5800 21003-1/8 x 13-1/2 GHF31135 -- -- 12 3-3/16 13-3/8 2-3/4 24 WS25 6 WS25 5255 5665 5800 21003-1/8 x 15 GHF31150 -- -- 12 3-3/16 14-7/8 2-3/4 26 WS25 7 WS25 5695 6550 6730 24553-1/8 x 16-1/2 GHF31165 -- -- 12 3-3/16 16-3/8 2-3/4 28 WS25 9 WS25 6130 7050 7275 31553-1/8 x 18 GHF31178 -- -- 12 3-3/16 17-3/4 2-3/4 30 WS25 11 WS25 6570 7555 7825 38553-1/4 x 9 GHF32900 -- -- 12 3-5/16 8-7/8 2-3/8 16 WS25 5 WS25 3505 4030 4380 17503-1/4 x 12 GHF32120 -- -- 12 3-5/16 11-7/8 2-3/8 22 WS25 6 WS25 4820 5540 5800 21005-1/8 x 6 GHF51600 -- -- 12 5-3/16 5-7/8 2-3/8 10 WS3 4 WS3 2190 2520 2740 14005-1/8 x 7-1/2 GHF51750 -- -- 12 5-3/16 7-3/8 2-3/8 14 WS3 4 WS3 3065 3525 3835 14005-1/8 x 9 GHF51900 -- -- 12 5-3/16 8-7/8 2-3/8 18 WS3 5 WS3 3940 4535 4930 17505-1/8 x 10-1/2 GHF51105 -- -- 12 5-3/16 10-3/8 2-3/8 22 WS3 6 WS3 4820 5540 6025 21005-1/8 x 12 GHF51120 -- -- 12 5-3/16 11-7/8 2-3/8 24 WS3 6 WS3 5255 6045 6570 21005-1/8 x 13-1/2 GHF51135 -- -- 7 5-3/16 13-3/8 2-3/8 26 WS3 6 WS3 6500 7475 8125 24005-1/8 x 15 GHF51150 -- -- 7 5-3/16 14-7/8 2-3/4 28 WS3 7 WS3 7000 8050 8750 28005-1/8 x 16-1/2 GHF51165 -- -- 7 5-3/16 16-3/8 2-3/4 30 WS3 7 WS3 7500 8625 9375 28005-1/8 x 18 GHF51178 -- -- 7 5-3/16 17-3/4 2-3/4 32 WS3 8 WS3 8000 9200 10000 32001305-1/8 x 19-1/2 GHF51192 -- -- 7 5-3/16 19-1/8 2-3/4 34 WS3 8 WS3 8500 9775 10395 32005-1/8 x 21 GHF51205 -- -- 7 5-3/16 20-3/8 2-3/4 36 WS3 9 WS3 9000 10350 10705 36005-1/8 x 24 GHF51233 -- -- 7 5-3/16 23-1/4 2-3/4 40 WS3 11 WS3 10000 11055 11330 44005-1/4 x 9 GHF52900 -- -- 12 5-5/16 8-7/8 2-3/8 18 WS3 5 WS3 3940 4535 4930 17505-1/4 x 12 GHF52120 -- -- 12 5-5/16 11-7/8 2-3/8 24 WS3 6 WS3 5255 6045 6570 21006-3/4 x 6 GHF67600 -- -- 12 6-7/8 5-7/8 2-3/8 12 WS3 4 WS3 2630 3020 3285 14006-3/4 x 7-1/2 GHF67750 -- -- 12 6-7/8 7-3/8 2-3/8 16 WS3 5 WS3 3505 4030 4380 17506-3/4 x 9 GHF67900 -- -- 12 6-7/8 8-7/8 2-3/8 20 WS3 6 WS3 4380 5035 5475 21006-3/4 x 10-1/2 GHF67105 -- -- 12 6-7/8 10-3/8 2-3/8 24 WS3 8 WS3 5255 6045 6570 28056-3/4 x 12 GHF67120 -- -- 7 6-7/8 11-7/8 2-3/4 28 WS3 8 WS3 7000 8050 8750 32006-3/4 x 13-1/2 GHF67135 -- -- 7 6-7/8 13-3/8 2-3/4 30 WS3 8 WS3 7500 8625 9375 32006-3/4 x 15 GHF67150 -- -- 7 6-7/8 14-7/8 2-3/4 32 WS3 10 WS3 8000 9200 10000 40006-3/4 x 16-1/2 GHF67165 -- -- 7 6-7/8 16-3/8 2-3/4 34 WS3 10 WS3 8500 9775 10625 40006-3/4 x 18 GHF67180 -- -- 7 6-7/8 17-3/4 2-3/4 36 WS3 12 WS3 9000 10350 11250 48006-3/4 x 19-1/2 GHF67195 -- -- 7 6-7/8 19-1/8 3 40 WS3 14 WS3 10000 11500 12500 56006-3/4 x 21 GHF67210 -- -- 7 6-7/8 20-3/8 3 44 WS3 18 WS3 11000 12650 13000 72006-3/4 x 22-1/2 GHF67225 -- -- 7 6-7/8 21-7/8 3 46 WS3 20 WS3 11500 13000 13000 80006-3/4 x 24 GHF67240 -- -- 7 6-7/8 23-1/4 3 48 WS3 22 WS3 12000 13000 13000 88001) Allowable loads based on seat bearing calculated at 560 psi perpendicular to grain.Typical GHF51135installationWGHF2 1 /8˝HTypicalGHF51135IFinverted flangeinstallationDEWP HangersSpecialty Options Chart – refer to Specialty Options pages 208-209 for additional details.Option Skewed 1,3 Sloped Seat 2 Sloped / Skewed 1,2 Inverted FlangeRange Allowable Loads OrderingSK, (R)(L), SL, (U) (D),IF 1-800-328-5934 • www.USPconnectors.com 145USP2241-131

BOLTED GLULAM BEAM HANGERS – KEG, KLEG, & KMEG SERIESEWP HangersBolt-only fastening, heavy steel construction, and acontinuous top flange allow the KLEG, KMEG, andKEG products to have high load capacities.KLEG – (4) bolt light-duty hanger.KMEG – (6) bolt medium-duty hanger.KEG – (8) bolt heavy-duty hanger.Materials: See chartFinish: USP primerOptions: See Specialty Options Chart.Codes: ESR-3444, FL11664,L.A. City RR 25749Beam height dimension (H) mustbe specified when ordering.Installation:• Use all specified fasteners. See Product Notes,page 11.• Bolts are not supplied unless ordered separately.Bolts provided by other suppliers must meet orexceed ASTM A 307 Grade A, or ASME SAE Grade 2,or better.• Minimum header height is 10˝ for the KLEG;13˝ for the KMEG; 20˝ for the KEG.4˝4˝L3˝3˝DWKLEG3L4˝4˝4˝4˝WDKEG5TF4˝8 1 /4˝3˝HTF17 1 /2˝H3˝3˝KMEG5Typical KLEG5installationLDTH4˝3˝3˝11 1 /4˝H© Copyright 2013 USP Structural Connectors ®Steel Ga. Dimensions (in) Bolt ScheduleAllowable Loads (Lbs.)Header JoistF C^ = 560 psiWith Top Flange 1 Without Top Flange 1UpliftBeam USPFloor Roof Floor RoofWidth Stock No. Ref. No W H 3 D TF L Qty Dia. Qty Dia. 100% 125% 100% 125% 160%3-1/8 KLEG3 LEG3 7 7 3-1/4 specify 6 2-1/2 12 4 3/4 2 3/4 11940 12200 3540 4420 3845KLEG5 LEG5 7 7 5-1/4 specify 6 2-1/2 12 4 3/4 2 3/4 11940 12200 3540 4420 56205-1/8 KMEG5 MEG5 7 7 5-1/4 specify 6 2-1/2 12 6 3/4 2 3/4 12635 12635 5285 6610 5620KEG5 EG5 3 7 5-1/4 specify 6 2-1/2 12 8 1 2 1 17615 19920 9215 11520 7305KLEG7 LEG7 7 7 6-7/8 specify 6 2-1/2 12 4 3/4 2 3/4 11940 12200 3540 4420 56356-3/4 KMEG7 MEG7 7 7 6-7/8 specify 6 2-1/2 12 6 3/4 2 3/4 12635 12635 5285 6610 5635KEG7 EG7 3 7 6-7/8 specify 6 2-1/2 13-1/2 8 1 2 1 18695 21005 9245 11555 9215Top FlangeU-Strap8-3/4 KEG9 EG9 3 7 8-7/8 specify 6 2-1/2 15-1/2 8 1 2 1 20125 21220 9275 11595 924010-3/4 KEG11 -- -- 3 7 10-7/8 specify 6 2-1/2 17-1/2 8 1 2 1 21545 23870 9295 11620 92601) Allowable loads are for a supporting member with a width of 5-1/2", and 560 psi perpendicular to grain loading in single shear.2) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted.3) "Specify" denotes the required supported beam height that must be specified at the time of ordering.CodeRef.2,F20,R12Specialty Options Chart – refer to Specialty Options pages 208, 210-211 for additional details.Option Skewed 3 Sloped Seat Top Flange Offset 1,2Range -- --AllowableLoadsKLEG - 10000 lbs. Max.KMEG - 10000 lbs. Max.KEG - 14250 lbs. Max.KLEG - 9665 lbs. Max.KMEG - 9665 lbs. Max.KEG - 9665 lbs. Max.KLEG - 5665 lbs. Max.KMEG - 5665 lbs. Max.OrderingAdd SK, angle required,and right (R) or left (L),to product number.Ex. KLEG3H112-SK45RAdd SL, slope required,and up (U) or down (D),to product number.Ex. KLEG3H112-SL30DAdd OS, andright (R) or left (L),to product number.Ex. KLEG3H112-OSL1) Top flange offset hangers may not be skewed. 3) Carried member must have square cut end on skewed option. Refer to2) Top flange offset option is not available for KEG Typical PHXU hanger, skewed, left shown, Type B illustration on page 210.1461-800-328-5934 • www.USPconnectors.com

GLULAM HANGERS – KGB, KHGB, & KHHB SERIES© Copyright 2013 USP Structural Connectors ®These hangers cover medium-to-heavy glulam beam andpurlin applications.KHHB – Medium-duty hanger.KGB – Medium to heavy-duty hanger.KHGB – Heavy-duty hanger.Materials: 7 gaugeFinish: USP primerCodes: ESR-3444, FL11664, L.A. City RR 25749Beam height dimension (H) mustbe specified when ordering.Installation:• Use all specified fasteners. See Product Notes, page 11.• Minimum height (H) is 71/2˝.See Welded Installation chart on page 212Typical KHHB installationHDWKHHB2 1 /2˝EWP HangersDimensions (in) 2 Fastener Schedule 4 Allowable Loads (Lbs.)Header 3 Joist F C^ = 625 psi Uplift 1Beam USPTop Face Floor RoofCodeWidth Stock No. Ref. No. W H D Qty Qty Type Qty Type 100% 115% 125% 160% Ref.3-1/8KHHB3 HHB3 3-1/4 specify 3 4 6 WS3 6 WS3 5275 5505 5655 2440 2, F20, R12KGB3 GB3 3-1/4 specify 3-1/2 4 10 WS3 6 WS3 6915 7295 7550 2440 130KHHB5 HHB5 5-1/4 specify 3 4 6 WS3 6 WS3 5275 5505 5655 2440 2, F20, R125-1/8 KGB5 GB5 5-1/4 specify 3-1/2 4 10 WS3 6 WS3 6915 7295 7550 2440KHGB5 HGB5 5-1/4 specify 4 4 12 WS3 6 WS3 8050 8505 8810 2440130KHHB7 HHB7 6-7/8 specify 3 4 6 WS3 6 WS3 5275 5505 5655 2440 2, F20, R126-3/4 KGB7 GB7 6-7/8 specify 3-1/2 4 10 WS3 6 WS3 6915 7295 7550 2440KHGB7 HGB7 6-7/8 specify 4 4 12 WS3 6 WS3 8050 8505 8810 24401301) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) "Specify" denotes the required supported beam height must be specified at the time of ordering.1-800-328-5934 • www.USPconnectors.com 147USP2241-131

GLULAM BEAM HANGERS – KGLT & KHGLT SERIESEWP HangersThese heavy beam hangers are designed for use with glulamand timber beams. The continuous top mount flange offers highload capacity with minimal nailing.KGLT – Medium-duty hanger.KHGLT – Heavy-duty hanger.Materials: See chartFinish: USP primerOptions: See Specialty Options Chart.Codes: ESR-3444, L.A. City RR 25749,FL11664Beam height dimension (H) mustbe specified when ordering.Installation:• Use all specified fasteners. See Product Notes, page 11.WL2 1 /2˝6 3 /4˝H6˝Typical KGLT5 installationL3 1 /2˝HW5˝2 1 /2˝© Copyright 2013 USP Structural Connectors ®See Welded Installation chart on page 212KHGLTKGLTBeamWidth3-1/8Specialty Options Chart – refer to Specialty Options pages 208, 210-211 for additional details.Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Sloped Top Flange 4 Top Flange Offset SaddleRange AllowableLoadsUSPStock No.Steel GaugeTopDimensions (in) 4 Fastener Schedule 5Allowable Loads (Lbs.) 2Header Joist F C^ = 460 psi F C^ = 625 psiTop Face Floor Roof Floor RoofRef. No. Flange U-Strap W H L Qty Qty Type Qty Type 100% 3 115% 125% 100% 3 115% 125% 160%KGLT3 GLT3 3 7 3-1/4 specify 10 4 6 WS3 8 WS3 7545 7815 7995 --- --- --- 2870KHGLT3 HGLT3 3 7 3-1/4 specify 12 6 12 WS3 6 WS3 10150 10380 10530 12965 13400 13400 24403-1/2KGLT4 3 7 3-5/8 specify 10 4 6 WS3 8 WS3 7545 7815 7995 --- --- --- 2870KHGLT4 3 7 3-5/8 specify 12 6 12 WS3 6 WS3 10490 11025 11385 12965 13400 13400 24405-1/8KGLT5 3 7 5-1/4 specify 10 4 6 WS3 8 WS3 7545 7815 7995 --- --- --- 2870KHGLT5 3 7 5-1/4 specify 12 6 12 WS3 6 WS3 10490 11025 11385 12965 13400 13400 24405-5/16 KHGLT537 3 7 5-3/8 specify 12 6 12 WS3 6 WS3 10490 11025 11385 12965 13400 13400 24405-1/2KGLT6 3 7 5-5/8 specify 10 4 6 WS3 8 WS3 7545 7815 7995 --- --- --- 2870KHGLT6 3 7 5-5/8 specify 12 6 12 WS3 6 WS3 10490 11025 11385 12965 13400 13400 24406-3/4KGLT7 3 7 6-7/8 specify 12 4 6 WS3 8 WS3 7545 7815 7995 --- --- --- 2870KHGLT7 3 7 6-7/8 specify 12 6 12 WS3 6 WS3 10490 11025 11385 12965 13400 13400 24408-3/4KGLT9 -- -- 3 7 8-7/8 specify 14 4 6 WS3 8 WS3 7545 7815 7995 --- --- --- 2870KHGLT9 3 7 8-7/8 specify 14 6 12 WS3 6 WS3 11640 12175 12535 13400 13400 13400 244010-3/4 KHGLT11 -- -- 3 7 10-7/8 specify 16 6 12 WS3 6 WS3 12790 13325 13400 13400 13400 13400 2440New products or updated product information are designated in red font.Uplift 1CodeRef.2,F20,R12OrderingSK, (R) (L),SL, (U) (D),SF, (R) (L),OS, (R) (L),SA, 1481-800-328-5934 • www.USPconnectors.com

HINGE CONNECTORS & SEISMIC STRAPS – KHC & KHCST SERIESKHC – Supports a glulam beam off of another glulam beam. Refer to theOptional Horizontal Loading Chart for design variations.KHCST – Seismic straps can be installed during construction or added asa retrofit item.Materials: See chartFinish: USP primerCodes: ESR-3444, L.A. City RR 25749,FL11664F 1KHCST strapEWP Hangers© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes, page 11.• To allow for wood shrinkage, position bolts in slots away from thebearing seat.• For dapped beams, reduce the “H” dimension by the “PT”dimension for each dap.KHC Optional Horizontal Loading ChartRotationAllowable Loads (Lbs.) 1Bolts 2 Seismic/Bolts 2DF-L / SPUSPMin.BeamStock No.H 3F1Prefix Ref. No. (in) Qty Dia. Qty Dia.160%* KHC HCA 8 2 3/4 -- -- -- -- -- --* KHC2T -- -- 9 2 3/4 2 3/4 -- --KHC2CT HC2CTA 12 2 3/4 2 3/4 9445KHCCT HCCTA 12 2 3/4 3 3/4 14170KHC4CT HC4CTA 12 2 3/4 4 3/4 18895* KHC3 HC3A 8 3 3/4 -- -- -- -- -- --* KHC3T -- -- 9 3 3/4 3 3/4 -- --KHC2C3T -- -- 12 3 3/4 2 3/4 9445KHCC3T HCC3TA 12 3 3/4 3 3/4 14170KHC4C3T HC4C3TA 12 3 3/4 4 3/4 18895PT3˝HWTypical KHCinstallationPDKHC3Dimensions (in) (2) Rotation Bolts 3 Per Beam (3) Rotation Bolts 3 Per BeamBeamWidth5-1/86-3/48-3/410-3/4Allowable Loads (Lbs.) 1 Allowable Loads (Lbs.) 1 CodeRef.USPStock No.SteelDF-L / SPDF-L / SPSuffix Ref. No. Gauge W PD PT H 2 410 psi 560 psi H 2 410 psi 560 psi55 HCA5-5 7 5-1/4 5 3/4 17-1/2 10505 14350 14 10505 1435056 HCA5-6 7 5-1/4 6 3/4 22-3/4 12610 17220 17-1/2 12610 1722057 HCA5-7 7 5-1/4 7 3/4 28-3/4 14710 20090 21-3/4 14710 2009059 HCA5-9 7 5-1/4 9 3/4 43-1/2 18910 25830 32 18910 2583075 HCA7-5 7 6-7/8 5 1 20-3/4 13840 18900 16 13840 1890076 HCA7-6 7 6-7/8 6 1 27-1/2 16605 22680 20-3/4 16605 2268077 HCA7-7 7 6-7/8 7 1 35-1/2 19375 26460 26-1/4 19375 2646079 HCA7-9 7 6-7/8 9 1 55 24910 34020 40 24910 3402095 HCA9-5 7 8-7/8 5 1-1/4 24-3/4 17940 24500 18-3/4 17940 2450096 HCA9-6 7 8-7/8 6 1-1/4 33-1/2 21525 29400 24-3/4 21525 2940097 HCA9-7 7 8-7/8 7 1-1/4 43-3/4 25115 34300 32 25115 3430099 HCA9-9 7 8-7/8 9 1-1/4 69-1/4 32290 44100 49-3/4 32290 44100115 HCA11-5 3 10-7/8 5 1-1/2 27-1/4 22040 30100 20-1/4 22040 30100116 HCA11-6 3 10-7/8 6 1-1/2 37-1/4 26445 36120 27 26445 36120117 HCA11-7 3 10-7/8 7 1-1/2 49-1/4 30855 42140 35-1/4 30855 42140119 HCA11-9 3 10-7/8 9 1-1/2 78-1/4 39670 54180 55-1/4 39670 541801) Allowable loads shall not be further increased for duration.2) The minimum height is for loads shown. For heights less than the minimum shown reduce the allowable loads in direct proportion.New products or updated product information are designated in red font.2R12KHC3side viewKHC3top viewcontinued on next page1-800-328-5934 • www.USPconnectors.com 149USP2241-131

HINGE CONNECTORS & SEISMIC STRAPS – KHC & KHCST SERIES CONT.EWP HangersKHC4CTKHC4C3TKHCCTKHC2C3TKHC2TKHC3T© Copyright 2013 USP Structural Connectors ®KHCC3TKHCKHC3Rotation tabsLWKHCSTSeismic tabsSeismic Straps - KHCST seriesDimensions (in)Bolt ScheduleAllowable Loads (Lbs.) 1,2USPSteelDF-L / SPStock No. 3 Ref. No. Gauge W L Qty Dia. F1 (160%)KHCST2 -- --KHCSTR2 HCSTR2KHCST3 -- --KHCSTR3 HCSTR3KHCST4 -- --KHCSTR4 HCSTR47733-1/23-1/23-1/225-5/831-5/837-5/84683/43/43/4995014500201451) Allowable loads are for straps used in pairs, and are increased 60% for windor seismic loads; no further increase shall be permitted. red font.CodeRef.2,R12KHC2CT1501-800-328-5934 • www.USPconnectors.com

GLULAM SADDLE HANGERS – KGLS, KGLST, KHGLS, & KHGLST SERIES© Copyright 2013 USP Structural Connectors ®KGLS – Saddle hanger.KGLST – Saddle hanger with seismic straps.KHGLS – Heavier version of KGLS.KHGLST – Heavier version of KGLST.Materials: Top flange - 3 gauge; Stirrup - 7 gaugeFinish: USP primerOptions: See KGLS & KHGLS Specialty Options Chart.Codes: ESR-3444, L.A. City RR 25749, FL11664Beam height dimension (H) mustbe specified when ordering.Installation:• Use all specified fasteners. See Product Notes, page 11.• Loads and nail schedule apply to each saddle hanger stirrup.• Minimum header height is 81⁄ 2˝ for the KGLS; 81⁄ 2˝ for the KGLST;101⁄ 2˝ for the KHGLS, and 101⁄ 2˝ for the KHGLST.• KGLST and KHGLST models include seismic straps which must be installed with (3) 3⁄4˝thru-bolts in each supported member and (2) 3⁄4˝ thru-bolts into the supporting beams.See Welded Installation chart on page 212WTFDKGLSLHHWTypical KHGLSTinstallationTFLDKHGLSTEWP HangersSupportedGlulamBeam Size3-1/85-1/86-3/48-3/4KGLS & KHGLS Specialty Options Chart – refer to Specialty Options pages 208, 210-211 for additional details.Option Skewed 1 Sloped Seat 2 Sloped / Skewed 1,2 Sloped Top Flange 3 Top Flange Offset SaddleRange AllowableLoadsDimensions (in) 4HeaderKHGLS - may notbe sloped / skewed.Fastener ScheduleAllowable Loads (Lbs.) 1F C^ = 560 psiUpliftTensionWood Screws 1,2 Bolts Wood Screws 1,2 Bolts Floor RoofUSPStock No. Ref. No. W H 4 D L TF Qty Type Qty Dia. Qty Type Qty Dia. 100% 115% 125% 160% 160%KGLS35 GLS3-5 3-1/4 specify 5 6 5-1/4 6 WS3 -- -- -- -- 6 WS3 -- -- -- -- 10275 10505 10655 2440 -- --KGLST35 -- -- 3-1/4 specify 6-1/2 10 5-1/4 6 WS3 2 3/4 6 WS3 3 3/4 12900 13130 13280 2440 15120KGLS37 GLS3-7 3-1/4 specify 5 6 6-7/8 6 WS3 -- -- -- -- 6 WS3 -- -- -- -- 10275 10505 10655 2440 -- --KGLST37 -- -- 3-1/4 specify 6-1/2 10 6-7/8 6 WS3 2 3/4 6 WS3 3 3/4 12900 13130 13280 2440 15120KGLS39 GLS3-9 3-1/4 specify 5 6 8-7/8 6 WS3 -- -- -- -- 6 WS3 -- -- -- -- 10275 10505 10655 2440 -- --KGLST39 -- -- 3-1/4 specify 6-1/2 10 8-7/8 6 WS3 2 3/4 6 WS3 3 3/4 12900 13130 13280 2440 15120KGLS55 GLS5-5 5-1/4 specify 5 9 5-1/4 6 WS3 -- -- -- -- 6 WS3 -- -- -- -- 14710 14980 15160 2440 -- --KGLST55 -- -- 5-1/4 specify 6-1/2 12 5-1/4 6 WS3 2 3/4 6 WS3 3 3/4 19015 19285 19465 2440 15120KGLS57 GLS5-7 5-1/4 specify 5 9 6-7/8 6 WS3 -- -- -- -- 6 WS3 -- -- -- -- 15875 16105 16255 2440 -- --KGLST57 -- -- 5-1/4 specify 6-1/2 12 6-7/8 6 WS3 2 3/4 6 WS3 3 3/4 20180 20410 20560 2440 15120KHGLS5 HGLS5 5-1/4 specify 6-1/2 12 specify 14 WS3 -- -- -- -- 8 WS3 -- -- -- -- 20685 20990 21195 3250 -- --KHGLST5 -- -- 5-1/4 specify 6 12 specify 14 WS3 2 3/4 8 WS3 3 3/4 19250 19555 19760 3250 15120KGLS77 GLS7-7 6-7/8 specify 5 12 6-7/8 6 WS3 -- -- -- -- 6 WS3 -- -- -- -- 20425 20655 20805 2440 -- --KGLST77 -- -- 6-7/8 specify 6-1/2 12 6-7/8 6 WS3 2 3/4 6 WS3 3 3/4 24475 24745 24925 2440 15120KGLS79 GLS7-9 6-7/8 specify 5 12 8-7/8 6 WS3 -- -- -- -- 6 WS3 -- -- -- -- 20425 20655 20805 2440 -- --KGLST79 -- -- 6-7/8 specify 6-1/2 12 8-7/8 6 WS3 2 3/4 6 WS3 3 3/4 26095 26325 26475 2440 15120KHGLS7 HGLS7 6-7/8 specify 6 12 specify 14 WS3 -- -- -- -- 8 WS3 -- -- -- -- 20985 21615 22035 3250 -- --KHGLST7 -- -- 6-7/8 specify 6-1/2 14 specify 14 WS3 2 3/4 8 WS3 3 3/4 23785 24415 24835 3250 15120KHGLS9 HGLS9 8-7/8 specify 6 12 specify 14 WS3 -- -- -- -- 8 WS3 -- -- -- -- 20985 21615 22035 3250 -- --KHGLST9 -- -- 8-7/8 specify 6-1/2 16 specify 14 WS3 2 3/4 8 WS3 3 3/4 26585 27215 27635 3250 151201) Allowable loads and fastener schedules apply to each side of the saddled hanger. 4) Hangers with seismic straps may require a minimum joist depth. Consult USP for additional information. New products or updated product information are designated in red font.JoistCodeRef.2,F20,R12OrderingSK, (R) (L),SL, (U) (D),SA, 1-800-328-5934 • www.USPconnectors.com 151USP2241-131

TRUSS & RAFTER TIEDOWNSMOISTURE BARRIER PLATES . . . . . .PAGE 153• NOP SeriesProtects bottom chord of trusses from moisture damage.NOPEMBEDDED TRUSS ANCHORS PAGES153-157• LPTA & HLPTA75Low profile truss anchors provide uplift and lateral loadresistance.Truss & Rafter• HTA SeriesStrap truss anchor provides uplift and lateral load resistance.• DTCStrap truss anchor provides uplift and higher lateral loadresistance.UPLIFT ssUplift Girder GIRDER Ties TIES . . . . . . . .Pages .PAGES 157-159149-151• RUSCRetrofit Strap Connector provides a wood-to-wood upliftconnection with WS Wood Screws.• UGTS & USC SeriesWraparound truss anchor mechanically fastens into the face ofmasonry or concrete.HTALPTAHLPTA75DTC© Copyright 2013 USP Structural Connectors ®• RFUSRetrofit truss anchor installed mechanically fastens into the face ofmasonry or concrete.RUSCUGTSUSCRFUSGIRDER TIEDOWNS . . . . . . . .PAGES 159-161• LUGT SeriesLight capacity girder truss anchor nails to the truss/rafter and the stud.Can also be used for masonry applications.• MUGT15Medium capacity girder truss anchor wraps over the top chord andbolts to the concrete or tension tie.• HUGT SeriesHeavy capacity girder truss anchor installs over the top chord and boltsto the concrete or tension tie.MASONRY UPLIFT CONNECTORS . . .PAGE 161• SHA SeriesHeavy capacity uplift connector bolts both to the truss and masonry.HURRICANE GUSSET ANGLES . . . . . .PAGE 162• HGA SeriesConnects gable trusses to top plates.LUGT MUGT15 HUGTHGASHAHURRICANERETRO-FITCONNECTOR . . . . . . . . . . . . PAGES 162 -163• RT16MRetro-fit connector for trusses installed on top plates.RT16MHURRICANE/SEISMICANCHORS . . . . . . . . . . . . . . .PAGES 163-165• HC520, HCPRS, HHCP2, LFTA6, & RT SeriesTop plate to truss anchors.RT15RT7HCPRSHHCP2LFTA61521-800-328-5934 • www.USPconnectors.com

MOISTURE BARRIER PLATES – NOP SERIESMoisture Barrier Plates protect the bottom chordsof trusses from moisture damage caused by directcontact with concrete. These plates eliminate theneed for more expensive treated wood plates.Materials: See chartFinish: G90 galvanizingWLNOP1WNOP4L© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes,page 11.• Pre-attach to truss bottom chord or rafter usingprepunched prongs and/or 6d common nails toprevent wood-to-concrete contact.Dimensions (in) Fastener Schedule 1USPSteelCodeSize Stock No. Ref. No. Gauge W L Qty Type Ref.NOP2X TSS2, TBP8 26 1-7/16 8 -- -- -- --2xNOP1 -- -- 22 1-1/2 8 2 6d 1204x NOP4 TSS2-2 26 3-1/2 8 2 6d1) Nails: 6d nails are 0.120" dia. x 2" long.EMBEDDED TRUSS ANCHORS – LPTA SERIESWLNOP2XNOP4Typical NOP4installationTruss & RafterLow profile design attaches to 2 x 4 or larger bottom chords andprovides uplift and lateral load resistance.Materials: 18 gaugeFinish: G90 galvanizingCodes: 2031CInstallation:• Use all specified fasteners. See Product Notes, page 11.• Embed LPTA 4˝ into concrete tie beam or masonry bondbeam.• Anchors should be spaced no closer than 8˝ center-to-center.• Moisture barrier may be required.F2UpliftTypical LPTAinstallationF1Dimensions (in) Fastener Schedule 2,3 Allowable Loads (Lbs.)Rafters/Truss Uplift 1 F1 F2USPSteelMinDF-L / SP S-P-FCodeStock No. Ref. No. Gauge W H Qty. 3Type 160% 160% 160% 160% Ref.LPTA LTA2 18 5 8-1/4 10 10d x 1-1/2 1250 1250 810 1500 L11) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meetpublished allowable load of product.3) NAILS:WH1 7 /16˝1 3 /4˝LPTA1-800-328-5934 • www.USPconnectors.com 153USP2241-131

EMBEDDED TRUSS ANCHOR – HLPTA75The HLPTA75 is designed and tested to provide higher lateral capacity andnet uplift. Offers greater pullout resistance and is compatible with bond beamreinforcing.Materials: 18 gaugeFinish: G90 galvanizingCodes: FL1247Patent: #7,254,919Truss & RafterInstallation:• Use all specified fasteners. See Product Notes, page 11.• Embed in concrete tie beam or masonry bond beam until the seat is restingon the surface.• Minimum of one #7 rebar or two #5 rebars through the theoretical shearcone is required.• Grout or concrete compressive strength shall be 2,000 psi at 28 days.• Minimum spacing between anchors is 10˝ to achieve full design loadcapacities on single anchors.• When used in a double rebar installation, concrete tie beam stirrup shouldbe sized to accommodate connector leg placement.• Designer shall verify connector clearance when using in conjunction withstirrups and two rebar applications.• Verify grout is not in contact with truss member. Moisture barrier may berequired.Typical HLPTA75 singlerebar installationConcrete tie wallTie beamreinforcingMasonry wall© Copyright 2013 USP Structural Connectors ®Typical HLPTA75 doublerebar installation4 15/16˝TrussmemberF 2 F 1UpliftTrussmemberF 2 F1Uplift9 9/16˝5 1/8˝1 9/16˝13/16˝Typical HLPTA75single anchor installationTypical HLPTA75double anchor installation1 3/16˝HLPTA7513/16˝USPStock No.HLPTA75Fastener Schedule 2 Allowable Loads (Lbs.) 1Steel InstallationSeat Plate Truss/Rafter DF-L / SP (160%) S-P-F (160%)CodeRef. No. Gauge Type Qty Type Qty Type F1 F2 Uplift F1 F2 Uplift Ref.-- -- 18Single Anchor 2 10d x 1-1/2 20 10d x 1-1/2 1860 1715 2125 1860 1160 2125 F22Double Anchor -- -- -- -- 40 10d x 1-1/2 2040 2100 3500 2040 2100 3500 1301) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted.2) NAILS:1541-800-328-5934 • www.USPconnectors.com

EMBEDDED TRUSS ANCHORS – HTA, TA, & TAR SERIESHTA – Offers a higher capacity alternative to the TA model with two rows ofnails.TA – Anchors are rated for both uplift and lateral loads. They can be installedstraight or field-bent around truss or rafter members. An embossedembedment line assures accurate embedment depth.TAR – Riveted anchors provide a moisture barrier in addition to uplift andlateral resistance all in one product.F 1F 2© Copyright 2013 USP Structural Connectors ®Materials:Finish:Options:Codes:HTA-18 – 18 gauge; HTA – 16 gauge; TA & TAR – 14 gaugeG90 galvanizingHTA20 is available in Triple Zinc. To order,add TZ to stock number, as in HTA20-TZ.NER 608, 2031CInstallation:• Use all specified fasteners. See Product Notes, page 11.• Embed 4˝ into concrete tie beam or masonry bond beam.• For double anchor installations: anchors should be installed onopposite sides of wood member and centered in masonry bond beam.• Designer may specify alternative nailing schedules. Refer to Nail Specificationtable on page 15 for nail shear values, load values shall not exceed publishedallowable loads.• When using alternative nailing schedules, lower-most holes in strap shall befilled progressing upward towards the top of the strap.• Moisture barrier may be required for HTA installations.Typical HTA24-18installationWH4˝EmbedmentTruss & Rafter1 1 /2˝HTA24-18UpliftF 1F 2Typical TA18installationW1˝ Typ.H4˝Embedment1-800-328-5934 • www.USPconnectors.com 155USP2241-1311 1 /2˝TA24continued on next page

EMBEDDED TRUSS ANCHORS – HTA, TA, & TAR SERIES CONT.UpliftWF 1F 2HTruss & RafterTypical TA16RinstallationOut of ConcreteFastener Schedule 3,5,8Single AnchorDF-L / SP S-P-F F1 F2 DF-L / SPS-P-F F1 F2USPWMin1 Ply 1 Ply Min1 Ply 2 Ply or > 1 Ply 2 Ply or >CodeStock No. Ref. No. (in) H (in) Type 160% 160% 160% 160% Qty. 7 Type 160% 160% 160% 160% 160% 160% Ref.HTA16-18META12,META161-1/4 12 10 10d x 1-1/2 1400 1400 395 325 10 10d x 1-1/2 2800 2800 2800 2800 790 650HTA20-18META18,META201-1/4 16 10 10d x 1-1/2 1400 1400 395 325 10 10d x 1-1/2 2800 2800 2800 2800 790 650 L1HTA24-18META22,META241-1/4 20 10 10d x 1-1/2 1400 1400 395 325 10 10d x 1-1/2 2800 2800 2800 2800 790 650HTA12 HETA12 1-1/4 8 8 10d x 1-1/2 1600 1265 590 660 8 10d x 1-1/2 3200 3200 2530 2530 1180 1320HTA16 HETA16 1-1/4 12 10 10d x 1-1/2 1615 1585 590 660 10 10d x 1-1/2 3230 3230 3170 3170 1180 1320HTA20 HETA20 1-1/4 16 10 10d x 1-1/2 1615 1585 590 660 10 10d x 1-1/2 3230 3230 3170 3170 1180 1320L8HTA24 HETA24 1-1/4 20 10 10d x 1-1/2 1615 1585 590 660 10 10d x 1-1/2 3230 3230 3170 3170 1180 1320HTA48HETA40,META401-1/4 42-1/2 10 10d x 1-1/2 1615 1585 590 660 10 10d x 1-1/2 3230 3230 3170 3170 1180 1320 130TA12 -- -- 1 6-3/4 5 10d x 1-1/2 990 790 245 335 5 10d x 1-1/2 1980 1980 1580 1580 490 670TA14 -- --TA14R META12/TSS21 8-3/4 7 10d x 1-1/2 1205 1110 245 335 7 10d x 1-1/2 2410 2410 2220 2220 490 670TA16 -- --TA16RHETA16/TSS2, 1 10-3/4 8 10d x 1-1/2 1205 1205 245 335 8 10d x 1-1/2 2410 2410 2410 2410 490 670META16/TSS2TA18 -- --TA18R META18/TSS21 12-3/4 8 10d x 1-1/2 1205 1205 245 335 8 10d x 1-1/2 2410 2410 2410 2410 490 670TA20 -- --L1TA20RHETA20/TSS2, 1 14-3/4 8 10d x 1-1/2 1205 1205 245 335 8 10d x 1-1/2 2410 2410 2410 2410 490 670META20/TSS2TA22 -- --TA22R META22/TSS21 16-3/4 8 10d x 1-1/2 1205 1205 245 335 8 10d x 1-1/2 2410 2410 2410 2410 490 670Qty. 7 Per Anchor4˝embedmentTA20R8 1 /2˝TA24 -- --TA24RHETA24/TSS2, 1 18-3/4 8 10d x 1-1/2 1205 1205 245 335 8 10d x 1-1/2 2410 2410 2410 2410 490 670META24/TSS2TA36 -- -- 1 30-3/4 8 10d x 1-1/2 1205 1205 245 335 8 10d x 1-1/2 2410 2410 2410 2410 490 670 1301) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Anchors are installed on opposite sides of the wood member, centered in masonry bond beam.4) Grout or concrete compressive strength shall be 2500 psi or greater at 28 days.5) "R" after TA models indicates riveted truss anchors as in TA12R.6) Allowable loads require a No. 4 rebar through the shear cones of the anchors.7) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published allowable load of product.8) NAILS:1˝1 1 /2˝Double AnchorAllowable Loads (Lbs.) 1,6 Fastener Schedule 3,5,8Allowable Loads (Lbs.) 1,6Uplift Lateral Loads Per AnchorUplift Lateral Loads© Copyright 2013 USP Structural Connectors ®1561-800-328-5934 • www.USPconnectors.com

EMBEDDED TRUSS ANCHORS – DTC1 1 /4˝The DTC series attaches trusses to concrete or masonrywalls. Innovative seat design gives added lateral resistancewhile still providing a moisture barrier.Materials: 16 gaugeFinish: G90 galvanizingCodes: Dade County, FL 11-0908.07,FL578H© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes, page 11.• Embed 4˝ into concrete tie beam or masonry bond beam.• Installations should be spaced no closer togetherthan 8˝ center-to-center.USPStock No.DTCOut ofConcreteFastener Schedule 4Seat Plate Truss/RafterTypical DTCinstallationSteelToward AwayToward AwayRef. No. Gauge H (in) Qty Type Qty Type Strap from Strap F2 Uplift Strap from Strap F2 UpliftHETAL12,HETAL16, 16 16 4 10d x 1-1/2 9 10d x 1-1/2 840 1200 1290 1825 840 1200 1290 1440HETAL201) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted.2) Grout or concrete compressive strength shall be 2500 psi or greater at 28 days.3) Allowable loads require a No. 5 rebar through the shear cones of the anchors.4) NAILS:Allowable Loads (Lbs.) 1,2,3DF-L / SP (160%) S-P-F (160%)F1F1DTCCodeRef.F9,D84˝embedmentTruss & RafterRETROFIT STRAP CONNECTOR – RUSCThe RUSC Retro Uplift Strap Connector provides a wood-to-wood upliftconnection attaching trusses with a 2 x 4 bottom chord to a double stud inthe wall below. WS3 Wood Screws are utilized for fast installation. Theconnector can be installed after roof sheathing has been installed.Materials: 10 gaugeFinish: USP primerCodes: FL6223Installation:• Use all specified fasteners. See Product Notes, page 11.• The RUSC should be installed in pairs.• Install on minimum 2 ply with equal wall studs centered directly below.• Works with 2 x 4 bottom chord member and 2 x 4 wall studs.Fastener Schedule 4,5Allowable UpliftUSPSteel No, ofRafter/160% 1CodeStock No. Ref. No. Gauge Plies 6 Qty Truss Qty Stud DF-L / SP S-P-F Ref.RUSC -- -- 10 2 Ply or greater 16 WS3 16 WS3 6040 5225 F261) Allowable loads are for a pair of RUSC devices.2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) Designer must specify stud or post to resist published load values.5) Fastener schedule is for two straps used together. The RUSC shall be installed in pairs with a minimum 2 ply trussand wall stud attachment.6) Truss plies shall be fastened together to act as a unit.3 1 /2˝3 1 /8˝7˝Typical RUSCinstallation22 3 /4˝3 1 /8˝RUSC1-800-328-5934 • www.USPconnectors.com 157USP2241-131

UPLIFT GIRDER TIES – UGTS & USC SERIESUGTS – 2-bolt shorter design when space is limited.USC – 4-bolt high load design.6˝WLintel Block with (1) #5continuous rebarTruss & RafterMaterials: 10 gaugeFinish: USP primerCodes: FL2033Installation:• Use all specified fasteners. See Product Notes,page 11.• Bolts must be ordered separately.• Place connector over truss or rafter and fasten withspecified fasteners.• Designer shall be responsible for design ofmasonry structure, including any requiredreinforcement.• For 2 ply applications, add filler block.• Works with heel heights up to 14˝.• Moisture barrier may be required.Pitch4/12 - 8 /121 1 /2˝6˝1 1 /2˝2˝4˝UGTS632˝W4˝HH7 1 /2˝ Min.edge distance3/4˝ bolts. Use 2or 4 as requiredfor upliftPitch4/12˝ - 8 /12˝H6˝8˝ concrete blockwith minimum(1) #5 rebar eachcell continuousto footing withstandard hookat bolt locationsTypical USC53 installationUGTS SimilarW© Copyright 2013 USP Structural Connectors ®Dimensions (in) Fastener Schedule 2,3,4,6 Allowable Loads (Lbs.)Rafter/ Truss 5 Concrete/Masonry Wall DF-L / SPUSPSteelUplift 1Description Stock No. Ref. No. Gauge W H Qty Type Qty Bolt Dia.160%UGTS3F -- -- 10 4-3/4 23 8 16d 2 3/4 78133 Ply Flat8 16d 2 3/4 7813USC3F -- -- 10 4-3/4 30-1/28 16d 4 3/4 10133UGTS4F -- -- 10 6-1/2 23 8 16d 2 3/4 78134 Ply Flat8 16d 2 3/4 7813USC4F -- -- 10 6-1/2 30-1/28 16d 4 3/4 10133UGTS43 -- -- 10 4-3/4 23 8 16d 2 3/4 7813UGTS44 -- -- 10 6-1/2 23 8 16d 2 3/4 78134/12 pitch USC43USC44-- ---- --10104-3/46-1/230-1/230-1/28816d16d223/43/4781378138816d16d443/43/41013310133UGTS53 -- -- 10 4-3/4 23 8 16d 2 3/4 7813UGTS54 -- -- 10 6-1/2 23 8 16d 2 3/4 78135/12 pitch USC53USC54-- ---- --10104-3/46-1/230-1/230-1/28816d16d223/43/4781378138816d16d443/43/41013310133UGTS63 -- -- 10 4-3/4 23 8 16d 2 3/4 7813UGTS64 -- -- 10 6-1/2 23 8 16d 2 3/4 78136/12 pitch USC63USC64-- ---- --10104-3/46-1/230-1/230-1/28816d16d223/43/4781378138816d16d443/43/41013310133UGTS73 -- -- 10 4-3/4 23 8 16d 2 3/4 7813UGTS74 -- -- 10 6-1/2 23 8 16d 2 3/4 78137/12 pitch USC73USC74-- ---- --10104-3/46-1/230-1/230-1/28816d16d223/43/4781378138816d16d443/43/41013310133UGTS83 -- -- 10 4-3/4 23 8 16d 2 3/4 7813UGTS84 -- -- 10 6-1/2 23 8 16d 2 3/4 78138/12 pitch USC83USC84-- ---- --10104-3/46-1/230-1/230-1/28816d16d223/43/4781378138816d16d443/43/410133101331) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.6) NAILS:UGTS4FCodeRef.F23Bolts must be orderedseparately. See page 17for available sizes.7 1 /2˝ Min.edge distance3/4˝ bolts. Use 2or 4 as requiredfor uplift2 1 /2˝ 2˝4˝USC53Typical USC3F installationUGTS similarH7 1 /2˝6˝7 1 /2˝2˝4˝USC3FLintel Block with (1) #5continuous rebarW8˝ concrete blockwith minimum(1) #5 rebar eachcell continuousto footing withstandard hookat bolt locations2 1 /2˝1581-800-328-5934 • www.USPconnectors.com

UPLIFT GIRDER TIES – RFUSThe RFUS is a multi-purpose engineered solution for attaching trusses to concreteor masonry walls. Wedgebolt fastening eliminates mislocated cast-in-placeanchor bolts and allows retrofit installations. Works with heel heights up to 14˝.Materials: 10 gaugeFinish: USP primerCodes: FL6223© Copyright 2013 USP Structural Connectors ®Installation:• Always install in pairs.• Use all specified fasteners. See Product Notes, page 11.• Designer shall be responsible for design of masonry structure, includingany required reinforcement.• For 1 ply applications, add filler block. Refer to page 187 for wood fillerblock installation.• Moisture barrier may be required.Typical RFUS installationFastener Schedule 3,5Allowable Loads (Lbs.)Rafter/Truss 7 Concrete/Masonry 2,4 DF-L / SP5 1 /2˝USPSteel No. ofUplift 1CodeStock No. Ref. No. Gauge Plies 6 Qty Type Qty Type 160% Ref.30RFUS FGTR 10 2 Ply > 12 WS3 4 5500 1 /2˝4˝RFUS5˝Truss & RafterGIRDER TIEDOWNS – LUGT SERIESThe LUGT series is an extremely adaptable tiedown for girder trusses andoffers several installation options to accommodate different framing conditions.It is an ideal retrofit solution to reinforce truss connections to transfer high windloads to supporting walls and can be used on either wood framed, concrete orCMU block walls. Sizes available for 1-ply, 2-ply, 3-ply and 4-ply trusses.LUGT1 – is designed for wood framed walls.LUGTC2 – is designed for corner hip trusses on wood framed walls.LUGT2, LUGT3 & LUGT4 – are designed for wood frame, concreteor CMU block walls.Materials: See chartFinish: G90 galvanizingCodes: ESR-3447, FL817 (LUGT2), L.A. City RR 25972Installation:• Use all specified fasteners. See Product Notes, page 11.• All nail holes must be filled with specified nails to achieve loadslisted in the chart. Large holes are for concrete/masonry installationsand do not need to be filled when used for girder-to-stud applications.• WS Wood Screws included with LUGT3 and LUGT4.• For concrete and masonry applications, a moisturebarrier may be required, check local building code.3 1/4˝F 2Typical LUGT2installationF 1UpliftF 1Typical LUGTC2installation3 3/16˝UpliftF2NEWSIZEF1 F2Uplift14 13/16˝12 7/8˝ LUGT2LUGT1Typical LUGT1installation3"Typical LUGT2LUGTC2masonry installationcontinued on next page1-800-328-5934 • www.USPconnectors.com 159USP2241-131

GIRDER TIEDOWNS – LUGT SERIES CONTINUEDTruss & RafterUSPStock No.SteelNo.ofFastener Schedule 2,6,7,8,9Allowable Loads (Lbs.) 1Rafter/Truss Plate Stud 3,4,5 DF-L / SPS-P-FF1 F2 Uplift F1 F2 UpliftRef. No. Gauge Plies Qty Type Qty Type Qty Type 160% 160% 160% 160% 160% 160%LUGT1 H10S 16 1 8 8d x 1-1/2 8 8d x 1-1/2 7 8d x 1-1/2 650 310 1065 545 260 895 130LUGT2 LGT2 14 2 16 10d 2 10d 14 10d 1015 505 2260 850 425 1900LUGTC2 -- -- 14 2 16 10d 2 10d 14 10d -- -- 575 2260 -- -- 480 1900LUGT3 LGT3-SDS2.5 12 3 12 WS25 4 16d Sinker 24 16d Sinker 1980 890 3855 1660 745 3240LUGT4 LGT4-SDS3 12 4 16 WS3 5 16d Sinker 32 16d Sinker -- -- 4640 -- -- -- -- 3900Concrete or Masonry ApplicationLUGT2 LGT2 14 2 16 10d -- -- -- -- 5 1/4WB 1505 475 1550 1265 400 1550LUGT3 LGT3-SDS2.5 12 3 12 WS25 -- -- -- -- 4 3/8WB -- -- -- -- 3525 -- -- -- -- 3240LUGT4 LGT4-SDS3 12 4 16 WS3 -- -- -- -- 4 3/8WB -- -- -- -- 3525 -- -- -- -- 35251) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Additional anchorage products to be designed by others.3) 1/4WB denotes a 1/4" x 3" Powers "Wedge Bolt" or equivalent installed in a predrilled hole. Refer to manufacturer's literature for further information.4) 3/8WB denotes a 3/8" x 5" Powers "Wedge Bolt" or equivalent installed in a predrilled hole. Refer to manufacturer's literature for further information.5) Fasteners must be installed in fully grouted and reinforced concrete masonry (f'm = 1500 psi) or reinforced concrete (f'c = 2500 psi).7) For proper installation, the number of studs must be equal-to or greater-than the number of roof truss plies.8) Wedge Bolts are not supplied with the LUGT2, LUGT3 or LUGT4.9) NAILS: 8d x 1-1/2 are 0.131" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d Sinkers are 0.148" dia. x 3-1/4" long,WS25 Wood Screws are 1/4" dia. x 2-1/2" long (supplied with LUGT3) and WS3 Wood Screws are 1/4" dia. x 3" long (supplied with LUGT4).New products or updated product information are designated in red font.NEWSIZESCodeRef.8, F12,R10130130F2Typical LUGT3installation(LUGT4 similar)UpliftF1© Copyright 2013 USP Structural Connectors ®GIRDER TIEDOWN – MUGT15LUGT3LUGT4Typical LUGT4masonry installation(LUGT3 similar)Designed for higher uplift resistance for woodframe and concrete block construction. TheMUGT15 can accommodate variable trussbearing depths.Install a minimumof (4) 10d nailsinto the top160Materials: 12 gaugeFinish: G90 galvanizingCodes: ESR-3447, FL822,L.A. City RR 25972Installation:• Use all specified fasteners. See ProductNotes, page 11.• When straps are wrapped over the truss,install nails in backside of truss. See MUGT15installation diagram for minimum nailrequirements into the face and on top of thetruss.• If installed straight-up with no wrap over thetop of the truss, fill all nail holes.• Moisture barrier may be required.Fastener Schedule 2,3,5Typical MUGT15wood installationwith PHD4AAllowable Loads (Lbs)Anchor Rafter/Truss 3 DF-L / SPUSPSteel MountingQtyUplift CodeStock No. Ref. No. Gauge Condition Qty Dia. Top Face Back Type 160% 1 Ref.MUGT15 MGT 12Install a minimumof (6) 10d nailsinto the faceFace-Max 1 5/8 -- -- 28 -- -- 10d 4495Top-Min 1 5/8 4 6 12 10d 41751) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Additional anchorage products to be designed by others.4) Designer must specify anchor bolt type, length, and embedment.5) NAILS:New products or updated product information are designated in red font.8, F16,R101 1/4˝PHD4Apage 371-800-328-5934 • www.USPconnectors.comMUGT15 Connectionto support beam1 1 /4˝3 11 /16˝MUGT1514 5 /8˝2 7 /16˝

GIRDER TIEDOWNS – HUGT SERIESThe HUGT series high uplift girder tiedowns can beinstalled on beams and top chords of trusses with slopesfrom 0˚ to 34˚.Materials: 7 gaugeFinish: USP primerCodes: FL6223Concrete Installation(2) 3 /4˝ washers arerequired if 3 /4˝ dia. bolt isused (washer not included)Wood Installation(4) LBP58-TZ washersare required if 5 /8˝ dia.bolt is used (washer notincluded) see chart onthis pageUplift© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes, page 11.• Install the HUGT over the beam or truss (see “W”dimension on chart for appropriate width).• Install (4) LBP58-TZ washers if (2) 5/8˝ tension bolts areused (wood installation) or (2) 3/4˝ dia. washers if a 3/4˝ dia.anchor bolt is used (concrete installation).• Attached members shall be designed to resist appliedloads.• Moisture barrier may be required.2 7 /8˝4˝WHUGT2 3 /16˝Fastener Schedule 3,6Allowable Loads (Lbs.) 1,2Anchor ThreadedDF-L / SP S-P-FO.C. DimGirder 4Washers RodUSPSteel W Between InstallationUplift Uplift CodeStock No. Ref. No. Gauge (in) Anchors (in) Type Qty Type Qty Bolt Dia. Qty Type 160% 160% Ref.HUGT2 HGT-2 7 3-5/16 5-3/4Wood 4 LBP58-TZ 2 5/8Concrete -- -- -- -- 2 3/48 10d 9790 7020HUGT3 HGT-3 7 4-15/16 7-3/8Wood 4 LBP58-TZ 2 5/8Concrete -- -- -- -- 2 3/48 10d 9860 9650 F26HUGT4 HGT-4 7 6-7/8 9Wood 4 LBP58-TZ 2 5/8Concrete -- -- -- -- 2 3/48 10d 9860 98601) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Listed loads apply where roof pitch is between 3:12 and 8:12.3) Additional anchorage products to be designed by others.5) Designer must specify anchor bolt type, length, and embedment.6) NAILS:HTT5(not included)see page 38Typical HUGT3wood-to-woodinstallationwith HTT5’sTypical HUGT2wood-to-concreteinstallationTruss & RafterMASONRY UPLIFT CONNECTORS – SHA SERIESConnects trusses directly to masonry or concrete and features slottedbase holes to ease installation.UpliftMaterials: Angle – 3 gauge; Gussets – 10 gaugeFinish: USP primerCodes: 2031CF 1Installation:• Use all specified fasteners. See Product Notes, page 11.• Bolts must be ordered seperately.• Install directly flush to masonry wall.• The SHA series connectors shall be installed in pairs.• Moisture barrier may be required.Typical SHA6installationTypical SHA6TinstallationUSPStock No.SHA6Fastener Schedule 3Allowable Loads (Lbs.) 1,2Concrete Wall Rafter/Truss 7DF-L / SPAnchor Bolts 4,5,8No.F1 UpliftRef. No. Qty Dia. Qty Dia. of Plies 6 160% 160%2 Ply 4005 3745 4 1/2 2 3/43 Ply or greater 5565 56152 Ply 1590 4 1/2 2 3/43 Ply or greater 21901) Allowable loads have been increased 60% for wind or seismic loads;no further increase shall be permitted.2) Allowable loads are for a pair of SHA devices. SHA's shall be installed in pairs.3) Fastener schedule is for a pair of SHA devices.6) Multiple ply truss shall be fastened together to act as a single unit.CodeRef.L11 1 /2˝1-800-328-5934 • www.USPconnectors.com 161USP2241-1316˝SHA63 1 /4˝2 1 /4˝4 1 /4˝2 1 /4˝1 1 /2˝6˝SHA6T13 3 /4˝12 3 /4˝2 1 /2˝2 1 /2˝

HURRICANE GUSSET ANGLES – HGA SERIESDesigned for attaching gable end trusses to woodtop plates and masonry walls.HGA10 – Versatile wood-to-wood connector thatsatisfies high wind and seismic loadingrequirements.HGAM10 – For installation into grouted concretetie beam or masonry bond beam. Provides lateraland uplift resistance.UpliftF 1F 2F 1Moisture barriernot shownF2Truss & RafterMaterials: 14 gaugeFinish: G90 galvanizingCodes: ESR-3448, FL817L.A. City RR 25976Installation:• Use all specified fasteners. See Product Notes,page 11.• HGAM10 – Install USP’s WS15 Wood Screwsinto the truss and drill holes for wedge bolts. Installwedge bolts into concrete block per manufacturer’srecommendation.• HGA10 – Install with USP’s WS3 Wood Screwsinto top plate, and WS15 Wood Screws into thetruss.• WS Wood Screws are included with HGA10angles.• WS Wood Screws and Wedge bolts are includedwith HGAM10 angles.• Moisture barrier may be required.F 3Typical HGA10 installationEmbossedgussets improvelateral loadresistanceHGA103 1 /2˝2˝3˝Typical HGAM10 installationEmbossedgussets improvelateral loadresistance3 1 /2˝HGAM102 7/8˝3˝© Copyright 2013 USP Structural Connectors ®Fastener Schedule 2Allowable Loads (Lbs.) 1USPSteelRafter/Truss Plate 3 DF-L / SP (160%)CodeStock No. Ref. No. Gauge Qty Type Qty Type F1 F2 F3 Uplift Ref.HGA10KT HGA10KT 14 4 WS15 4 WS3 1320 1565 835 1285 11, F12, R8HGAM10KT HGAM10KTA 14 4 WS15 4 1075 1110 740 915 1301) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. red font.HURRICANE RETROFIT CONNECTOR – RT16MDesigned as a retrofit connector for trusses installed on topplates. Can also be used as a holdown for a roof orfloor system.Materials: 18 gaugeFinish: G90 galvanizingCodes: FL10739Installation:• Use all specified fasteners. See Product Notes, page 11.• Tapcon® Concrete Screws are not supplied with RT16Mconnector.• Install Tapcon® Concrete Screws in lower two holes forSingle Top Plate or Conventional Raised Foundation orModular Home Installations.• Moisture barrier may be required.8 15 /16˝3 1 /2˝5˝1 9 /16˝Typical RT16Mtop plateinstallationRT16M1621-800-328-5934 • www.USPconnectors.comcontinued on next page

HURRICANE RETROFIT CONNECTOR – RT16M CONT.USPStock No.RT16MFastener Schedule Allowable Loads (Lbs.) 1Truss/Rafter 5 Top Plate 5 CMU/Concrete 2,3,4 Lateral 160% UpliftSteelDF-L / SP S-P-FCodeRef. No. Gauge Qty Type Qty Type Qty Type F1 F2 F3 160% 160%9 10d x 1-1/2 -- -- -- -- 4 1/4" x 1-3/4" Tapcon 630 480 115 1395 1395HM9KT 189 10d x 1-1/2 4 16d 2 1/4" x 1-3/4" Tapcon -- -- -- -- -- -- 1360 13601) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Install with 1/4" x 1-3/4" Tapcon® Concrete Screws in accordance to manufacturer's installation specifications.3) Fasteners to be installed to fully grouted and reinforced concrete masonry.4) Concrete compressive strength shall be 2500 psi or greater at 28 days.5) NAILS:Ref.F19© Copyright 2013 USP Structural Connectors ®RAFTER TIES – HC520, HCPRS, HHCP2, LFTA6 & RT SERIESThese anchors tie trusses and rafters to top plates and may be used to tie wood framingmembers to resist uplift and lateral forces.Materials: See chartFinish: G90 galvanizing; HHCP4-TZ – G-185 galvanizing;RT7A-GC & RT15-GC – Gold CoatOptions: HHCP2, LFTA6, RT3A, RT4, RT5, RT7, RT7A, RT10, RT15, RT8A,RT16A, RT16-2, & RT20 are available in Triple Zinc. To order, add TZ tostock number, as in RT10-TZ.RT3A, RT4, RT5, RT7, RT8A, RT10, RT16A, and RT16-2 are availablein Stainless Steel. To order, add SS to stock number, as in RT7-SS.Codes: ESR-3448, ESR-3455, 2031C, FL821, FL817, FL820,L.A. City RR 259761 9 /16˝Typical HC520gable brace installation1 5 /8˝Truss & Rafter4 ¼˝2˝Typical HCPRSstud to plate installation5 1 /4˝HCPRSTypical HC520stud to plate installation4˝HC5201 1 /2˝8 3/8˝19 1/8˝NEW4 7/8"6 5/8"3"Typical LFTA6stud to plate installation6 1/2˝ 2 1/4˝LFTA6Typical HHCP4-TZinstallationHHCP4-TZF 1F 1Uplift1 5 /8˝6 5 /8˝Wall Top Plate3˝Typical HHCP2truss/rafter to double platecorner installationHHCP2Install diagonally across from eachother for minimum 1 1/2˝ truss. Thisinstallation yields full catalog values.Nailing into both sides of a single ply 2xtruss will result in reduced values.Hurricane Anchor installation to achieve twice the load(Top View)continued on next page1-800-328-5934 • www.USPconnectors.com 163USP2241-131

RAFTER TIES – HC520, HCPRS, HHCP2, LFTA6 & RT SERIES CONT.UpliftF1F2Truss & RafterTypical RT3Atruss/rafterto plate installation1 7/16˝1 1/2˝2 1 /2˝4 1/2˝ 3 3 5 1 /4˝/4˝1 1 2 7 /8˝/4˝1 3 /8˝1 1/2˝2˝RT3ATypical RT4truss/rafter toplate installationRT41 7 /8˝Typical RT5truss/rafterto doubleplate installation1 7 /8˝1 15 /16˝RT5Typical RT6truss/rafterto doubleplate installationRT61 9 /16˝3 9 /16˝© Copyright 2013 USP Structural Connectors ®F 1Typical RT7truss/rafterto doubleplate installationF2Typical RT7Atruss/rafterto doubleplate installationTypical RT8Astud to doubleplate installationTypical RT10truss/rafterto double plate tostud installation1 9 /16˝1 1 /2˝1 1 /4˝1 9 /16˝1 3 /8˝2 3 /8˝5 1 /4˝2 15 /16˝4˝6 1 /2˝4 15 /16˝7 13 /16˝3 1 /16˝RT72 7 /16˝1 1 /2˝RT7A1 1 /4˝RT8A10 3 /4˝RT101641-800-328-5934 • www.USPconnectors.comcontinued on next page

RAFTER TIES – HC520, HCPRS, HHCP2, LFTA6 & RT SERIES CONT.© Copyright 2013 USP Structural Connectors ®Typical RT15truss/rafter todouble plateinstallation1 9 /16˝RT152 5 /8˝5 1 /4˝Typical RT16Atruss/rafter to doubleplate installation6 1 /2˝3 1 /2˝RT16A5˝1 9 /16˝Typical RT16ARtruss/rafter to doubleplate installation6½"33/8"5½"21/16"RT16ARTypical RT16-2truss/rafter to doubleplate installation6 1 /2˝3 1 /2˝6 1 /2˝3 1 /8˝RT16-2Typical RT20truss/rafter to doubleplate to stud installation2 1 /4˝4 5 /8˝4 1 /4˝21 1 /8˝RT20Truss & RafterInstallation:• Use all specified fasteners. See Product Notes, page 11.• All nail holes must be filled with specified nails to achieve loadslisted in the chart.• Depending on pitch, birdsmouth notching may be required withsome models to enable installers to fill all nail holes.• Designer shall determine if solid blocking is required.In some applications rafter ties arerequired by the codes to connectroof assemblies to the wall below.IRC 802.10.5, IBC 2308.10.1.Fastener Schedule 3,4,5 Allowable Loads (Lbs.) 1Truss/Rafter Plate Stud DF-L / SPS-P-FLateral 160% Uplift Uplift 160% Lateral 160% Uplift Uplift 160%USPSteelCodeStock No. Ref. No. Gauge Qty Type Qty Type Qty Type F1 F2 160% F1 F2 160% Ref.RT3A H3, S/H3 18 4 8d 4 8d -- -- -- -- 190 190 610 610 160 160 525 525RT4 H4 18 4 8d 4 8d -- -- -- -- 215 215 410 410 180 180 345 345RT5 H5 18 4 8d 4 8d -- -- -- -- 265 265 540 540 225 225 450 450RT6 HS24 18 8 10d x 1-1/2 6 10d x 1-1/2 -- -- -- -- 800 800 665 665 670 670 560 560RT7H2.5T,S/H2.518 5 8d 5 8d -- -- -- -- 195 195 585 585 160 160 495 495RT7A H2.5A 18 5 8d 5 8d -- -- -- --210 210 670 670 175 175 565 565 10,RT7A-GC -- -- 18 5 N8-GC 5 N8-GC -- -- -- --F12,RT8A H8 18 5 10d x 1-1/2 5 10d x 1-1/2 -- -- -- -- 215 215 775 775 180 180 650 650R8H2,RT10 H2A,18 6 8d 8 8d 6 8d 195 195 585 585 160 160 495 495S/H2RT15 H1 18 5 8d x 1-1/2 5 8d -- -- -- --RT15-GC -- -- 18 5 N8-GC 5 N8C-GC -- -- -- --500 340 530 530 285 410 445 445RT16AH10A,H1418 9 10d x 1-1/2 8 10d -- -- -- -- 800 645 1380 1380 670 545 1160 1160RT16AR H10AR 18 9 10d x 1-1/2 8 10d -- -- -- -- 800 645 1380 1380 670 545 1160 1160 130RT16-2 H10-2 18 8 8d 8 8d -- -- -- -- 655 415 1160 1160 550 345 975 975 10,HHCP2 HCP2 18 10 10d x 1-1/2 10 10d x 1-1/2 -- -- -- -- 370 -- -- 800 800 310 -- -- 670 670 F12, R8HHCP4-TZ HCP4, HCP4Z 16 8 10d 8 10d -- -- -- -- 410 -- -- 1100 -- -- 345 -- -- 920 -- -- 130HC520 GBC 18 -- -- -- -- 11 8d 6 8d 470 430 515 515 405 370 445 445 L1HCPRS -- -- 18 -- -- -- -- 5 8d 6 8d x 1-1/2 500 340 540 540 375 285 455 455 10, F15, R8LFTA6 2 H6, TSP 16 8 8d 8 8d -- -- -- -- 700 90 1210 1210 1015 1015 14, F14, R9RT20 -- -- 16 9 10d x 1-1/2 4 10d 9 10d x 1-1/2 -- -- -- -- 1200 1200 -- -- -- -- 1005 1005 10, F12, R81) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) LFTA6: To achieve F1 lateral loads, three nails must be installed on each side on the strap located closest to the bend line.Lateral F1 and F2 load directions do not apply to roof truss-to-top plate installations.3) 8d common nails may be substituted for 8d x 1-1/2 nails, and 10d common nails may be substituted for 10d x 1-1/2 nails.5) NAILS: red font.1-800-328-5934 • www.USPconnectors.com 165USP2241-131

PLATED TRUSSTRUSS HANGERS . . . . . . . . .PAGES 168-173• THD SeriesMedium-to-heavy capacity face mount hanger.• THDH SeriesHeavy capacity face mount hanger.• MUS & HUS SeriesMedium capacity face mount hanger with double shear nailing.THDTHDHHUSMUS SimilarPlated Truss• CLPBF SeriesMedium capacity 2 x 4 hanger.• MSH SeriesField adjustable top or face mount strap hanger.SKEWED TRUSS HANGERS . .PAGES 174-175• SNP3Adjustable nail plate for connecting square cut trusses at skews up to60°.• MSHL/R SeriesSkewed 45° floor truss hanger.• MSSH217L/RSeverely skewed strap hanger for angles 60° to 85°.CLPBFSNP3MSHMSH213Lleft shownMSSH217Rright shown© Copyright 2013 USP Structural Connectors ®HIP /JACK CONNECTORS . . .PAGES 176-177• BN SeriesFace mount hanger for four mono trusses.• HJC SeriesFace mount hanger for one hip and one jack truss.BNHJCHTHJ• HTHJ SeriesLight capacity face mount hanger for one hip and one jack truss.• HHC SeriesFace mount hanger for two hip trusses.• HJHC SeriesFace mount hanger for two hip and one jack truss.HHCHJHCGIRDER TRUSS HANGERS . .PAGES 178-180• GT, GTD, & GTS SeriesGirder truss hanger bolts to a supporting truss.• GTWS SeriesGirder truss hanger with high uplift capacity screws to asupporting truss.GTDGTSGT• GTQ & GTQM SeriesGirder truss hanger installs with WS screws and offersmin/max fastening options.1661-800-328-5934 • www.USPconnectors.comGTWSGTQ(QTQM similar)continued on next page

PLATED TRUSSTRUSS CLIPS . . . . . . . . . . . .PAGES 180-181• STC SeriesA scissor truss clip with slotted nail holes for horizontal movement.• FTC SeriesA floor truss clip to transfer loads between floor truss plies.STCFTC© Copyright 2013 USP Structural Connectors ®SUPPLEMENTAL BEARING PLATES . .PAGE 182• SBP SeriesConnects to truss at bearing locations to distribute concentrated loads.ROOF TRUSS TIES . . . . . . . . . . . . . .PAGE 183• TR SeriesProvides lateral support for non-load bearing walls whileallowing floor and roof trusses to deflect.• HTC4High capacity deflection clipBLOCKING SUPPORTS . . . . . . . . . . .PAGE 183• ZC SeriesSupports blocking between trusses and joists.TRSBPZCHTCPlated TrussFIELD SPLICE KITS . . . . . . . . . . . . . .PAGE 184• FS & FSS SeriesField connectors for scissor truss splices.FSFSSTRUSS SPACERS . . . . . . . . . .PAGES 185-186• The StabilizerTruss brace and spacer that connects with prongs.31-24• TS & TSX SeriesTruss spacer that connects with nails.TSTSXDRAG STRUT CONNECTORS . . . . . . .PAGE 186• LDSC4/DSC4Transfers lateral load from a truss to a bearing wall.ALTERNATE INSTALLATIONS . . . . . . .PAGE 187• Backer block installations• Panel point installations• Filler block installationsLDSC4L-left shownDSC4R-right shown1-800-328-5934 • www.USPconnectors.com 167USP2241-131

HEAVY-DUTY FACE MOUNT TRUSS HANGERS – THD SERIESelMaterials: See chartFinish: G90 galvanizingOptions: THD28-2, THD46, THD48, & THD410 are available in TripleFastener ScheduleZinc. To order, add TZ to stock number, as in THD28-2TZ.See Specialty Options Chart. Rough/Full sizes available.FloorTHD hangers with widths greater Code than 3˝ can have oneW H D Qty Type Qty flange Type inverted 100% with 115% no 125% load 160% reduction. Specify right (R) or left (L).Codes: ESR-3445, FL13285, L.A. City RR 258433-5/8 11 3 48 16d 20 10d 6770 7045 7045 38103-5/8 12-7/8 3 58 16d 20 10d 7045 7045 7045 38105-1/8 9 3 38 16d 20 10d 5660 6510 7045 38505-1/2 9 3 38 16d 20 10d 5660 6510 7080 3410See EWP applications pages 128-129.5-1/2 11 3 48 16d 20 10d 7150 8225 8415 40655-1/2 12-7/8 3 58 16d 20 10d 8415 8415 8415 40657-1/4 9 3 38 16d 20 10d 5660 6510 7080 3410ads; no further increase shall be permitted.Plated TrussInstallation:• Use all specified fasteners. See Product Notes, page 11.5,F30,R5Some model designsmay vary fromillustration shownTypical THD210installationWTHD28DH© Copyright 2013 USP Structural Connectors ®Specialty Options Chart – refer to Specialty Options pages 208-209 for additional details.Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Inverted FlangeNot available in widthsRange See Sloped Seat and SkewedWidths > 3 can haveone flange inverted.AllowableLoads85% of table load 65% of table load 65% of table load100% of table load.65% of table load whennailing into the supportmembers end grain.OrderingAdd SK, anglerequired,and right (R) or left(L),to product number.Add SL, slope required,and up (U) or down(D),to product number.See Sloped Seat and Skewed.1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange.2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.3) All sloped, skewed, or combinations require bevel cut or sqare cut on joist in all applications.Add 1IF, one flange,right (R) and left (L),to product number.1681-800-328-5934 • www.USPconnectors.com

HEAVY-DUTY TRUSS HANGERS – THDH SERIES© Copyright 2013 USP Structural Connectors ®Materials: 12 gaugeFinish: G90 galvanizingOptions: THDH412 is available in TripleZinc. To order, add TZ to stock number,as in THDH412-TZ.See Specialty Options Chart.Codes: ESR-3445, FL821, L.A. City RR 25843Installation:• Use all specified fasteners. See Product Notes, page 11.• Joist nails must be driven in at a 30° to 45° angle through thejoist or truss into the header to achieve listed loads. Standardlength “double shear” nails must be used to achievelisted load values.See EWP applications pages 128-129.Dimensions (in) Fastener Schedule 2,3,4HeaderJoist /USPFloor Roof Uplift 1 Floor Roof Uplift 1CodeTruss Size Stock No. Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.2 x 6 - 8 THDH26 HGUS26 1-5/8 5-7/16 5 20 16d 8 16d 3915 4505 4895 2340 3370 3880 4200 19652 x 8 - 10 THDH28 HGUS28 1-5/8 7-3/16 5 36 16d 12 16d 6770 7395 7395 4370 5830 6210 6210 36702 x 10 - 12 THDH210 -- -- 1-5/8 9-3/16 5 46 16d 16 16d 8725 9580 9600 5400 6835 7385 7750 45352-11/16 x 9-1/4 - 14 THDH27925 HGUS2.75/10 2-3/4 9-1/8 4 46 16d 12 16d 8260 8260 8260 3490 6935 6935 6935 29302-11/16 x 11-1/4 - 16 THDH27112 HGUS2.75/12 2-3/4 10-7/8 4 56 16d 14 16d 9845 9845 9845 5225 7655 8135 8270 43902-11/16 x 14 - 16 THDH2714 HGUS2.75/14 2-3/4 12-1/4 4 66 16d 16 16d 9845 9845 9845 6810 8110 8270 8270 58353-1/4 x 9-1/2 THDH3210 HGUS3.25/10 3-3/16 9-3/8 4 46 16d 12 16d 8260 8260 8260 3490 6935 6935 6935 29303-1/4 x 10-5/8 THDH3212 HGUS3.25/12 3-3/16 10-5/8 4 56 16d 14 16d 9845 9845 9845 5960 8270 8270 8270 5105(2) 2 x 6 - 8 THDH26-2 HGUS26-2 3-7/16 5-3/8 4 20 16d 8 16d 3915 4505 4795 2235 3370 3880 4030 1880(2) 2 x 8 - 10 THDH28-2 HGUS28-2 3-7/16 7-1/8 4 36 16d 10 16d 6535 7515 8025 2665 5635 6480 6740 2240(2) 2 x 10 - 12 THDH210-2 HGUS210-2 3-7/16 9-1/8 4 46 16d 12 16d 8260 8260 8260 3490 6935 6935 6935 29304 x 6 - 8 THDH46 HGUS46 3-9/16 5-3/8 4 20 16d 8 16d 3915 4505 4895 2605 3370 3880 4215 21905,4 x 8 - 10 THDH48 HGUS48 3-9/16 7-1/8 4 36 16d 10 16d 6535 7515 7835 3185 5635 6480 6580 2675F15,4 x 10 - 12 THDH410 HGUS410 3-9/16 9-1/8 4 46 16d 12 16d 8260 9010 9010 3970 7120 7570 7570 3335R54 x 12 - 14 THDH412 HGUS412 3-9/16 10-1/2 4 56 16d 14 16d 9845 9845 9845 5225 8270 8270 8270 43904 x 14 - 16 THDH414 HGUS414 3-9/16 13-1/6 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835(3) 2 x 6 - 8 THDH26-3 HGUS26-3 5-1/8 5-7/16 4 20 16d 8 16d 3915 4505 4795 2235 3370 3880 4030 1880(3) 2 x 8 - 10 THDH28-3 HGUS28-3 5-1/8 7-3/16 4 36 16d 12 16d 6770 7785 8025 2665 5830 6705 6740 2240(3) 2 x 10 - 12 THDH210-3 HGUS210-3 5-1/8 9-3/16 4 46 16d 16 16d 8725 9855 9855 4565 7520 8275 8275 3835(3) 2 x 12 - 14 THDH212-3 HGUS212-3 5-1/8 11-3/16 4 56 16d 20 16d 9935 9935 9935 5180 8345 8345 8345 4355(3) 2 x 14 - 16 THDH214-3 HGUS214-3 5-1/8 13-3/16 4 66 16d 22 16d 11645 11645 11645 5795 9780 9780 9780 48656 x 10 - 12 THDH610HGUS5.25/10,5-1/2HGUS5.50/109 4 46 16d 16 16d 8725 9855 9855 4565 7520 8275 8275 38356 x 12 - 14 THDH612HGUS5.25/12,5-1/2HGUS5.50/1211 4 56 16d 20 16d 9935 9935 9935 5180 8345 8345 8345 43556 x 14 - 16 THDH614 HGUS5.50/14 5-1/2 13 4 66 16d 22 16d 11645 11645 11645 5795 9780 9780 9780 4865(4) 2 x 6 - 8 THDH26-4 HGUS26-4 6-9/16 5-7/16 4 20 16d 8 16d 4375 4895 5245 2340 3770 4225 4505 1965(4) 2 x 8 - 10 THDH28-4 HGUS28-4 6-9/16 7-9/16 4 36 16d 12 16d 7595 7835 7835 4370 4505 4505 4505 36701306-3/4 x 9 - 14 THDH6710HGUS210-4,HGUS6.88/106-7/8 8-13/16 4 46 16d 12 16d 8260 8260 8260 3490 6935 6935 6935 29306-3/4 x 11 - 18 THDH6712HGUS212-4,6-7/8 10-13/16 4 56 16d 14 16d 9845 9845 9845 5225 8270 8270 8270 4390HGUS6.88/125,6-3/4 x 13 - 20 THDH6714HGUS214-4,F15,6-7/8 12-13/16 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835HGUS6.88/14R57 x 9-1/4 - 14 THDH7210 HGUS7.25/10 7-1/4 9 4 46 16d 12 16d 8260 9010 9010 3970 7120 7570 7570 33357 x 11-1/4 - 16 THDH7212 HGUS7.25/12 7-1/4 10-1/2 4 56 16d 14 16d 9845 9845 9845 5225 8270 8270 8270 43907 x 14 - 18 THDH7214 HGUS7.25/14 7-1/4 12-1/4 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835Truss1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.4) NAILS: red font.DF-L / SPDrive joist nails into header at 30°to 45° to achieve listed loads.WAllowable Loads (Lbs.)DTHDHSpecialty Options Chart – refer to Specialty Options pages 208-209 for additional details.Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3Range AllowableLoadsOrderingS-P-F2 1 /2˝HRaised dimple allows30˚ to 45˚ nailingTypical THDH doubleshear installationTypical THDH26-2installationSome model designs may varyfrom illustration shownTHDH26-2Inverted flange option is not available for THDH models.1-800-328-5934 • www.USPconnectors.com 169USP2241-131W2 1 /2˝DHPlated Truss

SLANT NAIL TRUSS HANGERS – MUS & HUS SERIESPlated TrussThe MUS & HUS hanger series offers double shear nailing.USP’s raised dimple allows for 30° to 45° nailing throughthe joist into header, resulting in higher loads and lessnailing.Joist /Truss Size2 x 6 - 82 x 8 - 10Materials: See chartFinish: G90 galvanizingOptions: HUS26, HUS28, & HUS210 are availablein Triple Zinc. To order, add TZ to stocknumber, as in HUS26-TZ.Codes: ER-0201, ESR-3445, FL15143,FL821, L.A. City RR 25843Installation:• Use all specified fasteners. See Product Notes, page 11.• Joist nails must be driven in at a 30° to 45° angle throughthe joist or truss into the header to achieve listed loads.Standard length “double shear” nails must be used toachieve listed load values.Double shear nail designfeatures fewer nails andfaster installationSee EWP applications pages 128.USPStock No.Typical HUS installation(MUS similar)Dimensions (in) Fastener Schedule 2,5Allowable Loads (Lbs.) 4Uses standardlength nailsHeader Truss 3 DF-L / SPS-P-FSteelFloor Roof Uplift 1 Floor Roof Uplift 1CodeRef. No. Gauge W H Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.MUS26 MUS26 18 1-9/16 5-1/16 6 10d 6 10d 1285 1475 1605 865 1100 1265 1375 725 21, F32HUS26 HUS26 16 1-5/8 5-7/16 14 16d 6 16d 2635 3030 3295 1925 2260 2600 2810 1615MUS28 MUS28 18 1-9/16 7-1/16 8 10d 8 10d 1710 1970 2140 1230 1465 1685 1830 1035 21, F32HUS28 HUS28 16 1-5/8 7-3/16 22 16d 8 16d 3970 4345 4345 2570 3410 3650 3650 21602 x 10 - 12 HUS210 HUS210 16 1-5/8 9-3/16 30 16d 10 16d 5310 5510 5510 3205 4095 4420 4630 26901-3/4 x 5-1/2 - 7-1/4 HUS175 HU1.81/5 16 1-13/16 5-3/8 14 16d 6 16d 2635 3030 3295 1925 2260 2600 2810 16151-3/4 x 7-1/4 - 11-1/4 HUS177 -- -- 16 1-13/16 7-1/8 22 16d 8 16d 3975 4345 4345 2570 3410 3650 3650 2160WHUS5, F15,R55, F15,R52˝W3˝HMUSRaiseddimple allows30˚ to 45nailing1˝H2˝© Copyright 2013 USP Structural Connectors ®1-3/4 x 9-1/4 - 14 HUS179 HUS1.81/10 16 1-13/16 9-1/8 30 16d 10 16d 5310 5510 5510 3205 4410 4630 4630 26901) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) Nails must be driven at a 30° to 45° angle through joist or truss into header to achieve the table loads.5) NAILS:New products or updated product information are designated in red font.BUTTERFLY HANGER – CLPBFThe butterfly hanger’s flared header flange design allows for added nailing.Excellent truss-to-truss hanger for 2x4 purlin or truss bottom chords.Materials: 18 gaugeFinish: G90 galvanizingCodes: ESR-3445, FL821, L.A. City RR 25843Installation:• Use all specified fasteners. See Product Notes, page 11.Typical CLPBFinstallationFastener Schedule 2,3Allowable Loads (Lbs.)HeaderJoistDF-L / SPJoist USPSteelFloor Roof Uplift 1CodeSize Stock No. Ref. No. Gauge Qty Type Qty Type 100% 115% 125% 160% Ref.2 x 4 CLPBF -- -- 18 12 10d 6 10d x 1-1/2 815 815 815 215 5, F15, R51) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS: red font.1701-800-328-5934 • www.USPconnectors.com1 9 /16˝2 1 /2˝CLPBF2 1 /2˝

ADJUSTABLE STRAP HANGERS – MSH SERIESThe MSH is field adjustable. The flanges can be used in top mount, face mount, or combinationinstallations. An open back design allows installation after a member is placed in position.Materials: See chartFinish: G90 galvanizingOptions: MSH422 is available in Triple Zinc. To order, add TZ to stocknumber, as in MSH422-TZ.Codes: ESR-3444, FL822, L.A. City RR 25749BH© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes, page 11.• Web stiffeners are required for I-Joist installations.Mounting condition:Face-Max – Figure 1. All header nails used should be driven into the wide face of the header.Top-Max – Figure 2. The hanger is installed in a top mount condition with at least six lowerheader face nail holes filled, and four top flange nails filled. The strap must wrap over the top atleast 2˝.Top-Min – Figure 3. The hanger is installed in a top mount condition with at least the top twoheader face nail holes filled, and four top flange nail holes filled. The strap must wrap over the topat least 2˝ and the joist nails shall be installed straight into the joist for all models.Combination – Figure 4. Face-Max values apply for the entire connection. Follow fasteningdirections above for the applicable mounting condition for each individual flange strap.DWMSH22˝3 5 /8˝MSH422IFPlated TrussH21 1 /2˝Double shear nail designfeatures fewer nails andfaster installationUses standardlength nailsBWD3 9 /16˝MSH426MSH422Figure 1Figure 2 Figure 3Figure 4Typical MSH installationFace Mount MaximumTypical MSH installationTop Mount MaximumTypical MSH422-2IFinstallation Top MountMinimumTypical combinationMSH installationcontinued on next page1-800-328-5934 • www.USPconnectors.com 171USP2241-131

ADJUSTABLE STRAP HANGERS – MSH SERIES CONTINUEDPlated Truss chartPlated TrussJoistMaterial& Width2x LumberorTrusses2x LumberorTrusses2x LumberorTrusses2x LumberorTrussesFloorTrusses(2) 2xLumberorTrusses(2) 2xLumberorTrussesFloorTrussesFloorTrussesUSPStock No.MSH29 THA29MSH213MSH218MSH222Top Face Floor Roof Uplift 1 Floor RoofMountingUplift 1Ref. No. W D H B Condition Qty Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%THA213THA218THAI222MSH218-2 THA218-218181818MSH322 THAI322 18MSH222-2 THA222-2MSH413 THA413MSH418 THA418Steel Gauge161616161-5/81-5/81-5/81-5/82-9/163-1/83-1/83-9/163-9/16Dimensions (in)2-1/4 8-3/4 52-1/42-1/4 16-3/41-3/41-3/41-3/41-3/41-3/41-3/412-3/4 52322-1/217-3/422-1/41417-1/2510-13/1610-3/810-1/1610-1/167-5/87-5/8Fastener Schedule 2,3HeaderJoistDF-L / SPAllowable Loads (Lbs.)S-P-Fface-max -- -- 18 10d 4 10d 2445 2635 2680 785 1825 1885 1925 660top-max 4 6 10d 4 10d 2565 2635 2680 785 1825 1885 1925 660top-min 4 2 10d 4 10d x 1-1/2 2425 2425 2425 -- -- 1820 1880 1920 -- --face-max -- -- 20 10d 4 10d 2565 2635 2680 785 1825 1885 1925 660top-max 4 6 10d 4 10d 2565 2635 2680 785 1825 1885 1925 660top-min 4 2 10d 4 10d x 1-1/2 2425 2425 2425 -- -- 1820 1880 1920 -- --face-max -- -- 26 10d 4 10d 2565 2635 2680 785 1825 1885 1925 660top-max 4 6 10d 4 10d 2565 2635 2680 785 1825 1885 1925 660top-min 4 2 10d 4 10d x 1-1/2 2425 2425 2425 -- -- 1820 1880 1920 -- --face-max -- -- 22 10d 4 10d x 1-1/2 2090 2155 2200 595 1505 1560 1600 500top-max 4 6 10d 4 10d x 1-1/2 2090 2155 2200 595 1505 1560 1600 500top-min 4 2 10d 4 10d x 1-1/2 2090 2155 2165 -- -- 1505 1560 1600 -- --face-max -- -- 22 10d 4 10d x 1-1/2 2200 2200 2200 595 1850 1850 1850 500top-max 4 6 10d 4 10d x 1-1/2 2600 2600 2600 595 2185 2185 2185 500top-min 4 2 10d 4 10d x 1-1/2 2165 2165 2165 -- -- 1820 1820 1820 -- --face-max -- -- 16 10d 4 10d 1855 2135 2320 605 1600 1840 2000 510top-max 4 6 10d 4 10d 3430 3485 3485 605 2460 2550 2610 510top-min 4 2 10d 4 10d 2210 2210 2210 -- -- 1855 1855 1855 -- --face-max -- -- 22 10d 4 10d 2550 2935 3190 605 2200 2530 2730 510top-max 4 6 10d 4 10d 3430 3485 3485 605 2460 2550 2610 510top-min 4 2 10d 4 10d 2210 2210 2210 -- -- 1855 1855 1855 -- --face-max -- -- 14 10d 6 10d 2210 2545 2765 1570 1900 2185 2375 1320top-max 4 6 10d 6 10d 3525 3525 3525 1570 2955 2960 2960 1320top-min 4 2 10d 6 10d 2025 2025 2025 -- -- 1700 1700 1700 -- --face-max -- -- 18 10d 6 10d 2675 3075 3345 1570 2300 2645 2875 1320top-max 4 6 10d 6 10d 3525 3525 3525 1570 2955 2960 2960 1320top-min 4 2 10d 6 10d 2025 2025 2025 -- -- 1700 1700 1700 -- --CodeRef.2R12© Copyright 2013 USP Structural Connectors ®FloorTrussesFloorTrussesFloorTrussesFloorTrusseswideFloorTrusseswideFloorTrussesMSH422MSH422IFTHAI42216MSH424 -- -- 16 3-5/8MSH426MSH426IFMSH422-2MSH422-2IFTHAC422THA426THAC426THA422-2THAC422-216143-9/163-5/814 7-1/41-3/43-5/8 1-3/42 22 5-3/16MSH426-2 THA426-2 14 7-1/4 2 26-1/16 9-1/421) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS red font.21-1/27-5/81-3/4 22 9-13/1626 822-1/811face-max -- -- 22 10d 6 10d 3140 3470 3470 1570 2700 2915 2915 1320top-max 4 6 10d 6 10d 3525 3525 3525 1570 2955 2960 2960 1320top-min 4 2 10d 6 10d 2025 2025 2025 -- -- 1700 1700 1700 -- --face-max -- -- 22 10d 4 10d 2550 2935 3190 605 2200 2530 2750 510top-max 4 6 10d 4 10d 3430 3485 3485 605 2460 2550 2610 510top-min 4 2 10d 4 10d 2210 2210 2210 -- -- 1855 1855 1855 -- --face-max -- -- 36 10d 6 10d 3960 3960 3960 1285 3325 3325 3325 1080top-max 4 6 10d 6 10d 2965 2965 2965 1285 2490 2490 2490 1080top-min 4 2 10d 6 10d 1550 1550 1550 -- -- 1300 1300 1300 -- --top-max 4 8 16d 6 16d 3855 3855 3855 1715 3050 3235 3235 1440top-min 4 2 16d 6 16d 2735 2735 2735 -- -- 2295 2295 2295 -- --face-max -- -- 26 16d 6 16d 3665 4215 4585 1175 3145 3620 3935 985top-max 4 10 16d 6 16d 4535 4585 4585 1175 3335 3515 3640 985top-min 4 4 16d 6 16d 3690 3775 3830 -- -- 2610 2680 2730 -- --face-max -- -- 26 16d 6 16d 3665 4215 4585 1175 3145 3620 3935 985top-max 4 10 16d 6 16d 4535 4585 4585 1175 3335 3515 3640 985top-min 4 4 16d 6 16d 3690 3775 3830 -- -- 2610 2680 2730 -- --130HBWD1721-800-328-5934 • www.USPconnectors.comcontinued on next page

ADJUSTABLE STRAP HANGERS – MSH SERIES CONTINUEDI-Joist, LVL, LSL, & PSL chart© Copyright 2013 USP Structural Connectors ®JoistMaterial& Width2x LumberorTrussesorI-JoistorI-JoistI-JoistwideI-JoistwideFloorTrusseswideFloorTrusseswideFloorTrusseswideFloorTrusseswideFloorTrusseswideFloorTrusseswideFloorTrusseswideI-JoistwideI-JoistUSPStock No.Top Face Floor Roof Uplift 1 Floor RoofMountingUplift 1Ref. No. W D H B Condition Qty Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%MSH222 THAI222 18MSH1713MSH2022MSH2322 THAI3522MSH322 THAI322MSH413MSH418 THA418MSH422MSH422IFMSH424MSH426MSH426IFMSH2322-2THA413THAI422THAC422-- --THA426THAC426-- --MSH2622-2 -- --16 3-9/161616161-5/83-9/1616 3-5/81-3/4-- -- 18 1-13/16 1-3/4 14-7/16 10-3/4THAI2.06/22Steel Gauge1818Dimensions (in)MSH1722 THAI1.81/22 18 1-13/16 1-3/4 22-7/818 2-1/1616162-3/82-9/1614 3-5/81-3/41-3/41-3/41-3/43-9/16 1-3/41-3/41-3/43-5/8 21-3/42322-5/822-5/822-1/221-1/2264-3/4 1-3/4 225-3/8 1-3/4 2210-13/1610-7/1610-7/1614 7-5/817-1/22210-3/410-3/87-5/87-5/89-13/1622 5-3/1689-1/49-1/4Fastener Schedule 2,3HeaderJoistDF-L / SPAllowable Loads (Lbs.)S-P-Fface-max -- -- 22 10d 4 10d x 1-1/2 2090 2155 2200 595 1505 1560 1600 500top-max 4 6 10d 4 10d x 1-1/2 2090 2155 2200 595 1505 1560 1600 500top-min 4 2 10d 4 10d x 1-1/2 2090 2155 2165 -- -- 1505 1560 1600 -- --face-max -- -- 12 10d 4 10d 1370 1575 1710 595 1175 1350 1470 500top-max 4 6 10d 4 10d 2370 2440 2485 595 1695 1750 1790 500top-min 4 2 10d 4 10d x 1-1/2 2165 2165 2165 -- -- 1690 1750 1785 -- --face-max -- -- 22 10d 4 10d x 1-1/2 2200 2200 2200 595 1690 1750 1785 500top-max 4 6 10d 4 10d x 1-1/2 2360 2430 2475 595 1690 1750 1785 500top-min 4 2 10d 4 10d x 1-1/2 2165 2165 2165 -- -- 1690 1750 1785 -- --face-max -- -- 22 10d 4 10d 2550 2935 3190 605 2200 2530 2730 510top-max 4 6 10d 4 10d 3430 3485 3485 605 2460 2550 2610 510top-min 4 2 10d 4 10d 2210 2210 2210 -- -- 1855 1855 1855 -- --face-max -- -- 22 10d 4 10d x 1-1/2 2200 2200 2200 595 1850 1850 1850 500top-max 4 6 10d 4 10d x 1-1/2 2600 2600 2600 595 2110 2165 2185 500top-min 4 2 10d 4 10d x 1-1/2 2165 2165 2165 -- -- 1820 1820 1820 -- --face-max -- -- 22 10d 4 10d x 1-1/2 2200 2200 2200 595 1850 1850 1850 500top-max 4 6 10d 4 10d x 1-1/2 2600 2600 2600 595 2185 2185 2185 500top-min 4 2 10d 4 10d x 1-1/2 2165 2165 2165 -- -- 1820 1820 1820 -- --face-max -- -- 14 10d 6 10d 2210 2545 2765 1570 1900 2185 2375 1320top-max 4 6 10d 6 10d 3525 3525 3525 1570 2955 2960 2960 1320top-min 4 2 10d 6 10d 2025 2025 2025 -- -- 1700 1700 1700 -- --face-max -- -- 18 10d 6 10d 2675 3075 3345 1570 2300 2645 2875 1320top-max 4 6 10d 6 10d 3525 3525 3525 1570 2955 2960 2960 1320top-min 4 2 10d 6 10d 2025 2025 2025 -- -- 1700 1700 1700 -- --face-max -- -- 22 10d 6 10d 3140 3470 3470 1570 2700 2915 2915 1320top-max 4 6 10d 6 10d 3525 3525 3525 1570 2955 2960 2960 1320top-min 4 2 10d 6 10d 2025 2025 2025 -- -- 1700 1700 1700 -- --face-max -- -- 22 10d 4 10d 2550 2935 3190 605 2200 2530 2750 510top-max 4 6 10d 4 10d 3430 3485 3485 605 2460 2550 2610 510top-min 4 2 10d 4 10d 2210 2210 2210 -- -- 1855 1855 1855 -- --face-max -- -- 36 10d 6 10d 3960 3960 3960 1285 3325 3325 3325 1080top-max 4 6 10d 6 10d 2965 2965 2965 1285 2490 2490 2490 1080top-min 4 2 10d 6 10d 1550 1550 1550 -- -- 1300 1300 1300 -- --top-max 4 8 16d 6 16d 3855 3855 3855 1715 3050 3235 3235 1440top-min 4 2 16d 6 16d 2735 2735 2735 -- -- 2295 2295 2295 -- --face-max -- -- 46 10d 4 10d 3365 3365 3365 605 2825 2825 2825 510top-max 4 6 10d 4 10d 2885 2990 3060 605 2090 2180 2240 510top-min 4 2 10d 4 10d 2210 2210 2210 -- -- 1690 1720 1740 -- --face-max -- -- 46 10d 4 10d 3365 3365 3365 605 2825 2825 2825 510top-max 4 6 10d 4 10d 2885 2990 3060 605 2090 2180 2240 510top-min 4 2 10d 4 10d 2210 2210 2210 -- -- 1690 1720 1740 -- --CodeRef.2R121302R12Plated Truss1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS red font.HBWD1-800-328-5934 • www.USPconnectors.com 173USP2241-131

SKEWED NAIL PLATE – SNP3Plated TrussThe SNP3 Skewed Nail Plate is designed and testedfor connecting square cut corner jack trusses atskews from 45˚ to 90˚.Materials: 16 gaugeFinish: G90 galvanizingCodes: ESR-3446, FL820,L.A. City RR 25971Installation:• Install specified fasteners from bend line outfrom each end. Not all nail holes will be filled.• Attach to the supported truss on the acute angleside so the SNP3 runs behind the end of the jack.• Set jack truss against supporting truss andnail on exposed flange.• Bend angle only once.• 8d common nails may be substituted for8d x 1-1/2˝ nails with no reduction in load.USPStock No.SupportingTrussSteelWoodUpiftRef. No. Gauge Qty Type Qty Type Species 100% 115% 125% 160%DF-L 530 530 530 5308d x 1-1/2 6 8d x 1-1/2 SP 530 530 530 530S-P-F 445 445 445 445SNP3 TJC37 16 6Fastener Schedule 2SupportingMemberSupportedMemberAllowable Loads (Lbs.) 11) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) NAILS red font.MSHL/R SKEWED TRUSS HANGER3 1 /2˝3 1 /2˝ SupportedTruss45˚to90˚CodeRef.6, F14,R113 3 /8˝Typical SNP3installation3 1 /2˝3 1 /2˝SNP3© Copyright 2013 USP Structural Connectors ®The MSHL/R is an adjustable 45º skew hanger designed topermit installation on a 2 x 6 or greater bottom chord, orvertical web member.1 3 /4˝Materials: 18 gaugeFinish: G90 galvanizingCodes: ESR-3446, FL822,L.A. City RR 25971Installation:• Use all specified fasteners. See Product Notes, page 11.• Web stiffeners are required for I-Joist installations.1 5 /8˝5˝MSH213L13 1 /4˝Typical MSH213R installationright skewRight skewJoistMaterial& Width2x LumberorTrusses40° to50°Drive nailsat angleLeft skewFastener Schedule 2,3Allowable Loads (Lbs.)HeaderJoistDF-L / SPS-P-FUSPSteel MountingTop Face Floor Roof Uplift 1 Floor Roof Uplift 1Stock No. Ref. No. Gauge Condition Qty Type Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%face-max -- -- -- -- 22 10d 6 10d x 1-1/2 1770 1770 1770 730 1485 1485 1485 615MSH213L/R -- -- 18 top-max 4 10d 6 10d 6 10d x 1-1/2 1735 1735 1735 730 1455 1455 1455 730top-min 4 10d 2 10d 6 10d x 1-1/2 1240 1240 1240 -- -- 1040 1040 1040 -- --1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS: red font.Typical MSH213L installationleft skewCodeRef.R111741-800-328-5934 • www.USPconnectors.com

SEVERELY SKEWED HANGERS – MSSH SERIESUSP’s MSSH217 hanger accommodates a skew range of 60° to 85° (30° maximum offthe girder) without the need for a more expensive custom design hanger. Face nail towebs or bend the flange strap over the chord. Available in left (L) or right (R)configurations.Materials: 18 gaugeFinish: G90 galvanizing© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes, page 11.• The 3 lower holes on each strap are for top nailing when the strap is bent over thetruss chord. These holes are not for face nailing.• One or both straps may be bent over the bottom chord of the girder with top orbackside nailing.• Note: Select the correct (right or left) hanger so that the strap on the outside of theangle will pass the end of the truss. When facing the hanger, the strap in the rear turnsin the direction of the skew. The front strap turns to pass behind the end of the carriedmember.• Attach the hanger at the end of the truss with a single 10d x 11⁄2˝ nail into the sideflange or bottom.• Place the truss in position against the girder. Push the outside strap past the end ofthe truss to the girder web and face nail through the top 8 holes with 10d x 11⁄2˝ nailsfor a 1 ply girder, or 10d common nails for multiple-ply girders.• The strap inside the angle can be formed over diagonal webs (if design allows) orbend over the girder chord. Use two nails into the top and/or back side of the girder.• If the outside strap does not contact a web, bend the strap tightly over thegirder chord. Use two nails into the top and/or back side of the girder.• For uplift resistance, other means of attachment are required. If both the truss andgirder have vertical webs, attach a scab to pack out the girder web nearly flush with thetruss web and use a field adjustable MP framing angle across the two. A top chordconnection for uplift requires a flat LSTA strap tie wrapped under the girder and over thetruss chord.MSSH217LLeft shown attachedto web and top of chordMSSH217RRight shownattached to webs8 holes forface nailing3 holes fortop nailing2 x 6 or 2 x 8Plated TrussFastener Schedule 2,3Allowable Loads (Lbs.) 1Girder TrussHipDF-L / SPS-P-FUSPSteelCarrying Member Carried MemberGirderFloor Roof Floor RoofStock No. Ref. No. Gauge Qty Type Qty Type Truss 100% 115% 125% 100% 115% 125%MSSH217L/R -- -- 188 10d per strap OR 1 Ply 1470 1690 1700 1195 1205 12151 10d x 1-1/24 10d top of bent straps 2 Ply 1700 1700 1700 1195 1205 1215Optional Construction: Parallel to Grain Loading in Hanger Seat8 10d per strap OR 1 Ply 1470 1690 1700 1265 1455 15801 10d x 1-1/24 10d top of bent straps 2 Ply 1700 1700 1700 1550 1630 17001) No uplift value with this hanger. Use other hardware or nailing higher on carried member to counteract uplift.2) One or both straps may be bent over bottom chord of girder with top or backside nailing.3) NAILS:Note: The 3 lower holes on each strap are for top nailing when strap is bent. These holes are not for face nailing.CodeRef.130Pocket nailBend over1 3 /4˝Optionalbottom nailMSSH217Rright shown17 3 /16˝1 5 /8˝LSTA StrapTie pg. 79Back side withstraps bent overRight shownbent over bottom chordBend overMP FramingAngle pg. 71GirderAdditionalStrappingfor High UpliftAdditionalStrappingfor High UpliftBack view shownTrussTop view right shown1-800-328-5934 • www.USPconnectors.com 175USP2241-131

BREAKFAST NOOK HANGERS – BN SERIESDesigned to carry four mono trusses in one connector, it reduces installation time andcost. Provides a tested, load rated connection. Standard configuration spacing:22 1 /2°, 45°, 45°, 45°, 22 1 /2°. The design also includes field adjustable nailing tabs.Materials: 14 gaugeFinish: USP primerCodes: ESR-3448, FL817L.A. City RR 25976Nailing tabsadjust to fasten22 1 /2º mono trussesPlated TrussInstallation:• Use all specified fasteners. SeeProduct Notes, page 11.• Allow a 2˝ setback for each monotruss.• For pitched ceiling, design monotrusses with end-vertical upset. Upsetequals tangent of the ceiling slopetimes 5.6˝.• Bend tab only once.Dimensions (in)22 1/2º 1 22 1/2º 1 Fastener Schedule 4,5Carrying Carried Member DF-L / SPUSPSteelMember per Mono Truss Floor Roof Uplift 1,2CodeStock No. Ref. No. Gauge L H B Qty Type Qty Type 100% 115% 125% 160% Ref.BN264 THJM2-4-SDS3 14 10 5-3/8 3-1/4 20 10d 2 10d x 1-1/2 2380 2735 2975 645 BN284 -- -- 14 10 7-1/8 3-1/4 20 10d 2 10d x 1-1/2 2380 2735 2975 645 R845º45º1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Maximum uplift per mono truss is 175 lbs. at 160% for DF-L/SP and 150 lbs. at 160% for S-P-F.3) Loading published for total load of connection.5) NAILS:New products or updated product information are designated in red font.45ºBN264Standard configuration(top view)Allowable Loads (Lbs.) 3Field adjustablenailing tabswith slottedfastening holesfor slant nailingBTypical BN264installationBN264LH© Copyright 2013 USP Structural Connectors ®HIP/JACK CONNECTORS – HHC, HJC, HJHC, & HTHJ SERIESHHC – Designed to support 1 ply hip and jack trusses/rafters. Contact USP whenusing in multi-ply applications.HJHC – Allows for hip/hip support and hip/ jack/hip installations.HJC & HTHJ – Used to simultaneously hang a combination of hips and jacks offgirder trusses. These hangers fit both left-hand and right-handapplications. An open back design allows for retrofit installations.Materials: HHC, HJC, & HJHC – 12 gaugeHTHJ –18 gaugeFinish: G90 galvanizingOptions: See Specialty Options Chart on page 177.Codes: ESR-3448, FL817, L.A. City RR 25976Installation:• Use all specified fasteners. See Product Notes, page 11.Typical HJC/HTHJinstallationcontinued on next page1761-800-328-5934 • www.USPconnectors.com

HIP/JACK CONNECTORS – HHC, HJC, HJHC, & HTHJ SERIES CONT.45º 45ºTypical HJC/HTHJ installation top view45º 45º 45º 45ºTypical HHCinstallation top viewTypical HJHCinstallation top view© Copyright 2013 USP Structural Connectors ®H6˝HJC3 1 /4˝5 7 /8˝HTHJ5˝HCarrying Member 3Fastener Schedule 4Carried MemberUSPSteel Hper Hip per Jack Floor Roof Uplift 1 Floor Roof Uplift 1Description Stock No. Ref. No. Gauge (in) Qty Type Qty Qty Type 100% 115% 125% 160% 100% 115% 125% 160%LTHJA26,2 x 6 right / left HJC26 THJA26, 12 5-3/8 16 16d 5 7 10d 2385 2740 2980 1840 2065 2375 2580 1545THJU262 x 8 right / left HJC28 -- -- 12 7-1/8 20 16d 6 8 10d 2980 3425 3505 1840 2580 2945 2945 15452 x 6 terminal HHC26LTHJA26,THJA2612 5-7/16 20 16d 5 -- -- 10d 2980 3425 3505 1015 2580 2945 2945 15452 x 8 terminal HHC28 -- -- 12 7-3/16 24 16d 6 -- -- 10d 3505 3505 3505 1840 2945 2945 2945 1545 1302 x 6 terminal HJHC26 -- -- 12 5-7/16 20 16d 5 2 10d 2980 3425 3505 1840 2580 2945 2945 15452 x 8 terminal HJHC28 -- -- 12 7-3/16 24 16d 6 2 10d 3505 3505 3505 1840 2945 2945 2945 15452 x 6 terminal HTHJ26-18 -- -- 18 5 16 16d 7 5 16d 2190 2520 2740 1790 1870 2155 2340 150510,F12, R81) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Loading published for total load of hip / jack connection.4)NAILS:New products or updated product information are designated in red font.H9˝HHCDF-L / SP3 1 /4˝HAllowable Loads (Lbs.) 2S-P-F10 1 /2˝HJHCCodeRef.10,F12,R83 1 /4˝Plated TrussHJC Specialty Options ChartOptionHip Truss SkewRangeAllowable Loads HSpecify angle(60° max)OrderingVaries8˝ max. widthHJC (skewed)3 1 /4˝Typical HJC (skewed) installationwith alternate skew angle top view1-800-328-5934 • www.USPconnectors.com 177USP2241-131

GIRDER TRUSS HANGERS – GT, GTD, & GTS SERIESThe GT primarily hangs girder trusses off other girder trusses, although a wide varietyof other heavy-duty installations apply.Materials: See chartFinish: USP primerOptions: All models available in LVL sizes, use M in place of T, as in GT2M4B.Codes: ESR-3448, FL822, L.A. City RR 25976Plated TrussInstallation:• Use all specified fasteners. See Product Notes, page 11.• Minimum heel height is 9 1 /4˝ for GT hangers.SupportedMember2 ply3 ply4 ply5 plySteel GaugeDimensions (in)Fastener Schedule 1,2,3SupportingTrussTypical GT2T4BinstallationUSPStock No. Ref. No.BackPlate Strap W1 L H D B QtyBoltDia. Qty TypeWoodSpecies 100% 115% 100% 115% 100% 115% 160%GT2T2BGT2T2BHGT2T3BGT2T4BGT2T6BGT2T6BHGT2T8BGT3T3BGT3T3BHGT3T4BGT3T4BHGT3T6BGT3T6BHGT3T8BGT3T8BHGT4T4BGT4T4BHGT4T6BGT4T6BHGT4T8BGT5T8BH-- ---- ---- --THGB2-- ---- --THGBH2-- ---- --THGB3-- ---- ---- --THGBH3-- ---- ---- ---- ---- --THGBH4-- --3333333333333333333337777777777777777777773-7/163-7/163-7/163-7/163-7/163-7/163-7/165-1/85-1/85-1/85-1/85-1/85-1/85-1/85-1/86-1/26-1/26-1/26-1/26-1/28-1/866677-1/47-1/47-1/466777-1/47-1/47-1/47-1/47-1/27-1/27-1/27-1/27-1/29-1/41922-1/422192226-1/4252226-1/41922-1/42226-1/42530-1/41922-1/42226-1/42530-1/44-1/24-1/24-1/25-1/26664-1/24-1/25-1/25-1/266665-1/25-1/266669-1/49-1/49-1/49-1/49-1/49-1/49-1/49-1/49-1/49-1/49-1/49-1/49-1/49-1/49-1/49-1/49-1/49-1/49-1/49-1/49-1/42234668334466884466883/413/43/43/413/43/413/413/413/413/413/413/4112121212121212121212121212121212121212121216d16d16d16d16d16d16d16d16d16d16d16d16d16d16d16d16d16d16d16d16dDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SP17252270250534655200685569352505320034654570520068556935914034654570520068556930914019852610288039855980788579752880367539855255598078857975105153985525559807880797010510295039204370590588601179511815437057405905786588601179511815157255905786088601179011810157203390451050256790101901356513585502566056790904510190135651358518085679090401018513560135801808033405715498566801002013530133554985849066801143510020148601335519155668011440100201486013360194653840657557307680115201387013870573097657680131501152014860153601946576801315511525148601536519465200020002000200020002000200020002000200020002000200020002000200020002000200020002000S-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-F15151980217530404560599560802175274530403995456059956080799030403995456059906080799017402275250534955245689069952505316034954595524568906995919034954595524568906990918525153330371050407560963096303710483050406685756010030100801337050406685756010025100801336528953830426557858695992599254265555557957690869511535115901375057957685869011530115901537030854850459054859260963096304590716061759720926012480123501345561759720926012480123451635035455580527557859925992599255275823070001118010650124801309013750700011175106501248013090163502000200020002000200020002000200020002000200020002000200020002000200020002000200020001) Bolts shall conform to ASTM A 307 Grade A or better.2) GT series require 2 x 6 vertical member for 2, 3, and 4 bolt hangers and 2 x 8 for 6 and 8 bolt hangers.3) NAILS:New products or updated product information are designated in red font.SupportedTruss1 Ply 2 PlyAllowable Loads (Lbs.)Supporting Member3 PlyUpliftCodeRef.13010,F16,R813010, F16,R813010,F16,R8© Copyright 2013 USP Structural Connectors ®continued on next page1781-800-328-5934 • www.USPconnectors.com

GIRDER TRUSS HANGERS – GT, GTD, & GTS SERIES CONTINUEDLH45ºW 2W2© Copyright 2013 USP Structural Connectors ®W 2B45º 45ºDW 1 W 1W W 11GTGT series – Hip ApplicationsSupportedMember2 plyskewed 45°1 plyhip & jack2 ply hip& 1 ply jack1 plyterminal hip2 plyterminal hipUSP 4,5Stock No.GT2T2BSKL/RGT2T4BSKL/RGTS1T1H3BSKL/RGTS1T1H4BSKL/RGTS1T2H3BSKL/RGTD1T1H3BGTD1T2H3BGT2T4BDimensions (in) SteelFastener Schedule 2,3,6 Allowable Loads (Lbs.) 1GaugeSupporting Supported SupportedSupporting MemberTruss TrussHip1 Ply 2 Ply 3 Ply UpliftBackBoltWoodCodeRef. No. Plate W1 W2 L H D B Qty Dia. Qty Type Qty Type Species 100% 115% 100% 115% 100% 115% 160% Ref.-- ---- ---- ---- ---- ---- ---- --333333377777773-7/163-7/161-5/81-5/81-5/81-5/81-5/8-- ---- --1-5/81-5/83-7/161-5/83-7/1667-1/49-1/49-1/49-1/468191922192222224-1/24-1/2**4-1/2**4-1/2**4-1/2**4-1/2**4-1/29-1/49-1/45-1/25-1/25-1/25-1/25-1/235454333/43/43/43/43/43/43/412124444416d16d10d x 1-1/210d x 1-1/210d x 1-1/210d x 1-1/210d x 1-1/2-- ---- --44444-- ---- --10d x 1-1/210d x 1-1/210d x 1-1/210d x 1-1/210d x 1-1/2DF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SPDF-L / SP16953385244533852445246024501945389528153890281528302820293558704330586543304355433533756750498067454980500549853310662549206620492049504930381076205660761056605695567020002000-- ---- ---- ---- ---- --S-P-FS-P-FS-P-FS-P-FS-P-FS-P-FS-P-F14802965212029602120213521251705341024403405244024552445249549953665499036653685367028705745421557404215424042203055611545305765453045554535351570355210591052105240521520002000-- ---- ---- ---- ---- --130StrapGTSleft shownGTS1T2H3BSKLleft shown1) The listed loads for GTS and GTD is the total of hip and jack connection.2) Bolts shall conform to ASTM A 307 or better.3) GT Series require 2 x 6 vertical member for 2, 3, and 4 bolt hangers and 2 x 8 for 6 and 8 bolt hangers.4) All side pocket applications assume 45° angle.5) Must specify right or left for all GTS and GT skewed.6) NAILS**D is 3" for hip bucket.The GTWS series girder-to-girder hangers feature high uplift capacitiesalong with high gravity load ratings.GTDHIGH UPLIFT GIRDER TRUSS HANGERS – GTWS SERIESGTD1T1H3BPlated TrussMaterials: 10 gaugeFinish: G90 galvanizingCodes: FL6223Installation:• Use all specified fasteners. See Product Notes, page 11.• WS Wood Screws are included with hangers where specified.• GTWS2T shall be installed to a minimum 2x4 vertical member of a girdertruss with no restriction on the size of the bottom chord.• GTWS3T shall be installed to a minimum 2x6 vertical member of agirder truss with no restriction on the size of the bottom chord.• GTWS4T shall be installed to a minimum 2x8 vertical member of agirder truss with no restriction on the size of the bottom chord.16˝5˝WGTWS3TTypical GTWSinstallationDimensions (in) Fastener Schedule 2,3,4 Allowable Loads (Lbs.)Supporting Truss Supported TrussDF-L / SP16˝USPSteelWoodWood No. ofUplift 1CodeStock No. Ref. No. Gauge W H D Qty Screws Qty Screws Plies 100% 115% 125% 160% Ref.GTWS2T -- -- 10 3-1/4 16 4 22 WS3 16 WS3 2 Ply 8720 10030 10900 8435GTWS3T -- -- 10 4-7/8 16 5 28 WS3 24 WS3 3 Ply 11100 12470 12470 12490 F26GTWS4T -- -- 10 6-1/2 16 5 28 WS3 24 WS3 4 Ply 11100 12470 12470 124904˝W1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.GTWS2T4) WS3 wood screws may be installed in both vertical and horizontal members.1-800-328-5934 • www.USPconnectors.com 179USP2241-131

GIRDER TRUSS HANGERS – GTQ & GTQM SERIESPlated TrussThe GTQ & GTQM hangers connect to multi-ply girder truss with USP’s WS Wood Screwsoffering high load capacities. Design features minimum and maximum fasteninginstallation options to accommodate various sizes of vertical web. GTQM’s are designed forLVL sizes, for example GTQM218.Materials: 7 gaugeFinish: G90 galvanizingInstallation:• Use all WS wood screws as specified.• Install hanger centered on vertical web.• GTQ’s are designed to be installed on various sizes of vertical web. Maintain a minimum5/8” fastener edge distance as per the National Design Specification where truss connectorplates are not present.• Install WS wood screws in all fastener holes including diamond holes for maximum values.Typical GTQ318installation(GTQM318 similar)USPStock No. 7 7Dimensions (in)Min Supporting Truss 4,5 Supported TrussDF-L / SPS-P-FVertFloor Roof Wind 8 Uplift 2 Floor RoofInstall WebMin. No.No. ofWind 8 Uplift 2Ref. No. W H D Type Size Qty Type of Plies Qty 6 Type Plies 100% 115% 125% 160% 160% 100% 115% 125% 160% 160%Min 2x6 18 2 20 WS3 6965 7900 7900 7900 4595 5795 6635 6635 6635 3860 18 2Max 2x8 302 20 WS3 11610 13160 13160 13160 4595 9660 11055 11055 11055 3860Min. (3) 2xrequired forWS45 screwsMin 2x6 18 2 20 WS3 6965 7900 7900 7900 4595 5795 6635 6635 6635 3860 18 2Max 2x8 30 2 20 WS3 11610 13160 13160 13160 4595 9660 11055 11055 11055 386018186 ¼"55W5"18"GTQ318(GTQM318 similar)Typical GTQ420installation(GTQM420 similar)Fastener Schedule 1,3 3Allowable Loads (Lbs.)Min 2x6 25 2 20 WS45 11480 11480 11480 11480 4595 9640 9640 9640 9640 3860Max 2x8 33 2 20 WS45 14665 14665 14665 14665 4760 12320 12320 12320 12320 3605Min 2x6 25 2 20 WS45 11480 11480 11480 11480 4595 9640 9640 9640 9640 38603Max 2x8 33 2 20 WS45 14665 14665 14665 14665 4760 12320 12320 12320 12320 3605Min 2x8 41 3 20 WS6 14435 14435 14435 14435 4690 12125 12125 12125 12125 3940 20 4Max 2x10 47 3 20 WS6 17920 17920 17920 17920 4690 15055 15055 15055 15055 3570Min 2x8 41 3 20 WS6 14435 14435 14435 14435 4690 12125 12125 12125 12125 3940 7 20 4Max 2x10 47 3 20 WS6 17920 17920 17920 17920 4690 15055 15055 15055 15055 35705 15/16"W20"5 ¾"GTQ420(GTQM420 similar)Typical GTQ218installation(GTQM218 similar)6 ¼"WMin. (2) 2xrequired forWS3 screwsDHGTQ218(GTQM218 similar)CodeRef.130© Copyright 2013 USP Structural Connectors ®TRUSS CLIPS – STC SERIES180The STC provides uplift resistance by securing trusses to top plates.Slotted nail holes allow for horizontal movement as scissor trusses deflect.Materials: 12 gaugeFinish: G90 galvanizingCodes: ESR-3448, FL817, L.A. City RR 25976Typical STCinstallation1-800-328-5934 • www.USPconnectors.comF 1continued on next page

TRUSS CLIPS – STC SERIES CONT.Installation:• Use all specified fasteners. See Product Notes, page 11.• When installing, do not fully set nails.• Locate nails into the center of slots to allow for horizontal movement.1 1/4˝ slots© Copyright 2013 USP Structural Connectors ®Dimensions (in) Fastener Schedule 2Allowable Loads (Lbs.)TrussPlate DF-L / SP S-P-FUSPSteelF1 Uplift 1 F1 Uplift 1Stock No. Ref. No. Gauge Description W1 W2 Qty Type Qty Type 160% 160% 160% 160%STC24 TC24 12 2 x 4 top plate 3-9/16 1-5/8 5 10d x 1-1/2 6 10d x 1-1/2 330 810 275 680STC26 TC26 12 2 x 6 top plate 5-1/2 1-5/8 5 10d x 1-1/2 6 10d x 1-1/2 330 810 275 680STC28 TC28 12 2 x 8 top plate 7-1/4 1-5/8 5 10d x 1-1/2 6 10d x 1-1/2 330 810 275 6801) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) NAILS red font.FLOOR TRUSS CLIPS – FTC SERIESThe FTC slides easily onto the top or bottom chord and provides aguide to help position and support the second truss during assembly.Materials: 18 gaugeFinish: G90 galvanizingCodes: ESR-3448 , FL817, L.A. City RR 25976Patents: #5,653,079Installation:• Use all specified fasteners. See Product Notes, page 11.• The truss designer must determine the number of clipsand spacing between units according to concentrated loadconditions and uniform loading requirements.6 1 /16˝CodeRef.10,F12,R84 3 /8˝W 1H2˝ 1 1 /8˝FTCW 2W 2W 1STCTypical FTCinstallationPlated TrussConcentrated Load Spacing Tips:Divide half of the concentrated load by the clip capacity to findthe number of clips required.Example:Concentrated (point) load = 3000 lbs, FTC1 capacity = 865 lbs1⁄2 (3000 lbs)= 1.73 = 2 clips865 lbs4 3 /8˝FTC1F3 1 /16˝2 1 /16˝Typical FTC2 ply metal webtruss installationPlace 2 clips near concentrated load.Uniform Load Spacing Tips:Divide the clip capacity by half the required load per lineal foot.7 5/8˝4 3/8˝ 2 1/16˝Example:Uniform (distributed) load = 500 lbs/ft, FTC1 Limited load = 865 lbs3 1/16˝8651⁄2 (500)= 3.46FTC2FTypical FTC2Fretrofit installationSpace clips at 3'4" along length of truss.Fastener Schedule 2,4 Truss USPSteelDimensions (in) Maximum Transfer Loads 1,3CodeSize Stock No. Ref. No. Gauge W1 W2 H Qty Type DF-L / SP S-P-F Ref.3 x 2 FTC32 -- -- 18 2-1/16 2-1/2 1-1/2 10 10d x 1-1/2 680 5904 x 2(2) 4 x 2FTC1FTC2-- ---- --18183-1/23-1/23-1/163-1/161-1/23101010d10d86586575075010,R8FTC1FFTC2F-- ---- --18183-1/163-1/16-- ---- --4-3/84-3/8101010d10d865865750750F12,1) Transfer loads are for 100% floor load, and shall not be increased for short term load duration.3) Truss designer shall determine the number of clips for concentrated loads and the spacing for uniform loads.4) NAILS: New products or updated product information are designated in red font.Alternate FTC2Fretrofit installation1-800-328-5934 • www.USPconnectors.com 181USP2241-131

SUPPLEMENTARY BEARING PLATES – SBP SERIESPlated TrussUse the SBP instead of extra truss plys or nail-on scabs to distributeconcentrated truss reactions and avoid top plate crushing. Thetwo-piece design accommodates any number of girder plys. Awraparound design gives superior uplift resistance, and reinforcementribs effectively distribute bearing loads. Works with both single anddouble 2x4 or 2x6 top plates.Materials: 16 gaugeFinish: G90 galvanizingCodes: ESR-3448, FL822, L.A. City RR 25976Installation:• Use all specified fasteners. See Product Notes, page 11.• The SBP shall be installed in pairs.No. ofTrussPlies1 Ply2 Ply3 Ply4 Ply1 Ply2 Ply3 Ply4 PlyWoodSpeciesF c(psi)Allowable Loads (Lbs.) 1,2,3SBP's Alone SBP + Truss Bearing 4100% 115% 125% 100% EBL 115% EBL 125% EBLDF-L 625 2260 2600 2825 5540 5.91 5880 6.27 6105 6.51SP 565 2440 2805 3050 5405 6.38 5770 6.81 6015 7.10S-P-F 425 1940 2230 2425 4170 6.54 4460 7.00 4655 7.30Hem Fir 405 1980 2275 2475 4105 6.76 4400 7.24 4600 7.57DF-L 625 2320 2670 2900 8885 4.74 9235 4.93 9465 5.05SP 565 2500 2875 3075 8435 4.98 8810 5.20 9010 5.32S-P-F 425 2000 2300 2500 6465 5.07 6765 5.31 6965 5.46Hem Fir 405 2040 2345 2550 6295 5.18 6600 5.43 6805 5.60DF-L 625 2320 2670 2900 12165 4.33 12515 4.45 12745 4.53SP 565 2500 2875 3075 11400 4.48 11775 4.63 11975 4.71S-P-F 425 2000 2300 2500 8695 4.55 8995 4.70 9195 4.81Hem Fir 405 2040 2345 2550 8420 4.62 8725 4.79 8930 4.90DF-L 625 2320 2670 2900 15445 4.12 15795 4.21 16025 4.27SP 565 2500 2875 3075 14365 4.24 14740 4.35 14940 4.41S-P-F 425 2000 2300 2500 10925 4.28 11225 4.40 11425 4.48Hem Fir 405 2040 2345 2550 10545 4.34 10850 4.47 11055 4.55DF-L 625 3165 3640 3955 8320 8.87 8795 9.38 9110 9.72SP 565 3415 3930 4270 8075 9.53 8590 10.14 8930 10.54S-P-F 425 2715 3125 3395 6220 9.76 6630 10.40 6900 10.82Hem Fir 405 2770 3190 3465 6110 10.06 6530 10.75 6805 11.20DF-L 625 3250 3735 4060 13565 7.23 14050 7.49 14375 7.67SP 565 3500 4025 4375 12825 7.57 13350 7.88 13700 8.08S-P-F 425 2800 3220 3500 9815 7.70 10235 8.03 10515 8.25Hem Fir 405 2855 3285 3570 9540 7.85 9970 8.21 10255 8.44DF-L 625 3250 3735 4060 18720 6.66 19205 6.83 19530 6.94SP 565 3500 4025 4375 17485 6.88 18010 7.08 18360 7.22S-P-F 425 2800 3220 3500 13320 6.96 13740 7.18 14020 7.33Hem Fir 405 2855 3285 3570 12880 7.07 13310 7.30 13595 7.46DF-L 625 3250 3735 4060 23875 6.37 24360 6.50 24685 6.58SP 565 3500 4025 4375 22145 6.53 22670 6.69 23020 6.79S-P-F 425 2800 3220 3500 16825 6.60 17245 6.76 17525 6.87Hem Fir 405 2855 3285 3570 16220 6.67 16650 6.85 16935 6.971) Allowable loads are for a pair of SBP devices. SBP's shall be installed in pairs.2) Multiple ply trusses shall be fastened together to act as a single unit.3) EBL denotes effective bearing length and includes the actual bearing length plus the contribution of the SBP device.4) Assumes full seating of truss on top plate.F 1F 2Typical SBP standardinstallationWSBPLHTypical SBP One TabUp installationHWSBP tab upDDL© Copyright 2013 USP Structural Connectors ®Dimensions (in)Fastener Schedule 1,5Allowable Loads (Lbs.) 2,3PlateTrussDF-L / SPS-P-FUSPSteelJoist Top SidesF1 F2 Uplift 4 F1 F2 Uplift 4Stock No. Ref. No. Gauge W H L D Thickness Qty Type Qty Type Qty Type Application 160% 160% 160% 160% 160% 160%3-1/2 2211 20 10dx1-1/2 10d 8 10d 20 10d 28 10dx1-1/2 10d 8 10d 28 10d 1370137012801280 20 10dx1-1/2 10d 8 10d 20 10d 28 10dx1-1/2 10d 8 10d 28 10d 11801180720720NAILS: red font.CodeRef.R8130R81301821-800-328-5934 • www.USPconnectors.com

ROOF TRUSS TIES – TR SERIESSlotted design allows truss to deflect without imposingload on wall below.2 1/2˝ 2 11/16˝Materials:Finish:See chartG90 galvanizingInstallation:• Use all specified fasteners. See Product Notes, page 11.• Do not fully set nails.• Locate nails into the center of slots.TR21 7/8˝Typical TR2 installation© Copyright 2013 USP Structural Connectors ®USPStock No.HTC4USPStock No.SteelFastener Schedule 6 Allowable Loads (Lbs.) 1Truss Plate DF-L / SPWithout Gap 2 3 4F1 5 F2 F1 5 F2 F1 5 F2Ref. No. Gauge Description Qty Type Qty Type 160% 160% 160% 160% 160% 160%TR1 STC 18 single slot 1 8d 2 8d 85 50 35 35 -- -- -- --TR1T STCT 16 single slot 1 8d 2 8d 240 -- -- 130 -- -- 80 -- --TR2 DTC 18 double slot 2 8d 4 8d 125 210 85 135 -- -- -- --1) 1) Loads have have been been increased increased for short-term for short-term loading; loading; no further no increase further allowed. increase allowed. 5) To achieve 5) To achieve F1 loads F1 loads in both in both directions, directions,2) Truss must be bearing on top plate to achieve the allowable loads under "Without Gap".clips must be installed on both sides of the truss3) Installed with maximum 1/4˝ space between rafter or truss and top plate under "With 1/4˝ Gap". and staggered to avoid nail interference.Space is not limited to 1/4˝, where loads are not required.6) NAILS: 8d nails are 0.131˝ dia. x 2-1/2˝ long.4) Installed with maximum 1/2˝ space between rafter or truss and top plate under "With 1/2˝ Gap". New products or updated product informationSpace is not limited to 1/2˝, where loads are not required.are designated in red font.HEAVY TRUSS DEFLECTION CLIP – HTC4Slotted design allows truss to deflect without imposing load on wall below.Materials: 16 gaugeFinish: G90 galvanizingCodes: ER-0201, FL15143Installation:• Use all specified fasteners. See Product Notes, page 11.• Do not fully set nails. Fastener Schedule 4 Allowable Loads (Lbs.) 1PlateTruss/RafterDF-L / SP (160%)Steel Top SideWithout Gap 2 3Ref. No. Gauge Qty Qty Type Qty Type F1 F2 F1 F2HTC4,S/HTC416 2 4 10d x 1-1/2 3 10d x 1-1/2 255 525 55 2951) Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) Truss/Rafter must be bearing on top plate to achieve the allowable loads under "Without Gap".3) When installed with maximum 1-1/4" space between truss/rafter and top plate, use loads under "With 1-1/4" Gap".4) NAILS:CodeRef.21,F32CodeRef.1303 1 /2˝HTC41 1 /4˝TR12˝2 3 /4˝3 1 /4˝1˝1 15 /16˝NEWSIZEF2TR1T1 1 /4˝F14 1 /4˝1 3 /4˝Typical HTC4installationPlated TrussBLOCKING SUPPORTS – ZC SERIESZC clips secure blocking between joists or trusses whichprovides support for drywall or sheathing.DMaterials:Finish:See chartG90 galvanizingHInstallation:• Use all specified fasteners. See Product Notes, page 11.Dimensions (in) Fastener Schedule 1Allowable Load (Lbs.) 2Header BlockingDF-L / SPUSPSteelDownwardStock No. Ref. No. Gauge W H D Qty Type Qty Type 100%ZC2 Z2 20 2-1/4 1-9/16 1-1/2 2 10d x 1-1/2 2 10d x 1-1/2 490ZC4 Z4 12 1-1/2 3-9/16 1-3/8 2 10d x 1-1/2 1 10d x 1-1/2 420ZC24 Z28 28 2-1/2 1-9/16 1-3/8 10d x 1-1/2 10d x 1-1/2-- --ZC34 Z38 28 2-1/2 2-9/16 1-5/16 10d x 1-1/2 10d x 1-1/2-- --1) Allowable load shall not be increased for other load duration factors.2) NAILS:WCodeRef.130120ZC2Typical ZC installationZC41-800-328-5934 • www.USPconnectors.com 183USP2241-131

TRUSS FIELD SPLICE KITS – FS & FSS SERIESJob site splicing of long trusses is made easier with Truss Field SpliceKits. The FS and FSS (for scissors trusses) includes a pair of plates,bolts, nuts, and a Splice Clip for top chord alignment. Allowable loads aresometimes limited by tension in the net section of the wood. Choose thebottom chord size and species that will satisfy the tension requirement.Analyze tension in the web to determine the required size.Plated TrussMaterials: FS & FSS – See chart, bolts, and nuts includedSplice Clip – 12 gaugeFinish: FS & FSS – USP primer;Splice Clip – G90 galvanizing;Bolts – zinc platingInstallation:• Use all specified fasteners. See Product Notes, page 11.• Position the two trusses, center one splice plate on the bottom chordsand clamp in place for a drilling template. Install the Splice Clip at the toptruss plate and fasten with (18) 10d x 11⁄2˝ nails. Drill through the bottomchord using splice plate as a template. Place splice plate on each sideand bolt the connection firmly.Bolt Schedule Allowable Loads (Lbs.) 1,2USPSteel TrussChordDF-L SP S-P-FStock No. Ref. No. Gauge Plies Qty Type Size 115% 115% 115%2 x 6 4995 4845 3910FS8B -- -- 7 1 8 2 x 8 6695 6305 52402 x 10 7195 7565 60302 x 6 4995 4845 3910FS12B -- -- 3 1 12 2 x 8 6695 6305 52402 x 10 8320 7565 65102 x 6 9995 9690 7820FS8B-2 -- -- 7 2 8 2 x 8 13390 12615 104802 x 10 14130 14725 121402 x 6 9995 9690 7820FS12B-2 -- -- 3 2 12 2 x 8 13390 12615 104802 x 10 16640 15125 130202 x 6 14120 14540 11730FS8B-3 -- -- 7 3 8 2 x 8 14145 14740 130702 x 10 14130 14725 130752 x 6 14990 14540 11730FS12B-3 -- -- 3 3 12 2 x 8 20085 18920 157202 x 10 21770 22670 195302 x 6 4995 4845 3910FSS8B -- -- 7 1 12 2 x 8 6695 6305 52402 x 10 7195 7565 60302 x 6 4995 4845 3910FSS12B -- -- 3 1 18 2 x 8 6695 6305 52402 x 10 8320 7565 65102 x 6 9995 9690 7820FSS8B-2 -- -- 7 2 12 2 x 8 13390 12615 104802 x 10 14130 14725 121402 x 6 9995 9690 7820FSS12B-2 -- -- 3 2 18 2 x 8 13390 12615 104802 x 10 16640 15125 13020CodeRef.1) Allowable loads shall not be increased for other load duration factors.2) Allowable loads are based on the lesser of the calculated bolt loads and the calculated woodtensile strength at the critical net section.3) Wood tensile strengths are based on the Ft of 450 psi for S-P-F, 575 psi for DF-L, andapproximately 540 psi for SP; and increased by the size factors in accordance with the NDS®.4) Bolts shall confrom to ASTM A 307 Grade A or better.130Typical FSS installationFSSTypical FS installationFS© Copyright 2013 USP Structural Connectors ®Splice Clip1841-800-328-5934 • www.USPconnectors.com

TRUSS BRACE & SPACER (STABILIZER)The Stabilizer Truss Brace & Spacer provides temporary construction bracing in the roofand ceiling planes, as well as permanent lateral bracing for webs as specified by your trussengineering.The Stabilizer is easily installed by embedding the patented MII 20 teeth on the topflange straight into the edge of the truss member to be braced with a framing hammer. Theside tabs are then secured by driving the teeth into the face of the truss member beingbraced.24 o.c.OddSpacing© Copyright 2013 USP Structural Connectors ®Materials: 20 gaugeFinish: G60 galvanizingCodes: ESR-2362Installation:Temporary Construction• Use 31-16 for standard 16˝ o.c. spacing and 31-24 for standard 24˝ o.c. spacing. For odd Bracing Installationspacing, cut and insert a solid block between the trusses.• Typically, The Stabilizer is installed at 6´– 8´ centers along the roof plane and 10´– 15´along the ceiling plane. (Refer to engineering specifications BCSI 1-03, published by TheTruss Plate Institute for specific bracing requirements.)• The Stabilizer must be supplemented with diagonal bracing in the roof and ceilingplanes and cross bracing in the web plane at required intervals.• Web forces are not to exceed 8000 lbs.• The Stabilizer is properly installed when the top flap and side tabs are flush with themember being braced. 25 1 /4˝Important: The erection contractor is responsible for determining andinstalling the temporary bracing for the structure, including the trusses. It ismost important for the installer to provide adequate means for bracing the firsttruss installed. The performance of the entire bracing system depends on theadequacy of the ground bracing or other means of bracing the first group oftrusses installed. The building designer is responsible for the permanentbracing design of the overall structure including the truss. This includes thedesign of required supplemental diagonal and cross bracing.31-24 StabilizerPlated TrussHammer here1 3 /8˝Flap22 1 /2˝Side view1˝7/8˝Hammer hereChordattachment detailWeb bracinginstallation1 3 /8˝71.28ºAllowable Axial Loads (Lbs.)O.C.USPStock No. Ref. No.SteelGaugeSpacing(in)TensionTension with Fastener Compression31-16 TSBR2-16 20 16105 155 42031-24 TSBR2-24 20 241) 1 pound = 4.448N2) Fastener shall be (1) 8d or 10d common wire nail inserted through nail slot.3) NAILS:CodeRef.17Top view1 1 /2˝1 3 /8˝Standard Mil 20 punchTab1 3 /8˝End view7/8˝1˝1/4˝1 1 /2˝1-800-328-5934 • www.USPconnectors.com 185USP2241-131

TRUSS SPACERS – TS & TSX SERIESTruss spacers give framers fast and accurate spacing for trusses, rafters, or floorjoists. The TS and TSX eliminate the need to mark layouts on bearing plates,improve installation speed, and help eliminate spacing errors. These spacers arelight weight and compact.Materials: See chartMaterials: G90 galvanizingPlated TrussInstallation:• Use (1) 8d nail per end to fasten units to trusses, rafters, or floor joists.Important: These units provide spacing guidesonly. Do not rely on the TS or TSX for bracing.Joist USPSteel O. C. Overall SectionsWidth Stock No. 1 Ref. No. Gauge Spacing Length Per PieceTS -- -- 20 24 11-1/2 TSX16 TSF2-16 22 16 8' 6TSX24 TSF2-24 22 24 10' 51) TSX spacers are shipped folded.CodeRef.120TS single-unit spacerTypical TSX installation© Copyright 2013 USP Structural Connectors ®DRAG STRUT CONNECTOR – LDSC & DSC SERIESTransfers lateral loads from girder truss into bearing walls.TSX multi-unit spacerMaterials: See chartFinish: USP primerCodes: ESR-3448, FL817, L.A. City RR 2597610 1 /2˝Installation:• Use all specified fasteners. See Product Notes, page 11.• WS3 Wood Screw, 1/4˝ dia. x 3˝ long, are supplied withDSC4 connector.2 1 /8˝7˝2˝LDSC4L left shownTypical DSC4RinstallationFastener Schedule 2,3Allowable Tension Loads (Lbs.) 1TrussTop PlateDF-L / SPS-P-FUSPSteelCompression Tension Compression TensionCodeStock No. Ref. No. Gauge Qty Type Qty Type 160% 160% 160% 160% Ref.LDSC4L/R -- -- 14 9 10d x 1-1/2 9 10d x 1-1/2 1640 1640 1425 1425 10,DSC4L/R DSC5R/L-SDS3 3 16 WS3 16 WS3 4965 4945 4270 4250 F12, R81) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS: red font.3˝21˝ 3 1 /4˝DSC4R right shown1861-800-328-5934 • www.USPconnectors.com

ALTERNATE INSTALLATIONSBacker blockinstallationPanel pointinstallationWood blocking used to achieve full designload value of a face mount hanger attached toa carrying member.(Blocking to be designed by trussdesigner or engineer of record)Connection with face mount hangerattaching to a truss panel point.(Hanger nails that do not penetrate woodin panel point provide noload resistance)Reduce load according to the code.© Copyright 2013 USP Structural Connectors ®Wood blockingJUS26 pg. 94• Wood blocking should be of similarsize/grade as the truss member to which it isattached. The blocking should be designed toact as one unit with truss members.• Truss designer shall approve blockingsize/grade, fasteners required, andapplication.• All fasteners used to attach woodblocking should be independent of thefasteners in the truss hanger.THDH28-2pg. 169Plated TrussTHDH26-2pg. 169Filler blockinstallationWood filler blocking used forsupported member width lessthan hanger width.(Blocking and blockingfasteners/quantity to bedesigned by truss designer orengineer of record)GT4T6BHpg. 178Filler BlockingFiller Blocking1-800-328-5934 • www.USPconnectors.com 187USP2241-131

BRIDGING - N & O SERIESO – The O series spans three joists in under/over installation. Prong teeth in thecenter help reduce nailing.N – The N series spans two joists per unit. Can be used for bridging or bracing I-Joists.See chart.Materials: See chartFinish: G90 galvanizingCodes: ESR-3456, L.A. City RR 25836, FL13285Installation:• Use specified fasteners in models with fastener requirements.• For all models – Bridging should be installed on floor joists with a nominal depth-tothicknessratio of 5 to 6 or more (2005 National Design Specification for WoodConstruction; Section 4.4.1). Bridging units should be installed in pairs at intervals of8´ or less. Bridging pairs should form an “X” between joists; leave a slight spacebetween the units to avoid noise-generating contact. Follow specific installationinstructions below for particular models.• Install prior to subfloor sheathing. Use (2) 8d x 11⁄2˝ nails at each end. Fully seat nailsto avoid any movement against the bridging and subsequent floor noise.Dimensions (in) Fastener Schedule 1 JoistUSPSteelSpacing CodeStock No. Ref. No. Gauge W L Qty Type O.C. (in) Ref.N16 LTB20, TB20 22 3/4 19-3/4 4 8d x 1-1/2 16N27 TB27 20 3/4 26-13/16 4 8d x 1-1/2 -- --N30 TB30 20 3/4 29-13/16 4 8d x 1-1/2 -- --N36 TB36 20 3/4 35-13/16 4 8d x 1-1/2 -- -- 15,N42 TB42 20 3/4 42 4 8d x 1-1/2 -- -- F30,N48 TB48 20 3/4 48 4 8d x 1-1/2 -- -- R14N54 TB54 20 3/4 54 4 8d x 1-1/2 -- --N56 TB56 20 1 56 4 8d x 1-1/2 -- --N60 TB60 20 1 60 4 8d x 1-1/2 -- --O16 -- -- 18 1 44 4 8d x 1-1/2 16 120O40 LTB40 22 3/4 39-3/4 4 8d x 1-1/2 16 15, F30, R141) For joist spacing, refer to the Joist Installation chart.3) NAILS: red font.Joist InstallationsWTypical OinstallationOLTypical Ninstallation© Copyright 2013 USP Structural Connectors ®Sized for Joist-to-Joist X BridgingMiscellaneousI-BeamJoist Spacing 1Height (in) 7-1/4 -- --N16/O16/O40-- -- -- -- -- -- -- -- -- -- -- -- -- --9-1/4 N16N16/O16/O40N27 N27/N30 N36 N36/N42 N42 N48 N54/N569-1/2 N16 N16 N27 N27/N30 N36 N36/N42 N42 N48 N54/N5610 N16 N16 N27 N27/N30 N36 N36/N42 N42 N48 N54/N5611-1/4 N16 N16 N27 N30 N36 N36/N42 N42 N48 N54/N5611-7/8 N16 N27 N27 N30 N36 N36/N42 N42 N48 N54/N5612 N16 N27 N27 N30 N36 N36/N42 N42 N48 N54/N5614 N16 N27 N27/N30 N30 N36/N42 N36/N42 N42 N48 N54/N5616 N27 N27 N27/N30 N30 N36/N42 N42 N42/N48 N48/N54 N54/N5618 N27 N27/N30 N30 N36 N36/N42 N42 N42/N48 N48/N54 N54/N5620 N27/N30 N27/N30 N30 N36 N42 N42 N42/N48 N48/N54 N54/N56/N6022 N27/N30 N30 N36 N36/N42 N42 N42/N48 N48 N54/N56 N54/N56/N6024 N30 N36 N36 N36/N42 N42 N42/N48 N48 N54/N56 N56/N6026 N30/N36 N36 N36/N42 N42 N42/N48 N48 N48/N54 N54/N56 N56/N6028 N36 N36/N42 N36/N42 N42 N42/N48 N48 N48/N54 N54/N56 N6030 N36/N42 N36/N42 N42 N42/N48 N48 N48 N48/N54/N56 N54/N56/N60 N6032 N36/N42 N42 N42 N42/N48 N48 N48/N54 N54/N56 N54/N56/N60 N60WNLAll models require (2) 8d (0.131") x 1-1/2 nails at each end.1881-800-328-5934 • www.USPconnectors.com

BRIDGING – MB16 & MBG SERIESMBG – Grip tooth bridging. Features special teeth which grip joists and provide easy single-nailinstallation. Can be installed after subfloor is in place.MB16 – Snap-on, no-nail bridging can be placed in existing floor systems where joistmovement is suspected. Two-piece construction creates a solid diagonal brace againstjoist movement.Materials: See chartFinish: G90 galvanizingCodes: ESR-3456, L.A. City RR 25836, FL13285© Copyright 2013 USP Structural Connectors ®Installation:• Use specified fasteners in models with fastener requirements.• For all models – Bridging should be installed on floor joists with a nominal depth-tothicknessratio of 5 to 6 or more (2005 National Design Specification for WoodConstruction; Section 4.4.1). Bridging units should be installed in pairs at intervals of 8´orless. Bridging pairs should form an “X” between joists; leave a slight space between theunits to avoid noise-generating contact. Follow specific installation instructions below forparticular models.• MBG – May be installed before or after sheathing. Position the unbent end of the bridgingunit near the top of the joist and drive prongs into wood with a hammer blow to theheel of the bent end. Wedge bent end near the lower edge of the opposite joist, set teethinto wood with hammer blow. Nail holes are provided at the bent end if prongs are damagedduring installation. Fully seat nails to avoid any movement against the bridging andsubsequent floor noise.• MB16 – Two-piece unit is shipped as one piece. Bend unit in center up and down tobreak into two pieces. Slide narrower piece inside wider piece, setting the end tab intoslot appropriate for joist spacing. Setting one prong end near the top of one joist and theopposite prong end near the bottom of the opposite joist, pull down on the center of thebridging until the wider piece snaps into place over the narrow piece and creates a rigid,one-piece bridging unit. Wear gloves during installation.Typical MB16installationMB16JoistDimensions (in) Fastener Schedule 2Spacing USPSteelJoist Size O.C. (in) 1 Stock No. Ref. No. Gauge W L Qty Type2 x 8 12 MBG812 NCA2X8-12 22 15/16 11-3/4 1 8d x 1-1/22 x 10 12 MBG1012 NCA2X10-12 22 15/16 12-3/4 1 8d x 1-1/22 x 12 12 MBG1212 NCA2X12-12 22 15/16 14 1 8d x 1-1/22 x 14 12 MBG1412 -- -- 22 15/16 16 1 8d x 1-1/22 x 16 12 MBG1612 -- -- 22 15/16 17 1 8d x 1-1/22 x 8 - 10 - 12 16 MB16 -- -- 22 11/16 -- -- -- -- -- --2 x 8 16 MBG816 NCA2X8-16 22 15/16 15-9/16 1 8d x 1-1/22 x 10 16 MBG1016 NCA2X10-16 22 15/16 16-5/16 1 8d x 1-1/22 x 12 16 MBG1216 NCA2X12-16 22 15/16 17-1/4 1 8d x 1-1/22 x 14 16 MBG1416 -- -- 22 15/16 18-7/16 1 8d x 1-1/22 x 16 16 MBG1616 -- -- 22 15/16 19-5/8 1 8d x 1-1/22 x 8 24 MBG824 -- -- 22 1-5/16 23-1/2 1 8d x 1-1/22 x 10 24 MBG1024 -- -- 22 1-5/16 24 1 8d x 1-1/22 x 12 24 MBG1224 -- -- 22 1-5/16 24-3/4 1 8d x 1-1/22 x 14 24 MBG1424 -- -- 22 1-5/16 25-5/8 1 8d x 1-1/22 x 16 24 MBG1624 -- -- 22 15/16 26-5/8 1 8d x 1-1/22) NAILS: red font.CodeRef.15R14WLMBGMiscellaneousStep 1Step 2Typical MBG installation1-800-328-5934 • www.USPconnectors.com 189USP2241-131

PROTECTION PLATES – ICPL SERIES, KNS1, & PL4Easy-to-install plates protect plumbing andpower/communication wiring from nail or screwpenetration.ICPL58 – Installs with nails.KNS1 & PL4 – Prongs allow for quick installation.Materials: 16 gaugeFinish: ICPL516-TZ – G-185 galvanizing;All other – GalvanizedOptions: ICPL58 is available in Triple Zinc.To order, add TZ, to stock number,as in ICPL58-TZ.Installation:• Use all specified fasteners. See Product Notes,page 11.• 16 gauge steel conforms to protection shield platerequirements of the National Electrical Code andInternational Plumbing Code.HTypical ICPL516-TZinstallationWICPL516-TZTypical ICPL58installationWHICPL58© Copyright 2013 USP Structural Connectors ®HWKNS1MiscellaneousUSPSteelDimensions (in) Fastener Schedule 1Stock No. Ref. No. Thickness W H Qty TypeICPL58 S/PSPN58 1/16 8-1/16 5 4 8d or prongsPL4 NS2 1/16 2 5 -- -- prongsKNS1 NS1 1/16 1-1/2 3 -- -- prongsCodeRef.1) NAILS:Dimensions (in) Fastener Schedule 2,3USPStock No.ICPL516-TZSteelInstallationDF-L / SP S-P-FRef. No. Thickness W H Type Qty Type 160% 160%PSPN516Z,S/PSPN516, 1/16 16-1/4 5Sill Plate 12 16d HDG + prongs 1355 1160S/PSPN516ZDouble Top Plate 16 16d HDG + prongs 1805 15501) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.3) NAILS:100Typical KNS1 & PL4installationAllowable F1 Loads 1CodeRef.100WPL4H1901-800-328-5934 • www.USPconnectors.com

WALL BRACING – RWB, WB, WBC, & WBT SERIESRWB – Flat bracing conveniently packaged in a handy roll out dispenser. Perfect forunexpected job site shortages. The 35-pound dispenser pack fits easily into a truck bedfor transport. Pre-embossed snap-off points can be broken off by hand (wear gloves forsafety).WB – A flat style bracing engineered to easily nail to studs. No cutting or fitting needed.WBC – The L-shaped design for additional strength and rigidity.WBT – Rolled edges and T-style design gives the WBT strength, rigidity, andeliminates sharp, sheared edges.© Copyright 2013 USP Structural Connectors ®Materials: See chartFinish: G90 galvanizingCodes: ESR-3456, FL822, FL13285,L.A. City RR 25836Installation:• Use all specified fasteners. See Product Notes, page 11.• Bracing is a framing aid, not a substitute for structural shearwall components.• RWB & WB – Use with 16˝ or 24˝ o.c. studs. Install in pairs forming an “X” oropposing “V” at each end of a maximum 25-foot long wall panel.Steps: Square the panel. Straighten any kinks in bracing caused by handling. Laybracing on the panel flush to the top of top plate and flush to the bottom of thebottom plate. Secure bracing to the top plate and bottom plate using 16d nails(WB) or 8d nails (RWB). Position second bracing at an angle opposite to the firstbrace to form an “X” and secure to top and bottom plate as with the first bracing.Using 8d nails, secure bracing to all intersecting studs.• WBC & WBT – Use with 16˝ o.c. studs. Install one brace at each end of wallsection, not exceeding 25 feet, in an opposing “V” pattern. Use a length of the bracingas a straight web to mark studs. Cut a saw kerf 5⁄8˝ deep (1˝ deep for WBC). Insert thebracing web into the saw kerf, and drive one nail into the top plate. Raise the wallsection into place and plumb. Finish fastening according to the nail schedule.RWB pre-embossedsnap-off pointsTypical RWB, WBinstallationW 1Fastener Schedule 2,3 Dimensions (in)USPSteelPieces Wall InstallEach Plate Each StudCodeStock No. 1 Ref. No. Gauge W1 W2 L Per Roll Height Angle Qty Type Qty Type Ref.RWB96 WB106C 16 -- -- 15 8' 60° 4 8d 1 8dRWB114 WB126C 16 -- -- 12 8' 45° 4 8d 1 8dRWB143 WB143C 16 -- -- 10 10' 45° 4 8d 1 8dWBC10 RCWB10 18 -- -- 8' 60° 2 16d 1 8d 15,WBC12 RCWB12 18 -- -- 8' 45° 2 16d 1 8d F16,WBT10 TWB10 22 -- -- -- -- 8' 60° 4 8d 1 8d R14WBT12 TWB12 22 -- -- -- -- 8' 45° 2 8d 1 8dWBT14RCWB14,TWB1422 -- -- -- -- 10' 45° 2 8d 1 8dWB106 WB106 16 -- -- -- -- 8' 60° 3 16d 1 8d 15, F30,WB126 WB126 16 -- -- -- -- 8' 45° 3 16d 1 8d R141) These products substitute for code prescribed 1 x 4 let-in bracing.3) NAILS:New products or updated product information are designated in red font.WBTypical WBC/WBTinstallationLMiscellaneousW 1W 2W1LL9/16˝WBTWBC1-800-328-5934 • www.USPconnectors.com 191USP2241-131

STUD SHOES – STS SERIESStud shoes reinforce joists, plates, studs, or rafters whichhave been drilled or notched during construction.Materials: 16 gaugeFinish: G90 galvanizingInstallation:• Use all specified fasteners. See Product Notes, page 11.• STS units are not structurally rated and should notbe used as a total member replacement in structuralapplications.• For use with 2˝ O.D. pipe.USPSteelDimensions (in) Fastener Schedule 1,2,3CodeStock No. Ref. No. Gauge Description W Qty Type Ref.STS1 SS1.5 16 Single Stud 1-9/16 10 10d x 1-1/2STS2 SS3 16 Double Stud 3-1/16 12 10d 120STS3 SS4.5 16 Triple Stud 4-9/16 14 10d3) NAILS:Typical STS1installation2 5 /8˝2 1 /2˝WSTS5˝© Copyright 2013 USP Structural Connectors ®4 ˝FENCE POST CONNECTORS – SFP & SMP SERIES5 5 /8˝Take the work out of fence post installation andrepair with the Speedpost, SFP30, andSpeedmender, SMP. The Speedpost is used toinstall 4 x 4 fence posts without digging postholes or pouring concrete. The Speedmenderplates act as reinforcement brackets for rotted ordamaged 4 x 4 fence posts.MiscellaneousSFP30 – For 6´ nominally-sized 4 x 4 fenceposts.SMP – Available for nominally-sized 4 x 4posts.Materials: 13 gaugeFinish: PaintPatent: #7,152,84130˝Typical SFP30installationSFP30Installation:• Step-by-step installation instructions are labeledonto each product.USPStock No. Ref. No.CodeRef.SFP30 FPBS44SMP FPBM44E12028 1 /16˝SMP1921-800-328-5934 • www.USPconnectors.com

FENCE BRACKETS – ERB24, FB, FC & FRB SERIESERB24 – Designed to mount prefabricated fencesections and works with 2x4 horizontal section rails.FB26 – Secures 2x6 rails to wood posts.FRB24 – Secures continuous 2x4 rails to woodposts. Prepunched holes allow installers to splice2x4 rail ends within the bracket.Materials: See chartFinish: G-185 galvanizing© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes,page 11.Typical ERB24-TZinstallationWHTypical FC24-TZinstallationHW11/16˝Typical FRB24-TZinstallationTypical FB26-TZinstallationNEWSIZEERB24-TZ1 9 /16˝FC24-TZWH2 3 /8˝1 1 /2˝1 3 /16˝FRB24-TZFB26-TZFB23-TZFB14-TZDimensions (in) Fastener Schedule 2,3 Allowable Loads (Lbs) 1RailPostDF-L / SPUSPSteelDownload F1Rail Size Stock No. Ref. No Gauge W H Qty Type Qty Type 100% 115% 100% 115%1 x 4 FB14-TZ -- -- 20 3/4 3-1/2 3 14 ga. x 3/4 HDG 2 8d x 1-1/2 HDG -- -- -- -- -- -- -- --2 x 3 FB23-TZ -- -- 20 1-9/16 2-3/8 3 8d x 1-1/2 HDG 4 8d x 1-1/2 HDG -- -- -- -- -- -- -- --ERB24-TZ -- -- 18 1-1/2 3-9/16 4 8d HDG 3 8d HDG -- -- -- -- -- -- -- --FC24-TZFB24, FB24Z,FBR24, FBR24Z20 1-9/16 3 3 6d HDG 2 8d HDG -- -- -- -- -- -- -- --FRB24-TZ -- -- 18 1-9/16 3-9/16 2 10d x 1-1/2 HDG 4 10d HDG -- -- -- -- -- -- -- --2 x 6 FB26-TZ FB26 18 1-9/16 54 10d x 1-1/2 HDG 4 10d x 1-1/2 HDG 330 330 350 4004 LL915 4 LL915 315 360 315 3601) Allowable loads have been increased 15% for short duration loading. No further increase is permitted.3) NAILS:New products or updated product information are designated in red font.2 x 4 120CodeRef.Miscellaneous1-800-328-5934 • www.USPconnectors.com 193USP2241-131

PIPE RAIL TIES - PRT SERIESPRT15-TZ – is for 1 ⅝ " vertical pipe posts (1⅞" outside pipediameter). Can be field bent 90° for outside corner installations.PRT2-TZ / PRT2H-TZ – is for 2” vertical pipe posts (2⅜" outsidepipe diameter). Can be field bent 90° for outside corner installations.PRTIC2-TZ – is for inside corner installations. For 2" vertical pipeposts (2⅜" outside pipe diameter).Materials: See chartFinish: G-185 galvanizingInstallation:• Use all specified fasteners. See Product Notes, page 11.• PRT15-TZ, PRT2H-TZ and PRTIC2-TZ - ¼" Self Tapping Bolts aresupplied with PRT models.• Install self tapping bolts with ⅜" socket in predrilled holes.• PRT2-TZ fastens with (1) ¼" carriage bolt and nut (included) fortightening PRT2-TZ to pipe and (4) ¼" lag bolts for attachingtie to rail.• Install 3 to 4 PRT's per pipe.• PRT15-TZ, PRT2-TZ and PRT2H-TZ may be bent once to fitcorner and angled conditions.NEWSIZESTypical PRT2H-TZinstallationPRT15-TZ & PRT2-TZ similar1 9/16"4 11/16"PRT2-TZ2"2 3/8"© Copyright 2013 USP Structural Connectors ®6 3/8"2 ½"1½"2 3/8"Typical PRTIC2-TZinstallationPRT2H-TZMiscellaneous2 3/8"4 3/16"Fastener Schedule 1PRTIC2-TZUSPSteelPipeRailStock No. Ref. No. Gauge Qty Type Qty TypePRT15-TZ PGT1.5Z-R 12 1 1/4" Self Tapping Bolt 4 PRT2-TZ PGT2E 16 1 4 PGT2Z-R,PGT2A12 1 1/4" Self Tapping Bolt 4 12 2 1/4" Self Tapping Bolt 4 CodeRef.1202 ½"6 7/16"Field bentapplication2 9/16" 1½"1 7/8"PRT15-TZ1941-800-328-5934 • www.USPconnectors.com

DECK TIE BACK - DTB-TZ SERIESDeck Tie Back reinforces the connection of rail posts to a deck.Also provides lateral strength of deck-to-ledger attachment bysecuring deck to house framing.Materials: 14 gau geFinish: G-185 galvanizingOptions: DTB is available in Stainless Steel. Toorder, add SS to stock number, as in DTB-SS.Codes: ER-0200, FL14500, L.A. City RR 25954© Copyright 2013 USP Structural Connectors ®Installation:• Use all specified fasteners. See Product Notes, page 11.• Install with USP’s THR 1/2" threaded rod or equivalent.• Drive WS15-GC wood screws into joist.• Re-install threaded rod or anchor bolt. Secure withwasher and nut.• Tighten anchor bolt nuts finger tight snug to baseplus 1⁄3 to 1⁄2 additional turns with wrench. To preventloosening of the anchor nut during critical loading, usea locking nut or tighten a second nut over the first tolock nuts in place.USPDTB-TZDTB-TZThe building codes specify that thedeck to the house attachment must bedesigned to resist lateral loads. Thelateral load connection shall be permittedto be in accordance with FigureR507.1 of the InternationalResidential Building Code. Holdowntension devices shall be provided innot less than two locations per deck,and each device shall have anallowable stress design capacity ofnot less than 1500 lbs. 1DF-L / SPS-P-FRef. No. CL QtyWood 100% 160%at 160% 2 100% 160%DTT2Z,DTT2Z-SDS2.5, 1/2 1-1/8 8 WS15-GC 1835 1835 0.119 1510 1510FSC1) WS15-GC Wood Screws are 1/4" dia. x 1-1/2" long and are included with DTB-TZ Deck Tie-Backs.2) Deflections are derived from static, monotonic load tests of devices connected to DF-L wood members with specified fasteners.New products or updated product information are designated in.CodeRef.20,F31,R16Typical DTB-TZinstallation½" THRThreadedRod pg. 28Typical DTB-TZ Deck to ledgerinstallationDECK POST TIES – SDJT14 & SDPT SERIESSDPT – Connects 2 x 4 stair posts and 4 x 4 posts to deck rim joistor stair stringers.SDJT14 – Secures 2x joists to posts.Materials: 14 gaugeFinish: G-185 galvanizingInstallation:• Use all specified fasteners. See Product Notes, page 11.• SDPT5-TZ & SDPT7-TZ – Install units in pairs on 2x4 (SDPT5-TZ)or 4x4 (SDPT7-TZ) post. Space the connectors 5˝ apart from centerto center on the post. Use through bolts to fasten connectors to rimjoist or stringer. Do not use lag bolts. Fasten to post with specified nails(see chart).• SDJT14-TZ – Use with 2x lumber for joists (minimum height is 2x4).Install with either specified nails or through bolts. Do not use lag bolts.To ease installation, attach to 4x4 post first.Typical SDJT14-TZinstallation3 1 /8˝2 3 /4˝Typical SDPT7-TZinstallation1 1 /2˝3 1 /2˝3 1 /2˝MiscellaneousFastener ScheduleNails 1,3 Bolts 2Post USPSteelNailsBoltsCodeSize Stock No. Ref. No. Gauge Qty Type Qty Dia. 100% 115% 125% 100% 115% 125% Ref.2 x 4 SDPT5-TZ DPT5Z 14 5 10d x 1-1/2 HDG 2 3/8 HDG -- -- -- -- -- -- -- -- -- -- -- --4 x 4 SDPT7-TZ DPT7Z 14 5 10d x 1-1/2 HDG 2 3/8 HDG -- -- -- -- -- -- -- -- -- -- -- --1204 x 4 SDJT14-TZ DJT14Z 14 8 16d HDG 2 3/8 HDG 1120 1290 1400 1400 1400 1400 1303) NAILS:Allowable Loads (Lbs.)DF-L / SP3 1 /8˝SDJT14-TZ1 1 /2˝1 1 /2˝SDPT7-TZ3 1 /2˝SDPT5-TZ1-800-328-5934 • www.USPconnectors.com 195USP2241-131

DECK CLIP – DC50Connects deck boards to joists without face nails or screws.Eliminates rust stains on decks, as well as splintering or wood rotcaused by screw or nail “craters”. The DC50-TZ works like tonguein-grooveflooring and is easy to install. Raised dimples on the clipprovide consistent spacing between deck boards.Materials: 20 gaugeFinish: G-185 galvanizingInstallation:• Use all specified fasteners. See Product Notes, page 11.• Fits 11/8˝ or thicker decking.• Fasten the first deck board onto the joists by toenailing upthrough the joist below into the deck board. Be sure no sharppoints protrude above the deck surface. For subsequent deckboard rows, nail DC50-TZs onto the deck board edge, positioned2˝ from each joist. Slide the deck board along the joist until theDC50-TZ “lip” is under the previously laid deck board. Toenail thedeck board’s exposed edge to the joist. Repeat until decking iscompleted. The last deck board will require toenailing up frombelow to secure the outside edge.BOLT DOWN – BDDC50-TZTypicalDC50-TZinstallationUSPSteelFastener Schedule 1,2CodeStock No. Ref. No. Gauge Qty Type Ref.DC50-TZ DBT1Z 20 1 8d x 1-1/2 HDG 1202) NAILS:© Copyright 2013 USP Structural Connectors ®Anchors 4 x 4 post to wood or concrete surfaces.Materials: 13 gaugeFinish: PaintPatents: #7,152,841Installation:• Use all specified fasteners. See Product Notes, page 11.4 ˝5 5 /8˝USPSteelFastener ScheduleCodePost Size Stock No. Ref. No. Gauge Qty Lag Bolts Ref.4 x 4 BD FPBB44 13 3 1/4" x 1-1/2" HDG 120BDTypical BDinstallationANGLES – ML SERIESMiscellaneousML angles are multi-purpose angles that install easily withUSP’s WS15 wood screws. The staggered fastenerpattern allows for back-to-back installations.Materials: 12 gau geFinish: G-185 galvanizingNEWInstallation:• Use all specified fasteners.See Product Notes, page 11.• USP WS15 (1/4″ x 1-1/2″) are not supplied with MLangles.Typical ML26-TZinstallation(ML24-TZ similar)LoadDirectionWWDimensions (in) Fastener Schedule 2,3Allowable Loads (Lbs.) 1Header JoistDF-L / SP S-P-FF1F1USPSteelCodeStock No. Ref. No. Gauge W H Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.ML24-TZ ML24, ML24Z 12 2 4 3 WS15-GC 3 WS15-GC 615 615 615 615 520 520 520 520130ML26-TZ ML26, ML26Z 12 2 6 4 WS15-GC 4 WS15-GC 920 1060 1060 1060 755 865 890 8901) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted.2) USP's WS15 Wood Screws are 1/4" diameter x 1-1/2" long and are not included with angles.3) For exterior applications use WS15-GC screws with the Gold Coat finishML26-TZ(ML24-TZ similar)H1961-800-328-5934 • www.USPconnectors.com

CONCEALED STRINGER HANGER – CSH-TZThe CSH-TZ concealed stringer hanger provides a method of connecting a stair stringer with ahidden hanger. The seat of the hanger is adjustable to match the slope of the stair stringer.The reversible design allows the connector to be used on the left, right, or interior stringers. TheCSH-TZ may be used with USP’s SCA Stair Angles for a complete, easy-to-use stair framingsolution.© Copyright 2013 USP Structural Connectors ®Materials: 18 gaugeFinish: G-185 galvanizingCodes: ER-0201, FL15143Patents: #7,631,463Installation:• Use all specified fasteners. See product notes page 11.• Bend angle only once.Steps:1. Attach CSH-TZ to header with tabs positioned towards the inside of the stringer member.2. Adjust the seat of the CSH-TZ to match the slope of the stringer member. Diamond shapedholes in the connector allow temporary installation of woodscrews to aid in installation of theCSH-TZ.3. Install 10d x 1 1/2˝ nails into the stringer and header members.Fastener Schedule 2Allowable Loads (Lbs.)Rim JoistStringerDF-L / SPS-P-F / Hem FirUSPSteelUplift 1 Uplift 1CodeStock No. Ref. No. Gauge Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.CSH-TZ LSCZ 18 8 10d x 1-1/2 HDG 5 10d x 1-1/2 HDG 890 890 890 390 745 745 745 310 21, F321) Uplift loads are increased 60% for wind or seismic loads; no further increase shall be permitted.2) NAILS:AdjustableTypical CSH-TZinstallation1 7/16"11 1/2˝1/2˝CSH-TZ5˝5˝STAIR ANGLES – SCA SERIESStair angles simplify stair construction. There is no need to calculate and notch stair stringers.Stronger and safer than wood blocking, and the angle and fasteners are hidden from view.Materials: 12 gaugeFinish: G-185 galvanizing; SCA9-GC – Gold CoatCodes: ESR-3456, L.A. City RR 25836, FL11664Installation:• Use all specified fasteners. See Product Notes, page 11.• Use the SCA9-TZ for single 2x10 stair treads. Use the SCA10-TZ for double 2 x 6 stair treads.• To calculate stair construction do the following:1. Find the number of steps needed by taking the vertical drop from the deck surface tograde. Divide by 7. Round off to the nearest whole number. (Ex: Vertical drop of 39˝divided by 7 equals 5.57˝ rounded off is 6˝)2. Find the step rise by dividing the vertical drop by the number of steps (39˝ dividedby 6 = 6.5˝)3. Find the step run by measuring the depth of your treadboard (Ex: (2) 2x6s have a runof 111⁄4˝)4. Find the stairway span by multiplying the run by the number oftreads minus one(Ex: 111⁄4˝ x 5 = 561⁄4˝)• Using the above calculations, mark stair angle locations on each stringer. Attach a stair angleto the inside of each stringer at the marked locations. Attach stringers to deck rim joist andrailing posts. Position treadboards on angles and fasten from below.Typical SCA9-TZinstallationLSCA9-TZ1 3 /8˝1 3 /8˝MiscellaneousUSPSteel LSchedule Allowable Download (Lbs.) 1DF-L / SPCodeStock No. Ref. No. Gauge (in) Qty Type 100%Ref.SCA9-TZ TA9Z 6 15, 9335 -- -- 6 SCA10-TZ TA10Z 10 8 450R14 red font.Typical SCA10-TZinstallation1-800-328-5934 • www.USPconnectors.com 197USP2241-131

PLASTIC POST CAPS – PCP SERIESThese seamless caps keep water off post tops, protecting wood from moisture damage. The PCP’splastic construction is corrosion-proof and paintable. Not available in rough or full lumber sizes.Materials: Hi-impact plasticFinish: GrayInstallation:• Fasten cap to post top with(1) 8d HDG or 10d HDG nail.• See Product Notes, page 11.Post / USPDimension (in)Column Size 1 Stock No. Ref. No. W Color4 x 4 PCP44 DPPC4BK 3-5/8 Gray6 x 6 PCP66 DPPC6BK 5-5/8 Gray1) Not available in rough or full lumber sizes.WALL TIES – WT22Materials: 22 gaugeFinish: G90 galvanizingOptions: WT22 is available in Stainless Steel. To order,add SS to stock number, as in WT22-SS.Installation:• Use nails appropriate for intended use. See Product Notes,page 11.• The opposite end must be bonded in the mortar joint ofbrick facade.• Check local codes for spacing requirements.• Wall tie shall be bent at nail, bonding into mortar joint.Dimensions (in) Fastener Schedule 1 USPSteelCodeStock No. Ref. No. Description Gauge W L Qty Type Ref. WT22WT22 BTB Straight Edge - Duplex 22 7/8 6-1/2 1 10d 1201) NAILS:CodeRef.1207/8˝WPCP666 1 /2˝W1 ˝ spacebetweenbrick andsheathingTypical WTinstallationTypical PCP44installation© Copyright 2013 USP Structural Connectors ®HOIST PLATES – T10Engineered with a reinforced collar around thehoist hole for added strength.1 1 /2˝MiscellaneousMaterials: 14 gaugeFinish: G90 galvanizingInstallation:• Fill all nail holes that align with wood.Minimum Fastener Schedule 1,2USPSteelMax Load CodeStock No. Ref. No. Gauge Qty Type (Lbs.) Ref.T10 CHC 14 10 8d common 800 1302) NAILS:6 15 /16˝5 1 /2˝3˝T10Typical T10installationSHELF BRACKETS – SB12This shelf bracket combines shelving capabilitiesand closet rod support in a one-piece design.Materials: 13 gaugeFinish: Zinc Plated198USPSteelFastener Schedule 1CodeStock No. Ref. No. Gauge Qty Type Ref.SB12 SBV 13 8 10d 1201) NAILS:SB121-800-328-5934 • www.USPconnectors.comTypical SB12installation

PLYWOOD CLIPS – PC & RC SERIESSteel plywood clips. All models feature embossed dimples toprovide 1/8˝ gap.Provides1/8˝ gapMaterials: See chartFinish: G90 galvanizing© Copyright 2013 USP Structural Connectors ®SpanMaximum Span 1 PlywoodUSPSteelThickness PC'sRating 1 Stock No. Ref. No. Gauge With PC Without PC (Inches) Per Span24 RC38-250 PSCL3/8 18 24 20 3/8 124 PC716 PSCL7/16 20 24 24 7/16 132 PC1532PSCL15/32,PSCA15/3220 32 28 15/32 132 PC12 PSCL1/2 20 32 28 1/2 140 PC1932 PSCL19/32 20 40 32 19/32 240 PC58 PSCL5/8 20 40 32 5/8 248 PC34 PSCL3/4 20 48 36 3/4 21) Based on code specified allowable spans for panel sheathing continuous overtwo or more spans with plywood strength axis perpendicular to supports.2) Applicable to roof sheathing.4) Uniform load deflection limitations 1/180 of span under live load plus dead load or1/240 under live load only.CodeRef.120PCTypical PCinstallationRCDRYWALL CLIP – DC1Drywall clips or “stops” help support drywall or wood panelingand reduce wood blocking on top plates, end walls, and corners.Materials: 20 gaugeFinish: G90 galvanizing3/4˝Installation:• Use 8d nails to install DC1, 16˝ on-center or less.USPSteelFastener Schedule 1,2CodeStock No. Ref. No. Gauge Qty Type Ref.DC1 DS 20 1 8d 1202) NAILS:1 1 /2˝DC11 1 /8˝Typical DC1installationINSULATION SUPPORTS – IS SERIESInsulation supports secure batt-type insulation in place betweenjoists. Chisel-cut ends dig into joists for permanent holding. Easy toinstall in hard-to-reach crawl spaces.Materials: 13 gauge carbon steel wireFinish: NoneMiscellaneousInstallation:• Use IS16 for joist spaced 16˝ O.C. and IS24 for 24˝ O.C. spacing.• Position insulation batt in place between joists. Hold IS unit at thecenter and push into place.• Wear gloves and safety glasses during installation.Simply pushinto placeUSPSteel JoistDimensions (in)Stock No. Ref. No. Gauge Spacing Overall LengthIS16 -- -- 13 IS24 -- -- 13 CodeRef.120Typical ISinstallation1-800-328-5934 • www.USPconnectors.com 199USP2241-131

CORNER TIE – KSCT68The Corner Tie secures three-way wood-to-woodconnections. Handy for building workbenches, utilitytables, or shelving using 2x4 lumber.Materials: 14 gaugeFinish: G90 galvanizing6˝2˝Installation:• Use (12) #10 panhead screws to fasten the KSCT68to wood framing.8˝NAIL PLATES – NP SERIESMaterials: 20 gaugeFinish: G90 galvanizingInstallation:• Use nails appropriate for intended use. Holes are sizedfor 8d common or 8d x 11⁄2˝ nails.• The designer shall determine appropriate load values.Typical KSCT68installationKSCT68© Copyright 2013 USP Structural Connectors ®NPUSPSteelDimensions (in)Number ofStock No. Ref. No. Gauge W L Nail HolesNP15 TP15 20 1-13/16 5 12NP35 TP35 20 3-1/8 5 22NP37 TP37 20 3-1/8 7 31NP39 TP39 20 3-1/8 9 40NP311 TP311 20 3-1/8 11 49NP45 TP45 20 4-1/8 5 30NP47 TP47 20 4-1/8 7 42NP49 TP49 20 4-1/8 9 54NP411 TP411 20 4-1/8 11 66NP57 TP57 20 5-3/4 7 59CodeRef.120Typical NailPlate installationMENDING PLATES – JNP & TPP SERIESMiscellaneousTPP – Prong plates with straight prongs.JNP – Prong plates with angled, hammer-in prongs.Materials: See chartFinish: G90 galvanizingInstallation:• These products are not intended for structural use. No load ratingsare assigned. These plates are not intended for use in truss assembly.JNPUSPSteelDimensions (in)Stock No. Ref. No. Gauge W LJNP24 -- -- 18 1-1/2 4JNP26 -- -- 18 1-1/2 6JNP46 -- -- 18 3-3/16 6JNP48 -- -- 18 3-3/16 8TPP14 MP14 22 13/16 3-1/2TPP24 MP24 22 1-11/16 3-1/2TPP36 MP36 22 2-3/4 5-1/4TPP58 -- -- 22 4-3/16 7-13/16CodeRef.120TPPTypical Mending Plateinstallation2001-800-328-5934 • www.USPconnectors.com

TT PRODUCTS – TT SERIESTTA12-TZ - an angle connects two 1x wood members at90º angles.NEW© Copyright 2013 USP Structural Connectors ®TTA2-TZ - an angle connects two 2x wood members at90º angles.TTB22-TZ - a bracket connects two intersecting 2x woodmembers at 90º angles.TTC24-TZ - a corner tie connects 2x wood members at90º to the corner of a 2x4 post. Mirror design allows forpost to be oriented in either direction.TTC42-TZ - a corner tie connects 2x wood members at90º to the corner of a 4x4 post.TTF22-TZ - a bracket connects 2x wood members toopposite sides of a 2x4 or 4x4 post.TTR-TZ - a clip connects a 2x wood member to the faceof another wood member.TTU2-TZ - a U-clip connects 2x wood members crossingat 90º.Materials: See chartFinish: G-185 galvanizingTTA12-TZ(TTA2-TZ Similar)TTB22-TZF2F1F2TypicalTTA12-TZinstallationF1TypicalTTB22-TZinstallationInstallation:• Use all specified fasteners. See Product Notes, page 11.• USP LumberLok LL915 (#9 x 1-3/8ʺ long) wood screwsare not supplied with connectors.UpliftTypicalTTC24-TZinstallationTTC24-TZ(TTC42-TZ Similar)F2F3F1TTU2-TZTTR-TZTypicalTTR-TZinstallationMiscellaneousF2F1TypicalTTU22-TZinstallationTTF22-TZTypicalTTF22-TZinstallationUpliftcontinued on next page1-800-328-5934 • www.USPconnectors.com 201USP2241-131

TT PRODUCTS – TT SERIES CONT.Installation:• Use all specified fasteners. See Product Notes, page 11.• USP LumberLok LL915 (#9 x 1-3/8ʺ long) wood screwsare not supplied with connectors.Fastener Schedule 1PostJoist (Total)Allowable Loads (Lbs.) 2,3,4,5DF-L / SPUSPSteel Post JoistDownload F1 F2 F3 UpliftStock No. Ref. No. Gauge Size Size Qty Type Qty Type 100% 115% 125% 100% 115% 100% 115% 160% 160%TTA12-TZ RTA12 18 1x 1x 4 LL915 4 LL915 -- -- -- -- -- -- 205 205 190 190 -- -- -- --TTA2-TZ RTA2Z 16 2x 2x 4 LL915 4 LL915 -- -- -- -- -- -- 185 185 255 255 -- -- -- --TTB22-TZ RTB22 20 2x 2x 4 LL915 4 LL915 -- -- -- -- -- -- 360 360 250 250 -- -- -- --TTC24-TZRTC24,RTC24Z18 2 x 4 2x 9 LL915 8 LL915 475 545 590 -- -- -- -- -- -- -- -- 415 -- --TTC42-TZRTC42,RTC42Z18 4 x 4 2x 14 LL915 8 LL915 735 830 830 -- -- -- -- -- -- -- -- 445 -- --TTF22-TZ RTF2Z 18 2 x 4 2x 4 LL915 8 LL915 420 485 485 -- -- -- -- -- -- -- -- -- -- 265TTR-TZ RTR 20 2x 2x 2 LL915 4 LL915 -- -- -- -- -- -- 210 240 210 240 -- -- 155TTU2-TZ RTU2 18 2x 2x 2 LL915 4 LL915 -- -- -- -- -- -- 210 240 210 240 -- -- -- --1) LL915 denotes a USP LumberLok Screw, #9 x 1-3/8" long.2) Allowable loads have been increased 15% and 25% for short duration loading. No further increase is permitted.3) Allowable loads have been increased 60% for wind and seismic loads. No further increase is permitted.4) TTF22-TZ: Allowable loads must be equally distributed on both joists.5) TTC24-TZ and TTC42-TZ: Allowable loads listed in this table are for each joist being carried by the post.New products or updated product information are designated in red font.CodeRef.130© Copyright 2013 USP Structural Connectors ®RIDGE RAFTER – RRThe RR Ridge Rafter supports rafter pitches upto 7:12 (30°). Nesting top flange for installationon 2x support beams.Materials: 18 gaugeFinish: G90 galvanizingNEWUpliftMiscellaneousInstallation:• Use all specified fasteners. See ProductNotes, page 11.• The rafter end at the ridge must be plumb cutto achieve published loads.• Optional diamond nail holes can be used tofasten RR to end of rafter before setting rafterinto place.1"Typical RRinstallation4"Fastener Schedule 2Allowable Loads (Lbs.) 1Header RafterDF-L / SPS-P-FMinDownloadDownloadUSPSteel RafterUpliftUpliftStock No. Ref. No. Gauge Size Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%4 10d x 1-1/2 4 10d x 1-1/2 365 365 365 205 310 310 310 170RR RR 18 2 x 64 LL915 4 LL915 380 380 380 180 320 320 320 1501) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.2) NAILS: red font.CodeRef.1301 9/16"3 3/8"RR2021-800-328-5934 • www.USPconnectors.com

POWER NAIL HANGERS – JN, JN(E), MRT7, & MTHF SERIESDesigned for assembly line installation, these hangersfeature a generous flange area to accommodate powernailer maneuvering. Engineered for economical installationand maximum load values.Materials: 18 or 20 gaugeFinish: G90 galvanizingCodes: ESR-3445, FL817, L.A. City RR 25843Installation:• Install all specified fasteners using a pneumatic nailer. SeeProduct Notes, page 11.• Nailing zones are distinguished by embossed pattern.• Install fasteners with care not to overdrive fastenercausing indentation of connector.• Fastener quantities shall be installed symmetrically on bothsides of connector.• Installer should reduce risk of injury from reboundingfasteners by using personal eye protection during fastenerinstallation.• Minimum center to center fastener spacing is 1”.1 9/16˝© Copyright 2013 USP Structural Connectors ®Typical MTHFinstallationANailingZonesTypical JNEinstallationA5 ¼˝HHUSPStock No.MRT7 MMH8SteelDimensions (in)Fastener Schedule 1,2,3HeaderJoistFloor Roof Uplift 4 F1 F2 Floor Roof Uplift 4 F1 F2Ref. No. Gauge W H D A Qty Type Qty Type 100% 115% 125% 160% 160% 160% 100% 115% 125% 160% 160% 160%3 "P" or "T" nails 3 "P" or "T" nails -- -- -- -- -- -- 285 135 135 -- -- -- -- -- -- 250 85 85MTHF25925 MMLUI39 2018 -- -- -- --JN26E MMLU26 20 2JN28E MMLU28JN210EJN26-2JN28-2Typical MRT7installationMTHF25112 MMLUI311 20 2MMLU210,MMLU211MMLU26-2MMLU28-220201818 22222MRT74 "P" or "T" nails 4 "P" or "T" nails -- -- -- -- -- -- 380 180 180 -- -- -- -- -- -- 335 115 1155 "P" or "T" nails 5 "P" or "T" nails -- -- -- -- -- -- 470 195 195 -- -- -- -- -- -- 415 145 1456 "P" or "T" nails 6 "P" or "T" nails -- -- -- -- -- -- 565 195 195 -- -- -- -- -- -- 495 160 16010 "P" or "T" nails 4 "P" or "T" nails 590 680 740 380 -- -- -- -- 510 585 640 285 -- -- -- --16 "P" or "T" nails 4 "P" or "T" nails 945 1085 1180 380 -- -- -- -- 815 940 1020 285 -- -- -- --10 "P" or "T" nails 4 "P" or "T" nails 590 680 740 380 -- -- -- -- 510 585 640 285 -- -- -- --16 "P" or "T" nails 4 "P" or "T" nails 945 1085 1180 380 -- -- -- -- 815 940 1020 285 -- -- -- --10 "P" or "T" nails 4 "P" or "T" nails 590 680 740 340 -- -- -- -- 510 585 640 285 -- -- -- --16 "P" or "T" nails 4 "P" or "T" nails 945 1085 1180 340 -- -- -- -- 815 940 1020 285 -- -- -- --20 "P" or "T" nails 4 "P" or "T" nails 1415 1430 1430 340 -- -- -- -- 1020 1175 1205 285 -- -- -- --10 "P" or "T" nails 4 "P" or "T" nails 590 680 740 340 -- -- -- -- 510 585 640 285 -- -- -- --16 "P" or "T" nails 4 "P" or "T" nails 945 1085 1180 340 -- -- -- -- 815 940 1020 285 -- -- -- --20 "P" or "T" nails 4 "P" or "T" nails 1415 1430 1430 340 -- -- -- -- 1020 1175 1205 285 -- -- -- --10 "P" or "T" nails 4 "P" or "T" nails 590 680 740 340 -- -- -- -- 510 585 640 285 -- -- -- --16 "P" or "T" nails 4 "P" or "T" nails 945 1085 1180 340 -- -- -- -- 815 940 1020 285 -- -- -- --20 "P" or "T" nails 4 "P" or "T" nails 1415 1430 1430 340 -- -- -- -- 1020 1175 1205 285 -- -- -- --10 "P" or "T" nails 6 "P" or "T" nails 600 690 750 575 -- -- -- -- 520 600 650 500 -- -- -- --16 "P" or "T" nails 6 "P" or "T" nails 960 1105 1200 575 -- -- -- -- 830 955 1040 500 -- -- -- --24 "P" or "T" nails 6 "P" or "T" nails 1440 1655 1800 575 -- -- -- -- 1250 1435 1560 500 -- -- -- --10 "P" or "T" nails 6 "P" or "T" nails 600 690 750 575 -- -- -- -- 520 600 650 500 -- -- -- --16 "P" or "T" nails 6 "P" or "T" nails 960 1105 1200 575 -- -- -- -- 830 955 1040 500 -- -- -- --24 "P" or "T" nails 6 "P" or "T" nails 1440 1655 1800 575 -- -- -- -- 1250 1435 1560 500 -- -- -- --1) "P" nails denotes fasteners designed specifically to be installed with a pneumatic-powered nailer. The fasteners shall be either of a type with round heads,2) Fasteners shall be pneumatically driven in such a way as firmly seats the nail head against the hanger steel, without embedding the nail head completelythrough the plane of the metal surface, or otherwise punching through.New products or updated product information are designated in red font.1-800-328-5934 • www.USPconnectors.com 203USP2241-131WDMTHFDF-L / SPAllowable Loads (Lbs.)WJN28E(JN26E & JN210E Similar)S-P-FDCodeRef.1305,F12,R5Manuf. Housing

HARDY FRAME® HFX-SERIES PANELS AND BRACE FRAMESLateral SystemsHardy Frame® HFX-Series Panels and Brace Framescombine the most desirable properties for a shear wall:strength, stiffness and ductility. This revolutionary systemhas been tested and evaluated under the ICC-EvaluationService AC322 Acceptance Criteria and has been provento provide the highest allowable shear loads in theindustry combined with abundant ductility for a seismic“R” value of 6.5. Along with its superior engineeringproperties the HFX-Series is easier than ever to install,is code listed for varied installations that include support on a floor system and verticalstacking conditions. Anchorage solutions include standard grade or high strengthgrade for maximum valuesNEWPanel on concretewith 2x filler® ® ®®HARDY FRAME PANEL BOTTOMOMON MULTI STORYHardy Frame® HFX-Series Panels are available in widths of 9, 12, 15, 18, 21 and24-inches and are typically manufactured in heights that correspond to a standardportal (78 inches) and standard wood stud lengths. When installed on concretesimply secure to the foundation with a Hardy Frame® Template Kit that includestwo 1-1/8 inch diameter hold down anchors (grade is specified by the DesignProfessional). The top channel connects to a collector above with 1/4-inch diameterUSP “WS-Series” screws through pre-punched holes.®Brace Frame onconcrete with 2x fillerPanel on concreteat portalBrace Frame at raisedfloor head-outPanel at raised floorhead-outVertical ® StackingBrace FramesVertical StackingPanelsPanel template kitBrace Frame Kitat Interior FootingHardy Frame® HFX-Series Brace Frames are 32 or 44 inches wide andheights correspond to standard wood stud lengths. Connections to the foundationrequire two 7/8 inch diameter hold down anchors (grade per the DesignProfessional) that are included in Hardy Frame® Template Kits. The connectionto the collector above is made with 1/4-inch diameter USP “WS-Series”screws through pre-punched holes. Field studs are provided in Brace Framesfor easy attachment of surface finishes with self-tapping screws.CUSTOMER SERVICE• Hardy Frame technical support isfocused on pre-manufactured shearwalls as our core business. Becauseof that focus we offer the most comprehensiveservice and we providethe best support for shear wall solutionsin the industry.• To the Design Professional we provideprompt, accurate technical supportand full design solutions backedby extensive testing and researchthat has an Evaluation ServiceReport (ESR) listing. From providingallowable design loads to addressingjob specific repairs you can alwayscount on our solutions.• To the Building Official, our CodeReports support the plan checkprocess and our Typical InstallationDetails along with InstallationInstruction labeling takes the guessworkout of field inspection.• To the installer, our framing backgroundand construction experienceprovides us with a contractors understandingof job specific installationrequirements. Quick responses are amust and project delays are avoidedat all costs. Help is available by telephone,website or one of our manyrepresentatives.• To all parties, in addition to literature,details, internet and telephonesupport our company provides jobsitevisits, seminars and personal trainingsessions. Inquiries are welcome andwe will be available when you needour support.1732 Palma Drive, Suite 200,Ventura, CA 93003(800) 754-3030www.hardyframe.com© Copyright 2013 USP Structural Connectors ®2041-800-754-3030 • www.hardyframe.com

HARDY FRAME® SPECIAL MOMENT FRAME (SMRF)© Copyright 2013 USP Structural Connectors ®Hardy Frames introduced the first standardized,pre-manufactured MomentFrame in 2006. Since then we have producedthousands of Moment Frames thathave been successfully installed. TheseMoment Frames have maximum structuralcapacities combined with the openarchitectural aesthetics that designersand architects need today.Hardy Frame Moment Frames areSpecial Moment Resisting Frames(SMRF) that use the pre-qualifiedSidePlate moment connection. Typically,our Moment Frames are delivered to thejobsite in one-piece, completely fabricatedand ready to be installed with noassembly, no field welding and no specialinspection required.On production framing jobs the HardyFrame Moment Frame can’t be beat. Wehave delivered truckload quantities of upto 30 Moment Frames that were installedin a single day. That is an accomplishmentthat can not be matched by conventionalmoment frames.NEWLateral SystemsCustom Sizes and CustomCalculationsWe offer over 300 standard dimensionMoment Frames, but we don’t stop there.We also offer calculations and solutionsfor sizes that are beyond the scope of ourstandard listing. We commonly providesolutions for two-story and multi-storyframes as well as for fixed based connections.Please note that standard dimensionscan be adjusted without being treatedas a “Custom Order”. Our typical leadtime of 3-4 weeks does not increase andneither does your cost.Moment FrameTemplate KitsTemplate Kits are included with the purchaseof the Hardy Frame MomentFrame and are a stock item that can beshipped within one business day. TheKit includes all embed anchors, nuts,washers and Templates so the concretepour can proceed prior to the MomentFrame delivery. Correctly locating theanchors is easy with a slot provided inthe Template to measure the “Win”,(inside steel-to-steel) dimension.• Inquiries are welcome and we will beavailable when you need our support.1732 Palma Drive, Suite 200,Ventura, CA 93003(800) 754-3030www.hardyframe.com1-800-754-3030 • www.hardyframe.com 205USP2241-131

HARDY FRAME® Z4 CONTINUOUS ROD TIE-DOWN SYSTEMSQUICK CONNECT SYSTEMS FOR RESISTING LATERAL LOAD AND WIND UPLIFTLateral SystemsQUICK CONNECT ASSEMBLYNEWZ4 Continuous Rod Tie-Down Systems utilize Z4 “Cinch Nuts”to compensate for wood shrinkage and building settlementthat cause connections to loosen over time. The Cinch Nutuses a self-ratcheting action that permits threaded rods tomove, or “travel” perpetually in one direction only through thedevice. Available for installation with threaded rods that are5/8 inch through 1-1/2 inch diameter in 1/8 inch increments,the Z4 Cinch Nut has been code evaluated and published inESR-2190.ROOF RAFTERSROOF RAFTERSQuick ConnectSystem for LateralLoadsTo resist tension loads dueto overturning moments inmulti-story buildings the Z4Cinch Nut is installed over aBearing Plate at each levelin a fast and easy “QuickConnect” application. At theupper-most level a CinchNut is installed over aBearing Plate above the topplates. At walls below thatbear on wood floor systemsthe Cinch Nut and BearingPlate is installed over thebottom plate. Tension loadsare gathered at each leveland transferred into thefoundation through acontinuous system of CinchNuts, Bearing Plates,threaded rods and couplingnuts, all available fromHardy Frame – Z4.Quick ConnectSystem for WindUplift© Copyright 2013 USP Structural Connectors ®Customer Service• Hardy Frame-Z4 offers comprehensive technical support,design of tie-down systems to meet engineered loads anddelivers products packaged and labeled for easy identificationin the field.• For the Design Professional Z4 provides pre-engineeredstandard runs as well as individual component capacities todesign custom runs. We also offer turn-key, sealed designswhen engineered loads are provided to us.• Building Officials will be confident approving our systemsbecause they assemble with code evaluated components thathave an ESR listing.For resisting roof uplift loadsresulting from wind the Z4Cinch Nut is installed over aBearing Plate above the topplates with roof framingabove to create a tie-downsystem. Uplift forces aretransferred into a continuoussystem of threadedrods and coupling nuts thatform a load path to thefoundation.• For the installer, our products will arrive on time and bepackaged systematically for easy identification of parts andsequence of assembly. We offer typical installation details,immediate telephone support and personal training is availablefrom a sales or customer service representative.For more information on the Z4 product line, please contact us at 951-245-9525 • www.hardyframe.com2061-951-245-9525 • www.hardyframe.com

HARDY FRAME® Z4 CT AND T2© Copyright 2013 USP Structural Connectors ®PAIRED AND SANDWICHED CONNECTIONS FOR TENSION AND COMPRESSIONLOAD TRANSFERPaired CT Wall TieT2 installation similarNEWZ4 Continuity TieThe Z4 “CT” is a steel tube with steelend plates welded to both ends designedto transfer tension and compressionforces from one beam to another(Continuity Tie application) or from abeam to a perpendicular wall (Wall Tieapplication). Connections are made bybolting the tube to a wood member andattaching to a threaded rod fortransferring forces.Accurate Placement andInstallationLateral SystemsPaired T2 Continuity TieStep 1: Use the two 3/16” holes providedto nail CT or T2 at desired location onwood memberStep 2: Use the CT or T2 as a templateto accurately drill holes for boltingStep 3: Make bolted connection to thewood member per plans andspecificationsStep 4: Make threaded rod connectionper plans and specifications.Sandwiched T2As ConcentricHold-DownPaired T2For Concentric,High CapacityHold-DownZ4 Tension TieThe Z4 “T2” is a steel tube with a steelend plate welded to one end designed totransfer tension forces as a concentrichold-down device. SandwichedInstallations are made by through boltingtwo wood members with a T2 betweenand “Paired Installations” through bolttwo T2 connectors with a wood memberbetween. For both installation methodsthe tube is then attached to a threadedrod to transfer the tension loads.For more information on the Z4 product line, please contact us at 951-245-9525 • www.hardyframe.com1-951-245-9525 • www.hardyframe.com 207USP2241-131

SPECIALTY OPTIONS & GENERAL NOTESSpecialty OptionsUSPSeriesWidthSkewed (Maximum)Sloped Seat (Maximum)Sloped / SkewedSloped Top Flange (Maximum)BPH all 50º 45º 45º GHF all 50º 45º HD 1HDO 67-1/2º 50º 67-1/2º 50ºTop Flange OffsetSaddle HangerRidge Hanger (Maximum)Inverted Flangewidth >UpliftWeldabilityUSP SeriesCatalog Page Reference130, 134, 136-138, 140-141 145HGU all 45º 144width >HJC all 60º 176-177HLBH all 50º 45º 45º 45º 131, 136-138,140-141HUSallwidth >width >width >92, 94-96, 98-99,124, 128, 170HWUH all 45º 45º 113-114KB all 101, 104-105KEG all 45º 45º 146KGB all 147KGH all 45º 35KGLS all 50º 45º 30º 151KGLST all 151KGLT all 50º 45º 45º 148KHGB all 147KHGLS all 50º 45º 30º 151KHGLST all 151KHGLT all 50º 45º 45º 148KHHB all 147KHW all 84º 45º 35º 45º 102, 104-105KLB all 101, 103KLEG all 45º 45º 146KMEG all 45º 45º 146LGU all 45º 144width >LSSH all 45º 45º 107, 143MGU all 45º 144width >MPH 1 all 60º 45º 115-116,132-141MSHL/R all 45º 174NFM all 45º 117PHM all 84º 45º 35º 45º 132-141PHXU 1 all 60º 45º 35º 132-134, 136-138, 140-141SKH all 45º 108-109SKHH all 45º 108-109SUH 67-1/2º 50º45º 91, 94-100SW 1 all 84º 45º 35º 45º 102-104SWH 1 all 84º 45º 35º 45º 102-105THD all45º45º45º 45º width >93-100, 123,127-129101, 103-105125, 128-129,168The information listed only applies tohangers manufactured by USPStructural Connectors® and installedaccording to the instructions listed inthis catalog. Some of the optionslisted may not have been evaluatedon a single hanger. The designermust always evaluate eachconnection, including the joist andheader capacities, before specifyinga specialty connector. USP slopedhangers are manufactured with theplumb cut of the joist alreadycalculated. If a hanger with adifferent height is needed, it must bespecified at the time of ordering.Materials: Steel gauge may varyfrom that specified depending on thespecialty option and manufacturingprocess used. Some formed hangersmay be welded when modifying thehanger. Hanger configurations,fastener schedules, and height mayvary from the tables depending onthe joist size, skew, and slope.Finish: See specific hanger optiontables. Welded hangers are paintedwith USP gray primer. Non-cataloghangers available in Hot-dipgalvanized, use HDG after productnumber.Allowable Loads: For multipleoptions for the same connector, usethe most conservative reduction togive the lowest design load.Installation:• Fill all nail holes with fastenersspecified in the tables.• Fastener quantities may increasefrom the amount listed in the tablesdepending on hanger option.• NA16D-RS and NA20D nails aresupplied with hangers.• For type A skewed hangers, the endof joist must be bevel cut; for type Bskewed hangers, the end of joistmust be butt-cut.Codes: Modified hangers are notcode evaluated due to theirnumerous variations.© Copyright 2013 USP Structural Connectors ®THDH all 45º 45º THF 67-1/2º 50º45º width >125, 128-129,169123, 126-1272081-800-328-5934 • www.USPconnectors.com

FACE MOUNT HANGER SPECIALTY DETAILSSee the Specialty Options Chart for each hanger series for loadreductions and hanger maximum range of skew, slope, etc.© Copyright 2013 USP Structural Connectors ®Skewed Hanger:• Consider SKH or SKHH hangers for 45° skews.• Joist nails may be located on obtuse side to ensure propernailing.• Specify skew angle, type (A or B), and direction whenordering.Sloped Seat Hanger:• Consider LSSH series for sloped applications.• Additional nail holes may be added to joist flanges.• Specify slope angle and direction when ordering.Sloped/Skewed Hanger:• See nailing notes for both skewed and sloped hangers.• Specify skew and slope angles as well as skew/slopedirections and skew type (A or B) when ordering.Inverted Flange Hanger:• For skewed-only hangers, the flange on the cut side can beinverted at 100% of the table load. Consult USP for skewlimitations.• When nailing into the carrying member’s end grain, theallowable load is 0.65 of the table load.• Hangers with one flange inverted achieve 100% of listedtable load.• Specify right or left flange when inverting only one flange.PlumbheightSpecify angleTypical SUH hangerskewed, right shownType A(bevel cut required)SpecifyangleJoistheightTypical HD hangersloped seat,down shownH2 1 /8˝SlopeangleSpecify angleTypical SUH formedhanger skewed,right shownType BSkewangleTypical HD hangersloped down,skewed left shownSpecialty OptionsTypical GHF hangerone flange inverted,left shownTypical HD hangerinverted flange1-800-328-5934 • www.USPconnectors.com 209USP2241-131

OPEN TOP FLANGE HANGER SPECIALTY DETAILSSee Specialty Options Chart for each hanger series for loadreductions and hanger maximum range of skew, slope, etc.Specialty OptionsSkewed Hanger:• Joist nails may be located on obtuse side to ensureproper nailing.• Specify skew angle, type (A or B), and directionwhen ordering.Sloped Seat Hanger:• Additional nail holes may be added to joist flanges.• Specify slope angle, direction, and joist height whenordering.Sloped/Skewed Hanger:• See nailing notes for both skewed and sloped hangers.• Specify skew and slope angles as well as skew/slopedirections, and skew type (A or B) when ordering.• Similar to face mount skewed/sloped hanger, refer toillustration on page 209: Typical HD hanger slopeddown, skewed left shown.• Specify if hanger is to be high side flush, low side flush,or center flush.Sloped/Skewed/Sloped Top Flange Hanger:• See nailing notes for both skewed and sloped hangers.• Specify skew, slope, and top flange slope angles aswell as skew/slope and top flange slope directionswhen ordering.• Skewed/sloped/top flange sloped hangers can bemade galvanized or painted.Specify angleTypical BPH hangerskewed, left shownType A(bevel cut required)PlumbheightJoistheightTypical BPH hangersloped seat,down shownSpecifyangleSpecifyangleSpecifyangleTypical HDO hangerskewed, right shownType BSkew angleSpecify angleSlope angleTypical BPH hangersloped down,skewed right, lowside flush shownhigh side flushcenter flushlow side flush© Copyright 2013 USP Structural Connectors ®Joist skewright shownSlopeangleTypical BPH hangerskewed right,sloped down, topflange slopedTypical HLBH hangersloped top flangeright shownSOLID TOP FLANGE HANGER SPECIALTY DETAILSSee Specialty Options Chart for each hanger series for loadreductions and hanger maximum range of skew, slope, etc.Skewed Hanger:• Joist nails may be located on obtuse side to ensure propernailing.• Specify skew angle, type (A or B), and direction when ordering.Sloped Seat Hanger:• Additional nail holes may be added to joist flanges.• Specify slope angle, direction, and joist height when ordering.Sloped/Skewed Hanger:• See nailing notes for both skewed and sloped hangers.• Specify skew and slope angles as well as skew/slopedirections, and skew type (A or B) when ordering.• Specify if hanger is to be high side flush, low side flush, orcenter flush.Specify angleTypical PHXU hangerskewed, left shownType A(bevel cut required)Specify angleTypical PHXU hangerskewed, left shownType Bcontinued on next page2101-800-328-5934 • www.USPconnectors.com

SOLID TOP FLANGE HANGER SPECIALTY DETAILS CONTINUEDSpecify angleSloped Top Flange Hanger:• Additional nail holes may be added to top angle.• Specify top flange slope and direction when ordering.• Specify if hanger is to be high side flush, low sideflush, or center flush.high side flushcenter flushlow side flushSpecifyangle© Copyright 2013 USP Structural Connectors ®Ridge Hanger:• Specify flush top of beam at center, right side, orleft side.• Specify angle of slope when ordering.Top Flange Offset Hanger:• Specify offset, left (L) or right (R), when ordering.Saddle Hanger:• Specify saddle width, “SA” when ordering. Allowclearance for saddled member.Typical HLBH hangersloped top flange,right shownH 1SAW 2H 2Typical HLBH hangerridge, topflange slopeSpecialty OptionsW 1Typical PHXU hangersaddle optionTypical HLBH hangertop flange offset,right shownSpecifyanglePlumbheightSpecifyangleSkewangleSlopeangleTypical HLBH hangersloped down, skewedright, low sideflush shownTypical HLBH hangersloped seat, downshownJoistHeightJoist skewright shownSlopeangleTypical HLBH hangerskewed right, slopeddown, top flange sloped1-800-328-5934 • www.USPconnectors.com 211USP2241-131

WELDED TOP FLANGE• Weld sizes and lengths shown on chart.• Weld-on applications produce maximum allowableload listed. Uplift loads do not apply to thisapplication.Continuous weld alongback of top flangeTypicalsee chartTop Angle Weld Length chartSpecialty OptionsUSPWelded Hanger SeriesWeldLengthTop AngleSteel GaugeWeldSizeSW 10 gauge or lighter BPH, PHM, SWH 7 gauge KLB, KHW, PHXU 3 gauge KB, KGB, KHGB, KHHB,KGLS, KGLST, KGLT,KHGLS, KHGLSTHLBH, KHGLTWeld shall be distributed evenly.PART NUMBER SYSTEMTypical Top Flangewelded installationTypical Top Anglewelded installation© Copyright 2013 USP Structural Connectors ®Part Numbers assigned to TFL, THO, and THFI-Joist hangers reveal the I-Joist sizes to beused with the specific hanger. This guide willteach you how to recognize I-Joist dimensionsin the part numbers.THO35925-21 st , 3 rd , and sometimes 4 th digits arewhole numbers(This example denotes 2 and 11)4 th digit may be part of a decimal –ex.: THO16925TFL 23118THO 35 925Lettersrefer toHangerSeriesex.: THOFirst (2)Digitsrefer toMember Widthex.: 3.5 inchesLast (2) or(3) Digitsrefer toMember Heightex.: 9.25 inches-2Digits afterDashrefer toNumber of Plysex.: 2 ply2 nd and 5 th digits are decimals(see guide below)(This example denotes .3125[5/16] and .875 [7/8])5 th digit may be (0) or dropped ifheight is evenPart Number Guide for Decimals1 = .125 or 1/8 inch2 or 25 = .25 or 1/4 inch3 = .3125 or 5/16 inch5 = .5 or 1/2 inch6 = .625 or 5/8 inch7 = .75 or 3/4 inch8 = .875 or 7/8 inchSome Examples:THO15950 ................................1-1/2˝ x 9-1/2˝THF17925 ................................1-3/4˝ x 9-1/4˝THO16925-2..................double 1-5/8˝ x 9-1/4˝THF23140-2 ..................double 2-5/16˝ x 14˝Note: USP’s Full Line Catalog lists a range ofheights for THF hangers. Face mount hangerscan usually accommodate more than one I-Joist height. The hanger height must be tallenough to support the top chord of the I-Joistto eliminate web stiffener requirements onsolid sawn or joists with web stiffeners. TheTHF hanger must be a minimum of 60% of thejoist height.2121-800-328-5934 • www.USPconnectors.com

CORROSION RESISTANT PRODUCTS© Copyright 2013 USP Structural Connectors ®USPStock No.TripleZinc(TZ)Hot-DipGalvanized(HDG)StainlessSteel(SS)GoldCoat(GC)USPStock No.TripleZinc(TZ)Hot-DipGalvanized(HDG)StainlessSteel(SS)GoldCoat(GC)USPStock No.TripleZinc(TZ)Hot-DipGalvanized(HDG)StainlessSteel(SS)Fasteners / AnchorsColumn / Post CapsColumn / Post BasesAB1212-HDG X KCC44 X KCB48 XAB126-HDG X KCC46 X KCB66 XAB128-HDG X KCC48 X KCB68 XAB5812-HDG X KCC525-4 X KCB88 XBP12 X KCC525-6 X KCB1010 XBP582 X KCC64 X KCB1212 XBP583 X KCC66 X KCBQ44 XHBPS12 X KCC68 X KCBQ46 XHBPS58 X KCC88 X KCBQ66 XLBP12-TZ X KCCQ325-4 X KCBQ88 XLBP58-TZ X KCCQ325-6 X PA44E X XLBPS12-TZ X KCCQ44 X PA44 XLBPS58-TZ X KCCQ46 X PA46E X XN10C X KCCQ525-4 X PA46 XN10C-GC X KCCQ525-6 X PA66E X XN10-GC X KCCQ64 X PA66ER-TZ XN16C X KCCQ66 X PA66R XN16C-GC X KECC325-4 X PA66 XN8-GC X KECC325-6 X PAU44 X XNA10D X KECC44 X PAU46 X XNA11 X KECC46 X PAU66 X XNA16D X KECC525-4 X PAU88 X XNA20D X KECC525-6 X WAS44 X XNA8D X KECC64 X WAS46 XNA9D X KECC66 X WAS66 X XSSN10C X KECC68 X WE44 X XSSN16C X KECCQ325-4 X WE46 XSSN8C X KECCQ325-6 X WE66 XSSNA10D X KECCQ44 XFraming Plates & AnglesSSNA8D X KECCQ46 X A3 XTHR1218-HDG X KECCQ525-6 X AC5 XTHR1224-HDG X KECCQ64 X AC7 X XTHR1236-HDG X KECCQ66 X AC9 XTHR125-HDG X PB44-6TZ X X ANJ44S-HDG XTHR126-HDG X PB66-6TZ X X JA1 XTHR128-HDG X PBC44-TZ X KHL33 XTHR5812-HDG X PBC66-TZ X KHL35 XTHR5816-HDG X PBES44 X X KHL37 XTHR585-HDG X PBES66 X X KHL43 XTHR588-HDG X PBS44 X X KHL46 XWS15-GC X PBS66 X X KHL55 XHoldowns / Foundation AnchorsPBS66R X KHL57 XFA3 X PCM44 X KHL76 XPA18 X PCM4416 X ML24-TZ XPA23 X PCM46 X ML26-TZ XPA28 X PCM4616 X MP3 XRP6 X PCM4816 X MP34 X XST1-TZ X PCM66 X MP4F XST2-TZ X PCM6616 X MP5 X XSTB16 X Column / Post BasesMP6F XSTB20 X APB44 X MP7 X X XSTB24 X CBSQ44-TZ X X MP9 X XSTB28 X CBSQ46-TZ X X MPA1 X X XSTB34 X CBSQ66-TZ X XStud Plate TiesSTBL24 X D44-TZ X RSPT6 XSTBL28 X D46 X RSPT6-2 XTA51 X D46R-TZ X SPT22 XTA71 X D66 X SPT24 XTDL5 X D66R X SPT4 XTDX2-TZ X EBG44-TZ X SPT6 XColumn / Post CapsEPB4408 X SPT8 XBC400-TZ X EPB4608 X SPTH4 XC44 X X EPB6608 X SPTH6 XC46 X EPBH44 X SPTH8 XC46R X EPBH46R XLateral Joist ConnectorsC66 X EPBH66 X LJC-TZ XC66R X EPBH66R X LJQ15-TZ XKCC325-4 X KCB44 X LJQ17-TZ XKCC325-6 X KCB46 X LJQ20-TZ Xcontinued on next page1-800-328-5934 • www.USPconnectors.com 213USP2241-131GoldCoat(GC)Corrosion Protection

CORROSION RESISTANT PRODUCTS CONTINUEDCorrosion ProtectionUSPStock No.TripleZinc(TZ)Hot-DipGalvanized(HDG)StainlessSteel(SS)GoldCoat(GC)USPStock No.TripleZinc(TZ)Hot-DipGalvanized(HDG)StainlessSteel(SS)GoldCoat(GC)USPStock No.TripleZinc(TZ)Hot-DipGalvanized(HDG)Lateral Joist ConnectorsHangersMiscellaneousLJQ23-TZ X JL28IF-TZ X ERB24-TZ XLJQ25-TZ X JPF24 X FB14-TZ XLJQ35-TZ X JPF26 X FB23-TZ XTwist StrapsJUS210 X X X FB26-TZ XHTW20 X JUS210-2 X X X FC24-TZ XLTW12 X JUS210-3 X X FRB24-TZ XLTW18 X JUS24 X X X ICPL516-TZ XMTW12 X JUS24-2 X ICPL58 XMTW16 X JUS26 X X X PRT15-TZ XMTW20 X X JUS26-2 X X X PRT2H-TZ XMTW30 X JUS28 X X X PRT2-TZ XStrapsJUS28-2 X X PRTIC2-TZ XHRS416-TZ X JUS28-3 X SCA10-TZ XHTP37-TZ X JUS36 X SCA9-GC XKHST2 X JUS410 X SCA9-TZ XKHST3 X JUS44 X SDJT14-TZ XKRPS22 X JUS46 X SDPT5-TZ XKRPS28 X JUS48 X SDPT7-TZ XKST227 X LSSH15-TZ X X TTA12-TZ XKST237 X LSSH210 X X TTA2-TZ XKST248 X LSSH31 X TTB22-TZ XKST260 X MSH422 X TTC24-TZ XL6 X SKH210L X X X TTC42-TZ XLH12 X SKH210L-2 X TTF22-TZ XLSTA36 X SKH210R X X X TTR-TZ XMSTA12 X X SKH210R-2 X TTU2-TZ XMSTA15 X SKH26L X X X WT22 XMSTA18 X X SKH26R X X XMSTA21 X SKH28L XMSTA24 X X SKH28R XMSTA30 X SKHH210L-2 XMSTA36 X X SKHH210L-2IF XMSTA9 X SKHH210R-2 XMSTAM24 X SKHH210R-2IF XMSTAM36 X SKHH410L XPS218-HDG X SKHH410LIF XPS418-HDG X SKHH410R XPS720-HDG X SKHH410RIF XRS150 X SKHH414LIF XT6 X SKHH414RIF XHangersSKHH46LXHD210-2IF X X SKHH46LIF XHD210-3IF X SKHH46R XHD28-2IF X SKHH46RIF XHD410 X THD28-2 XHD410IF X THD410 XHD412 X THD46 XHD412IF X THD48 XHD44IF X THDH412 XHD46XHurricane / Seismic AnchorsHD46IF X HHCP2 XHD48 X LFTA6 XHD48IF X RT10 X XHD610 X RT15 X XHD610IF X RT16-2 X XHD612 X RT16A X XHD612IF X RT20 XHD68 X RT3A X XHD68IF X RT4 X XHDQ612IF X RT5 X XHUS210 X RT7 X XHUS210-2IF X RT7A X XHUS212-2 X RT8A X XHUS26XEmbedded Truss AnchorsHUS28 X HTA20 XHUS28-2IF XMiscellaneousJL210IF-TZ X X CSH-TZ XJL24IF-TZ X DC50-TZ XJL26IF-TZ X X DTB-TZ X XStainlessSteel(SS)GoldCoat(GC)© Copyright 2013 USP Structural Connectors ®2141-800-328-5934 • www.USPconnectors.com

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High Performance Corrosion ResistanceIt’s the new gold standard from USP!USP Structural Connectors offers anchors, hangers, framing angles, straps, and fasteners in Gold Coat for 2xthe corrosion resistance protection. Gold Coat is a multi-layer protection system that protects the integrity ofthe structural connector by offering two layers of corrosion resistance. The top layer is a specially formulatedorganic polymer barrier designed specifi cally for outdoor applications and contact with treated wood.Finish: Gold CoatGold Coat testingindicates signifi cantCorrosion Resistanceover traditional ZincGalvanization alone andperformance closer toStainless SteelStructural gradesteel base materialThermally bondedzinc galvanizationGold Coat organicpolymer barrier

Testing! Testing! Testing!It’s part of our continuous commitment toinnovation and quality.At USP, quality doesn’t just happen.It’s a result of constant research,testing and improving. Connect with

The USP Specifier Instant product and design informationwhen you need it Our USP Specifi er software puts you incommand with instant product and designinformation. Search through our comprehensivecatalog of connectors, compare products, price outjobs and produce the most accurate, cost effectivesolutions possible.We are committed to providing you with thebest software tools possible to make your jobeasier. Download your copy of The USP Specifi ertoday.

Our commitment to technology!USP Mobile SolutionsUSP Software SolutionsThe USP Deck Designer. Online anytime.The easy yet comprehensive deck design toolhelps you design the perfect deck, generate3D views, specifications, materials list andbuilding permit applications.iPad ® Catalog. Download our entirecatalog to your iPad ® . Quickly searchproducts by application.QR Codes. Scan QR codes on your smartphone before you buy. Quickly look upproduct information to make the rightchoice.Sapphire Supply- 3D design and layoutsoftware for your EWP and Lumber designneeds and tools for doing layout and take-offfor whole house estimation.Sapphire Build.Design software formodeling buildingin 3D and trackvertical load distributionthroughoutthe structure; roof to foundation, to optimizestructural member design.Black Point Option Manager. Designedfor the residential builder, now you can easilymanage options and material take-offs.

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