usp hanger catalog

USPPROFESSIONALDESIGNMANUALandPRODUCTCATALOG

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©2011 United Steel Products Company

USP 2173-111

USP MANUFACTURING& WAREHOUSE FACILITIES

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USP PROFESSIONAL DESIGN MANUALand PRODUCT CATALOG

56th Edition

concrete& masonry

connectors

rollstrapping

rafter tiedowns& plated truss

connectors

epoxies &mechanical

anchors

goldcoatconnector

series

hangers,angles

& straps

connect withconfidence

new PHDAholdown

series

A SUBSIDIARY OF MITEK INDUSTRIES, A BERKSHIRE HATHAWAY COMPANYA SUBSIDIARY OF MITEK INDUSTRIES, A BERKSHIRE HATHAWAY COMPANY

[email protected]

CCUUSSTTOOMMEERR SSEERRVVIICCEE//TTEECCHHNNIICCAALL AASSSSIISSTTAANNCCEE:: Phone: 1-800-328-5934

Fax: 1-952-898-8605

CORPORATE OFFICE14305 Southcross Drive - Suite 200

Burnsville, Minnesota 55306

Phone: 1-800-328-5934/1-952-898-8772

MANUFACTURING/WAREHOUSESMontgomery, Minnesota

Livermore, California

Largo, Florida

Thornhill, Ontario

Houston, Texas

Lumberton, New Jersey

USP HAS PARTNERED WITH STRUCTURAL SOFT TO PROVIDE THEINDUSTRY WITH THE BEST DESIGN SOFTWARE POSSIBLE!

USP2173-111

USP Index

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A3 Angle Clip . . . . . . . . . . . . . . .65-66AB Anchor Bolts . . . . . . . . . . . . . . .30ABS12 Anchor Bolt Stabber . . . . . .28AC Angle Clips . . . . . . . . . . . . . .65-66ACR Adhesive (CIA-EA) . . . . . . . . .26Alternate Installations . . . . . . . . . .180ANJ44S Heavy Angles . . . . . . . . . .69B Corner Braces . . . . . . . . . . . . . . .70BD Bolt Down . . . . . . . . . . . . . . . .188BL Corner Braces . . . . . . . . . . . . . .70BN Breakfast Nook Hangers . . . . .169BP Bearing Plates . . . . . . . . . . . . . .17BPH Beam & Purlin Hangers . . . .123,

127, 129, 131, 133-134C Post Caps . . . . . . . . . . . . . . . . . .55CBE Column Bases . . . . . . . . . . . .52CBSQ Column Bases . . . . . . . . . . .53CLPBF Butterfly Hanger . . . . . . . .162CMST Coiled Strapping . . . . . . . . .72CMSTC16 Coiled Strapping . . . . . .72Corrosion Resistant Products . . . .199CPB Composite Post Bases . . . . . .56CSH Concealed Stringer Hanger .189D Post Anchors . . . . . . . . . . . . . . . .53DC1 Drywall Clip . . . . . . . . . . . . . .191DC50 Deck Clip . . . . . . . . . . . . . . .188DSC4 Drag Strut Connector . . . . .179DTB-TZ Deck Tie Bracket . . . . . . .187DTC Truss Anchor . . . . . . . . . . . . .149DUC Ductile Undercut Anchors . . . .25EBG44 Elevated Post Base . . . . . .51EPB Elevated Post Bases . . . . . . .51EPCM End Post Caps . . . . . . . . . . .54ERB24 Fence Bracket . . . . . . . . .186EWP Hanger Selector Guide . . . . .111EWP Installation . . . . . . . . . . .114-115FA3 Foundation Anchors . . . . . . . . .31FB Fence Brackets . . . . . . . . . . . .186FC Fence Bracket . . . . . . . . . . . . .186FRB Fence Brackets . . . . . . . . . . .186FS Truss Field Splice Kits . . . . . . .177FSS Truss Field Splice Kits . . . . . .177FT Concrete Form Ties . . . . . . . . . .30FTC Floor Truss Clips . . . . . . . . . .174GEL Adhesive (CIA-GEL 7000) . . .27GHF Glulam Face Mount Hangers 137GT Girder Truss Hangers . . .171-172GTD Girder Truss Hangers . .171-172GTS Girder Truss Hangers . .171-172GTWS Girder Truss Hangers . . . .173Hanger Selector Guide . . . . . . . . . .84HBPS Bearing Plates . . . . . . . . . . .17HC520 Hurricane/Seismic Anchor . . . .

155,157

HCPRS Hurricane/Seismic Anchors . .155, 157

HD Face Mount Hangers . . . . .89-95, 116, 120-122

HDO Top Mount Hangers .96, 98-100HDQ Inverted Flange Hangers . . .89,

92-95, 117, 121-122HGA Hurricane Gusset Angles . . .154HH Header Hangers . . . . . . . . . . . . 68HHC Hip/Hip Connectors . . . .169-170HHCP2 Hurricane/Seismic Anchor . . .

155, 157HJC Hip/Jack Connectors . . .169-170HJHC Hip/Jack Connectors . .169-170HL Light Gauge Purlin Hangers .97-99HLBH Beam Hangers . . . . . . . . .124,

129-131, 133-134HLPTA75 Truss Anchor . . . . . . . .146HPA Purlin Anchors . . . . . . . . . .45-46HPAHD Foundation Straps . . . .41-42HTA Truss Anchors . . . . . . . .147-148HTC4 Heavy Truss Clip . . . . . . . .176HTHJ Hip/Jack Connectors . .169-170HTT Tension Ties . . . . . . . . . . . . . .37HTT14S Holdown . . . . . . . . . . . . . .47HTW Twist Straps . . . . . . . . . . .78-79HTWM Twist Straps . . . . . . . . . . . .81HUGT Girder Tiedowns . . . . . . . . .153HUS Slant Nail Hangers . . .88, 90-94,

117, 121, 162HWUH Top Flange Hangers .106-107ICPL Protection Plates . . . . . . . . .183IS Insulation Supports . . . . . . . . . .191JA Joist Angles . . . . . . . . . . . . .65-66JDS Purlin Hangers . . . . . . . . . . .105JH Multi-Purpose Joist Hangers . .101JL Standard Joist Hangers .87, 90-91JLIF-TZ Inverted Flange Hangers . .87,

90-91JN Power Nail Hangers . . . . . . . .193JN(E) Power Nail Hangers . . . . . .193JNP Mending Plates . . . . . . . . . . .192JPF Purlin Hangers . . . . . . . . . . . .104JUS Slant Nail Joist Hangers 88, 90-94KCBQ Column Bases . . . . . . . . . . .52KCCQC Column Caps . . . . . . . .57-58KCCQO Column Caps . . . . . . . .57-58KCCQOB Column Caps . . . . . .57-58KCCQ Column Caps . . . . . . . . .57-58KCCQT Column Caps . . . . . . . .57-58KECCQL End Column Caps . . .57-58KECCQO End Column Caps . . .57-58KECCQ End Column Caps . . . .57-58KEG Glulam Beam Hangers . . . . .138

KF Panel Hangers . . . . . . . . . . . . .104KGB Glulam Hangers . . . . . . . . . .139KGH Floor Girder Hangers . . . . . . .34KGLB Laminated Beam Seats . . . .33KGLBT Laminated Beam Seats . . .33KGLS Glulam Saddle Hangers . . .143KGLST Glulam Saddle Hangers . .143KGLT Glulam Beam Hangers . . . .140KHC Hinge Connectors . . . . .141-142KHCCT Hinge Connectors . . .141-142KHCST/KHCSTR Seismic Straps . . . .

141-142KHCT Hinge Connectors . . . .141-142KHGB Glulam Hangers . . . . . . . . .139KHGLB Laminated Beam Seats . . .33KHGLS Glulam Saddle Hangers .143KHGLST Glulam Saddle Hangers 143KHGLT Glulam Beam Hangers . . .140KHHB Glulam Hangers . . . . . . . . .139KHL Heavy Angles . . . . . . . . . . . . .69KHSA Connector Straps . . . . . .81-82KHST Strap Ties . . . . . . . . . . . . . . .76KHW Top Flange Hangers . . . .97, 100KLCC Lally Column Caps . . . . .56-57KLEG Glulam Beam Hangers . . . .138KMEG Glulam Beam Hangers . . .138KNS1 Protection Plate . . . . . . . . .183KRPS Strap Ties . . . . . . . . . . . . . . .76KSA Connector Straps . . . . . . .81-82KSCT68 Corner Tie . . . . . . . . . . . .192KST Strap Ties . . . . . . . . . . . . . .73-75KSTI Strap Ties . . . . . . . . . . . . .73-75KVB Knee Braces . . . . . . . . . . . . . .82KVBI Knee Braces . . . . . . . . . . . . .82L Straps . . . . . . . . . . . . . . . . . . . . . .70LBP Bearing Plates . . . . . . . . . . . . .17LBPS Bearing Plates . . . . . . . . . . .17LDSC4 Drag Strut Connector . . . .179LFTA6 Twist Strap . . . . . . . . . . .78-79LJC-TZ Lateral Joist Connector . . .68LJQ-TZ Lateral Joist Connectors . .68LPTA Embedded Truss Anchors . .145LS Light Slope Hangers . . . . . . . .101LSSH Slope/Skew Hangers . . . . .136LSTA Strap Ties . . . . . . . . . . . . .73-74LSTAD Foundation Straps . . . . .43-44LSTI Strap Ties . . . . . . . . . . . . . 73-74LTS Tension Ties . . . . . . . . . . . . . . .37LTS20B Holdown . . . . . . . . . . . . . .47LTTI31 Tension Tie . . . . . . . . . . . . .37LTW Twist Straps . . . . . . . . . . . .78-79LUGT Girder Tiedowns . . . . . 151-152Lumberlok Screws . . . . . . . . .22-23MB16 Bridging . . . . . . . . . . . . . . . 182

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Reference Number Index on next page

MBG Bridging . . . . . . . . . . . . . . . .182MP Framing Angles . . . . . . . . . .65-66MP_F Multi-Lateral Plate Ties . .62-63MP34 Framing Angle . . . . . . . . .62-63MPA1 Framing Angles . . . . . . . .62-63MPH Masonry Hangers . . . . .108-109,

125-134MRT7 Power Nail Hanger . . . . . . .193MSH Strap Hangers . . . . . . . .163-165MSH213L/R Skewed Truss Hanger166MSSH217 Skewed Hanger . . . . . .167MSTA Strap Ties . . . . . . . . . . . . .73-74MSTAM Masonry Straps . . . . . . . . .80MSTC Strap Ties . . . . . . . . . . . .73-75MSTC66B3 Pre-Bent Strap . . . . . . .77MSTCM Masonry Straps . . . . . . . . . 80MTHF Power Nail Hangers . . . . . .193MTW Twist Straps . . . . . . . . . . .78-79MUGT15 Girder Tiedown . . . . . . .152MUS Slant Nail Joist Hangers . . . . .88,

90,162N Bridging . . . . . . . . . . . . . . . . . . .181N Nails . . . . . . . . . . . . . . . . . . . .15-16NFM Masonry Hangers . . . . . . . . .110NOP Moisture Barrier Plates . . . . .145NP Mending Plates . . . . . . . . . . . .192O Bridging . . . . . . . . . . . . . . . . . . .181Ornamental series . . . . . . . . . . . . .71PA Post Anchors . . . . . . . . . . . . . . .49PA Purlin Anchors . . . . . . . . . . .45-46PA(E) Post Anchors . . . . . . . . . . . .49PAHD42 Foundation Strap . . . .41-42PAI Purlin Anchors . . . . . . . . . . .45-46PAU Post Anchors . . . . . . . . . . . . . .49PB Post Caps . . . . . . . . . . . . . . . . .55PBC Post Beam Corner . . . . . . . . .56PBES Post Caps . . . . . . . . . . . . . . .55PBS Post Caps . . . . . . . . . . . . . . . .55PC Plywood Clips . . . . . . . . . . . . .191PCM Post Caps . . . . . . . . . . . . . . . .54PCP Plastic Post Caps . . . . . . . . .190PHD Predeflected Holdowns . . . . . .36PHDA Predeflected Holdowns . . . .36PHG Panel Hangers . . . . . . . . . . .104PHM Top Flange Hangers . . .125-134PHXU Top Flange Hangers . .125-127,

129-131, 133-134PL4 Protection Plate . . . . . . . . . . .183PRT2 Pipe Rail Tie . . . . . . . . . . . .186PS Strap Ties . . . . . . . . . . . . . . . . .76PWFS24 Wood Foundation Strap . .83RBC Roof Boundary Clip . . . . . . . .64RC Plywood Clips . . . . . . . . . . . . .191RFUS Uplift Girder Tie . . . . . . . . .151RP6 Retro Plate . . . . . . . . . . . . . . .34

RS Coiled Strapping . . . . . . . . . . . .72RSPT Stud Plate Ties . . . . . . . . . . .67RT Hurricane/Seismic Anchors 155-157RT16M Hurricane Retrofit Connector . .

154-155RUSC Strap Connector . . . . . . . . .149RWB Wall Bracing . . . . . . . . . . . . .184SBP Bearing Plates . . . . . . . . . . .175SCA Stair Angles . . . . . . . . . . . . .189SDJT14 Deck Post Tie . . . . . . . . .187SDPT Deck Post Ties . . . . . . . . . .187SFP Fence Post Connectors . . . .185SHA Masonry Uplift Connectors . .153SKH Skewed 45° Hangers . .102-103SKHH Skewed 45° Hangers .102-103SMP Fence Post Connectors . . . .185SNP3 Skewed Nail Plate . . . . . . .168Specialty Options . . . . . . . . .194-198Specification Tools . . . . . . . . . . .203SPT Stud Plate Ties . . . . . . . . . . . .67SPTH Stud Plate Ties . . . . . . . . . . .67ST Foundation Anchors . . . . . . . . . .32ST Strap Ties . . . . . . . . . . . . . . .73-74ST24H Truss Brace & Spacer . . . .178STAD Foundation Straps . . . . . .43-44STB Anchor Bolts . . . . . . . . . . . .28-29STBL Anchor Bolts . . . . . . . . . .28-29STC Scissor Truss Clips . . . . . . . .173STS Stud Shoes . . . . . . . . . . . . . .185SUH Joist Hangers . . . . . . .87, 90-95SW Top Flange Hangers . . . . . .97-99SWH Top Flange Hangers . . . .97-100T Hoist Plates . . . . . . . . . . . . . . . .190T Straps . . . . . . . . . . . . . . . . . . . . . .70TA Foundation Straps . . . . . . . .44-45TA Truss Anchors . . . . . . . . . .147-148TAR Truss Anchors . . . . . . . .147-148TD Holdowns . . . . . . . . . . . . . . .38-39TDL Concrete Angles . . . . . . . . . . .47TDS Holdowns . . . . . . . . . . . . . . . .47TDX Holdowns . . . . . . . . . . . . . .38-39TFI Top Mount Hangers .123, 128-131TFL Top Mount Hangers .123, 127-128THD Face Mount Truss Hangers .118,

121-122, 160THDH Face Mount Hangers . . . . .118,

121-122, 161THF Face Mount Hangers 116,119-120THO Top Mount Hangers 123, 127-132THR Threaded Rods . . . . . . . . . . . .28TMP Rafter-To-Plate Connectors .135TMPH Rafter-To-Plate Connectors 135TPP Mending Plates . . . . . . . . . . .192TR Roof Truss Ties . . . . . . . . . . . .176TS Truss Spacer . . . . . . . . . . . . . .179

TSX Truss Spacers . . . . . . . . . . . .179UMH Universal Masonry Hangers 109UPHD Holdowns . . . . . . . . . . . . . . .40USC Uplift Girder Ties . . . . . . . . . .150WAS Wet Post Anchors . . . . . . . . .50WB Wall Bracing . . . . . . . . . . . . . .184WBC Wall Bracing . . . . . . . . . . . . .184WBT Wall Bracing . . . . . . . . . . . . .184WE Wet Post Anchors . . . . . . . . . . .50WG Concrete Form Wedge . . . . . . .30WS Wood Screw Applications . .19-21WS Wood Screws . . . . . . . . . . . . . .18WT22 Wall Ties . . . . . . . . . . . . . . .190ZC Blocking Supports . . . . . . . . . .176

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®Reference Number Index

About 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 arefor general application comparison onlyand should not be used as a substitutiontool. The user is responsible to comparespecific load values, fastener schedules,material specifications, and other factorsto determine suitability of use for anyparticular product.

A Angle . . . . . . . . . . . . . . . . . . .47, 65-66, 70A34/A35 Anchor . . . . . . . . . . . . . . . . . . . .63AB/ABA/ABE/ABU Post Base . . . . . . . . .49AC/ACE Post Cap . . . . . . . . . . . . . . . . . . 55B,/BA Hanger . . . . . .98-100, 127, 129-134BC Base . . . . . . . . . . . . . . . . . . . . . . . . . .53BC Cap . . . . . . . . . . . . . . . . . . . . . . . . . . .55BP Bearing Plate . . . . . . . . . . . . . . . . . . . .17BT Brick Tie . . . . . . . . . . . . . . . . . . . . . . .190CB/CBQ Column Base . . . . . . . . . . . . . . .52CBS/CBSQ Column Base . . . . . . . . . . . . .53CC/CCQ Column Cap . . . . . . . . . . . . . . .57CMST Strap . . . . . . . . . . . . . . . . . . . . . . .72CMSTC Coiled Strap . . . . . . . . . . . . . . . .72CPS Composite Standoff . . . . . . . . . . . . .56CS Strap . . . . . . . . . . . . . . . . . . . . . . . . . .72CWB Wall Bracing . . . . . . . . . . . . . . . . .184DBTZ Deck Tie . . . . . . . . . . . . . . . . . . . .188DJT Deck Tie . . . . . . . . . . . . . . . . . . . . .187DPPC Decorative Post Cover . . . . . . . . .190DPT Deck Tie . . . . . . . . . . . . . . . . . . . . .187DS Drywall Stop . . . . . . . . . . . . . . . . . . .191DSC Drag Strut Connector . . . . . . . . . . .179DSP Double Stud Plate . . . . . . . . . . . . . .67DTC Roof Truss Clip . . . . . . . . . . . . . . .176DTT2Z Deck Tension Tie . . . . . . . . . . . .187ECC/ECCQ Column Cap . . . . . . . . . . . . .57EG Hanger . . . . . . . . . . . . . . . . . . . . . . .138EPB Post Base . . . . . . . . . . . . . . . . . . . . .51EPC Post Cap . . . . . . . . . . . . . . . . . . . . .54F Hanger . . . . . . . . . . . . . . . . . . . . . . . .104FB Fence Bracket . . . . . . . . . . . . . . . . .186FPBB44 E-Z Base . . . . . . . . . . . . . . . . .188FPBM44 E-Z Mender . . . . . . . . . . . . . . .185FPBS44 E-Z Spike . . . . . . . . . . . . . . . . .185GA Angle . . . . . . . . . . . . . . . . . . . . . . . . .65GB Hanger . . . . . . . . . . . . . . . . . . . . . . .139GBC Gable Bracing . . . . . . . . . . . . . . . .157GH Hanger . . . . . . . . . . . . . . . . . . . . . . . .34GLB/GLBT Beam Seat . . . . . . . . . . . . . .33GLS Hanger . . . . . . . . . . . . . . . . . . . . . .143GLT Hanger . . . . . . . . . . . . . . . . . . . . . .140GLTV Hanger . . . . . . . . . .129-131, 133-134H Hurricane Ties . . . . . . . . . . . . . . .79, 157HB Hanger . . . . . . . . . . . .129-131, 133-134HCA Hinge Connector . . . . . . . . . . . . . .141HCP Hip Corner Plate . . . . . . . . . . . . . .157HCST Strap . . . . . . . . . . . . . . . . . . . . . .142HD/HDA Holdown . . . . . . . . . . . . . . . . . .39HDQ Holdown . . . . . . . . . . . . . . . . . . . . .40HDU Holdown . . . . . . . . . . . . . . . . . . . . . .36HETA/HETAL Truss Anchor . . . . . .148-149HFN Hanger . . . . . . . . . . . . . . . . . . . . . .104HGA/HGAM Gusset Angle . . . . . . . . . . .154HGB Hanger . . . . . . . . . . . . . . . . . . . . . .139HGLB Beam Seat . . . . . . . . . . . . . . . . . .33HGLS Hanger . . . . . . . . . . . . . . . . . . . . .143HGLT Hanger . . . . . . . . . . . . . . . . . . . . .140HGLTV Hanger . . . . . . . . 130-131, 133-134

HGT Girder Tiedown . . . . . . . . . . . . . . .153HGUS Hanger . . . . . . . . . . . . .121-122, 161HH Hanger . . . . . . . . . . . . . . . . . . . . . . . .68HHB Hanger . . . . . . . . . . . . . . .99-100, 139HHDQ Holdown . . . . . . . . . . . . . . . . . . . .40HHUS Hanger . . . . . . . . . . . . .121-122, 160HIT Hanger . . . . . . . . . . . . . . .128-129, 131HL Angle . . . . . . . . . . . . . . . . . . . . . . . . . .69HM Hurricane Tie . . . . . . . . . . . . . . . . . .155HPA Purlin Anchor . . . . . . . . . . . . . . . . . .46HPAHD Holdown . . . . . . . . . . . . . . . . . . .42HS Hurricane Tie . . . . . . . . . . . . . . . . . .157HSA Strap . . . . . . . . . . . . . . . . . . . . . . . .82HST Strap . . . . . . . . . . . . . . . . . . . . . . . . .76HSUR/HSUL Hanger . . . . . . . . . . . . . . .103HTC Heavy Truss Clip . . . . . . . . . . . . . .176HTS Twist Strap . . . . . . . . . . . . . . . . . . . .79HTSM Twist Strap . . . . . . . . . . . . . . . . . .81HTT Tension Tie . . . . . . . . . . . . . . . . . . . .37HTU Hanger . . . . . . . . . . . . . . . . . . . . . .160HU Hanger . . . . . . . . . .90-95, 119-122,162HUCQ Hanger . . . . . . . . . . .91-95, 121-122HUS Hanger . . . . . . . . . . . .90-94, 121, 162HUSTF Hanger . . . . . . . . . . . . . . . . . .98-99HUITF/HUTF Hanger . . . . . . . . . . . .98-100HW Hanger . . . . . . . . . . . . . . . . . . . .99-100HWI Hanger . . . . . . . . . . . . . .129-131, 134HWU Hanger . . . . . . . . . .129-131, 133-134IS Insulation Support . . . . . . . . . . . . . . .191ITS Hanger . . . . . . . . . . . . . . . . . . .127-128ITT Hanger . . . . . . . . . . . . . . . . . . .127-131IUS Hanger . . . . . . . . . . . . . . . . . . .119-120IUT Hanger . . . . . . . . . . . . . . . . . . .119-120JB Hanger . . . . . . . . . . . . . . . . . . . . . . . .98L Angle . . . . . . . . . . . . . . . . . . . . . . . . . . .66L Strap Tie . . . . . . . . . . . . . . . . . . . . . . . .70LB Hanger . . . . . . . . . . . . . . . . . . . . . . . .98LBOLT Anchor Bolt . . . . . . . . . . . . . . . . .30LBP Bearing Plate . . . . . . . . . . . . . . . . . .17LBV Hanger . . . . . . . . . . . . . . . . . .127-133LCB Column Base . . . . . . . . . . . . . . . . . .52LCC Lally Column Cap . . . . . . . . . . . . . .57LCE Post Cap . . . . . . . . . . . . . . . . . . . . .55LEG Hanger . . . . . . . . . . . . . . . . . . . . . .138LGT Girder Tiedown . . . . . . . . . . . . . . . .152LPC Post Cap . . . . . . . . . . . . . . . . . . . . .55LS Angle . . . . . . . . . . . . . . . . . . . . . . . . . .65LSCZ Stringer Connector . . . . . . . . . . . .189LSSU Hanger . . . . . . . . . . . . . . . . . . . . .136LSTA Strap Tie . . . . . . . . . . . . . . . . . . . . .74LSTI Strap Tie . . . . . . . . . . . . . . . . . . . . .74LSTHD Holdown . . . . . . . . . . . . . . . . . . .43LSU Hanger . . . . . . . . . . . . . . . . . . . . . .136LTA Truss Anchor . . . . . . . . . . . . . . . . . .145LTB Bridging . . . . . . . . . . . . . . . . . . . . . .181LTP Framing Anchor . . . . . . . . . . . . . . . .63LTS Twist Strap . . . . . . . . . . . . . . . . . . . .79LTT/LTTI Tension Tie . . . . . . . . . . . . . . . .37LU/LUCZ/LUS Hanger . . . . . . . . . . . .90-94MAB Mudsill Anchor . . . . . . . . . . . . . . . . .32MAS/MASA/MASP Mudsill Anchor . . . . .31MBHA/MBHU Masonry Hanger . . .109-110MEG Hanger . . . . . . . . . . . . . . . . . . . . .138META Truss Anchor . . . . . . . . . . . . . . . .148MGT Girder Tiedown . . . . . . . . . . . . . . .152MIT Hanger . . . . . . . . . . . . . . . . . . .127-132MIU Hanger . . . . . . . . . . . . . . . . . . .119-122MMLU Hanger . . . . . . . . . . . . . . . . . . . .193MP Mending Plate . . . . . . . . . . . . . . . . .192MST Strap Tie . . . . . . . . . . . . . . . . . . . . .75MSTA Strap Tie . . . . . . . . . . . . . . . . . . . .74MSTAM Strap Tie . . . . . . . . . . . . . . . . . . .80MSTC Strap Tie . . . . . . . . . . . . . . . . . .74-75MSTCB Strap Tie . . . . . . . . . . . . . . . . . . .77MSTCM Strap Tie . . . . . . . . . . . . . . . . . . .81MSTI Strap Tie . . . . . . . . . . . . . . . . . . . . .75MTHM Hanger . . . . . . . . . . . . . . . . . . . .170

MTS Twist Strap . . . . . . . . . . . . . . . . . . . .79MTSM Twist Strap . . . . . . . . . . . . . . . . . .81MUS Hanger . . . . . . . . . . . . . . . .90-91, 162Nails . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15NCA Nailless Bridging . . . . . . . . . . . . . .182NS/NSP Nail Stopper . . . . . . . . . . . . . . .183O Ornamental . . . . . . . . . . . . . . . . . . . . . .71PA Holdown . . . . . . . . . . . . . . . . . . . . . . .45PA Purlin Anchor . . . . . . . . . . . . . . . . . . .46PAHD Holdown . . . . . . . . . . . . . . . . . . . . .42PAI Purlin Anchor . . . . . . . . . . . . . . . . . . .46PB/PBS Post Base . . . . . . . . . . . . . . . . . .50PC Post Cap . . . . . . . . . . . . . . . . . . . . . . .54PF Hanger . . . . . . . . . . . . . . . . . . . . . . .104PGT Pipe Tie . . . . . . . . . . . . . . . . . . . . .186PS Strap . . . . . . . . . . . . . . . . . . . . . . . . . .76PSCA/PSCL Sheathing Clip . . . . . . . . .191PSPNZ Protective Plate . . . . . . . . . . . . .183RBC Roof Boundary Clip . . . . . . . . . . . . .64RCWB Wall Bracing . . . . . . . . . . . . . . . .184RP Retro Plate . . . . . . . . . . . . . . . . . . . . .34RPS Strap Tie . . . . . . . . . . . . . . . . . . . . . .76RSP Stud Plate Tie . . . . . . . . . . . . . . . . .67S/A23 Angle . . . . . . . . . . . . . . . . . . . . . . .65S/H Hurricane Ties . . . . . . . . . . . . . . . . .157S/HD Holdown . . . . . . . . . . . . . . . . . . . . .47S/HGAM Gusset Angle . . . . . . . . . . . . . .154S/HTT Holdown . . . . . . . . . . . . . . . . . . . .47S/LS Angle . . . . . . . . . . . . . . . . . . . . . . . .65S/LTT Holdown . . . . . . . . . . . . . . . . . . . . .47S/MST Strap Tie . . . . . . . . . . . . . . . . . . . .75S/PSPN Nail Stopper . . . . . . . . . . . . . . .183SA Strap . . . . . . . . . . . . . . . . . . . . . . . . . .82SD Screw . . . . . . . . . . . . . . . . . . . . . . . . .23SDS Screw . . . . . . . . . . . . . . . . . . . . .18-21SP/SPH Stud Plate Tie . . . . . . . . . . . . . . .67SS Stud Shoe . . . . . . . . . . . . . . . . . . . . .185SSP Single Stud Plate . . . . . . . . . . . . . . .67SSTB Anchor Bolt . . . . . . . . . . . . . . . . . .29ST Strap Tie . . . . . . . . . . . . . . . . . . . . . . .74STC Roof Truss Clip . . . . . . . . . . . . . . .176STHD Holdown . . . . . . . . . . . . . . . . . . . . .44SUR/SUL Hanger . . . . . . . . . . . . . .102-103T Strap Tie . . . . . . . . . . . . . . . . . . . . . . . .70TA Staircase Angle . . . . . . . . . . . . . . . . .189TB Tension Bridging . . . . . . . . . . . . . . . .181TBE Truss Enhancer . . . . . . . . . . . . . . .175TC Truss Connector . . . . . . . . . . . . . . . .173THA/THAC/THAI Hanger . . . . . . . .164-165THASR/L Truss Hanger . . . . . . . . . . . . .167THGB/THGBH Hanger . . . . . . . . . . . . . .171THMA Hanger . . . . . . . . . . . . . . . . . . . .172TJC37 Truss Connector . . . . . . . . . . . . .168TP Tie Plate . . . . . . . . . . . . . . . . . . . . . .192TS Twist Strap . . . . . . . . . . . . . . . . . . . . .79TSB Truss Spacer . . . . . . . . . . . . . . . . .178TSF Truss Spacer . . . . . . . . . . . . . . . . .179TSS Truss Seat . . . . . . . . . . . . . . . . . . .145TWB Wall Bracing . . . . . . . . . . . . . . . . .184U Hanger . . . . . . . . . . . . . . .90-95, 119, 121VB Knee Brace . . . . . . . . . . . . . . . . . . . . .82W Hanger . . . . . . . . . . . . . . . . . . . . . .98-99W Wedge . . . . . . . . . . . . . . . . . . . . . . . . .30WB/WBC Wall Bracing . . . . . . . . . . . . . .184WM Hanger . . . . . . .108, 127-130, 132-133WMI Hanger . . . . . . . . . . .130-131, 133-134WNP Hanger . . . . . . . . . . . . . . . . . . .98-100WP Hanger . . . . . . . . . . .127-129, 132-133WPI Hanger . . . . . . . . . . . . . . . . . . .128-134WPU Hanger . . . . . . . . . . . . . .127, 130-131WT Wedge Form Tie . . . . . . . . . . . . . . . .30Z Clip . . . . . . . . . . . . . . . . . . . . . . . . . . .176


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WARRANTYUnited Steel Products Company warrants its products to be free from defects in materialand workmanship. Said products are further warranted as to adequacy of design, providedproducts are used in strict accordance with United Steel Product Company’s current publisheddesign limits and are installed in a workmanlike manner. (Said warranties do not apply inthe event products are cut, notched, welded, drilled or in any way altered). No warrantyapplies if deterioration occurs due to environmental conditions. United Steel ProductsCompany’s obligations under this warranty shall be limited to the replacement or repair ofthose products demonstrated to be defective. Such remedy shall constitute Customer’ssole and exclusive remedy and Customer hereby agrees that no other remedy (including,

but not limited to claims for INCIDENTAL, CONSEQUENTIAL OR SPECIAL DAMAGES,OR ANY CAUSE, LOSS, ACTION, CLAIM OR DAMAGE, INCLUDING LOSS OF TIME,WHATSOEVER, OR INJURY TO PERSON OR PROPERTY OR ANY OTHER CONSEQUENTIALDAMAGE OR INCIDENTAL OR ECONOMIC LOSS) shall be available to Customer whethersaid claims be asserted on the basis of warranty, negligence, strict liability or otherwise. THISWARRANTY IS EXPRESSLY IN LIEU OF ALL OTHER WARRANTIES, EXPRESSED ORIMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY AND FITNESS FORA PARTICULAR PURPOSE, ALL SUCH OTHER WARRANTIES BEING HEREBYEXPRESSLY EXCLUDED.

Corrosion Information . . . . . . .8-9Design Notes . . . . . . . . . . . . . .12Product Information . . . . . . .7, 10Product Notes . . . . . . . . . . . . . .11Reference Number Index . . . . . .5USP Index . . . . . . . . . . . . . . . .3-4Installation Notes . . . . . . . . . . .13

FastenersSection Overview . . . . . . . . . .14Bearing Plates . . . . . . . . . . . . . .17Nails . . . . . . . . . . . . . . . . . . .15-16Wood Screws . . . . . . . . . . . .18-21Lumberlok Screws . . . . . . . .22-23

Concrete & MasonrySection Overview . . . . . . . . . .24Adhesive & Undercut Anchoring Systems . . . . . . . . . . . . . . .25-27

Anchor Bolts . . . . . . . . . . . .28-30Anchor Bolt Stabber . . . . . . . . .28Concrete Form Ties & Wedge .30Floor Girder Hangers . . . . . . . .34Foundation Anchors . . . . . . .31-32Laminated Beam Seats . . . . . .33Retro Plates . . . . . . . . . . . . . . .34Threaded Rods . . . . . . . . . . . . .28

HoldownsSection Overview . . . . . . . . . .35Cold Formed Steel Holdowns . .47Concrete Angles . . . . . . . . . . . .47Foundation Straps . . . . . . . .41-45Holdowns . . . . . . . . . . . .36, 38-40Purlin Anchors . . . . . . . . . . .45-46Tension Ties . . . . . . . . . . . . . . .37

Caps & BasesSection Overview . . . . . . . . . .48Column Bases . . . . . . . . . . .52-53Column Caps . . . . . . . . . . . .57-58Composite Post Bases . . . . . . .56Elevated Post Bases . . . . . . . . .51Lally Column Caps . . . . . . .56-57Post Anchors . . . . . . . . . . . .49, 52Post Caps . . . . . . . . . . . . . .54-56Wet Post Anchors . . . . . . . . . . .50

Angles & StrapsSection Overview . . . . . . . .59-61Coiled Strapping . . . . . . . . . . . .72Connector Straps . . . . . . . . .81-82Corner Braces . . . . . . . . . . . . . .70Framing Plates & Angles . . .62-66Header Hangers . . . . . . . . . . . .68Heavy Angles . . . . . . . . . . . . . .69Knee Braces . . . . . . . . . . . . . . .82Lateral Joist Connectors . . . . . .68Masonry Straps . . . . . . . . . .80-81Ornamental Connectors . . . . . .71Pre-Bent Straps . . . . . . . . . . . .77Straps . . . . . . . . . . . . . .70, 73-76Stud Plate Ties . . . . . . . . . . . . .67Twist Straps . . . . . . . . . . . . .78-79Wood Foundation Straps . . . . .83

HangersSection Overview . . . . . . . .84-86Face Mount Hangers . . . . . .87-95Masonry Hangers . . . . . . .106-110Panel & Purlin Hangers . .104-105Top Mount Hangers . . . . . .96-101Slope & Skew Hangers . .101-103

EWP HangersSection Overview . . . . . .111-113Adjustable Connectors . . . . . .135EWP Installation Guide . .114-115Face Mount Hangers . . . .116-122Glulam Hangers . . . . . . . .137-143Slope/Skew Hangers . . . . . . .136Top Mount Hangers . . . . .123-134

Truss & Rafter Tiedowns Section Overview . . . . . . . . .144Truss Anchors . . . . . . . . .145-149Girder Tiedowns . . . . . . . .151-153Hurricane Gusset Angles . . . .154Hurricane/Retrofit Connector . . . .

154-155Hurricane/Seismic Anchors . . . . . .

155-157Masonry Uplift Connectors . . .153Moisture Barrier Plates . . . . . .145Uplift Girder Ties . . . . . . .149-151

Plated Truss

Plated TrussSection Overview . . . . . .158-159Alternate Installations . . . . . . .180Blocking Supports . . . . . . . . . .176Drag Strut Connectors . . . . . .179Field Splice Kits . . . . . . . . . . .177Girder Truss Hangers . . .171-173Hip/Jack Connectors . . . .169-170Roof Truss Ties . . . . . . . . . . . .176Skewed Truss Hangers . .166-168Supplemental Bearing Plates .175Truss Clips . . . . . . . . . . . .173-174Truss Hangers . . . . . . . . .160-165Truss Spacers . . . . . . . . .178-179

MiscellaneousBridging . . . . . . . . . . . . . .181-182Corner Tie . . . . . . . . . . . . . . . .192Deck Connectors . . . . . . .187-188Drywall Clip . . . . . . . . . . . . . . .191Fence Hardware . . . . . . .185-186Hoist Plates . . . . . . . . . . . . . . .190Insulation Supports . . . . . . . . .191Mending Plates . . . . . . . . . . . .192Nail Plates . . . . . . . . . . . . . . . .192Plastic Post Caps . . . . . . . . . .190Plywood Clips . . . . . . . . . . . . .191Protection Plates . . . . . . . . . . .183Stair Angles . . . . . . . . . . . . . . .189Stud Shoes . . . . . . . . . . . . . . .185Wall Bracing . . . . . . . . . . . . . .184Wall Ties . . . . . . . . . . . . . . . . .190

Manufactured Housing . . .193

Specialty Options . . . . . . .194-198

Corrosion Resistant Products . .199

Specification Tools . . . . . . . .203

USP2173-111


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Product Information

Code Evaluations

Most USP structural products listed inthis catalog have been evaluated or arein the submittal stage for evaluation fromone or more of the following code authorities listed in the chart shown onthe right.

Other code agencies may require specific reductions and limitations andmay have different load values than those presented in this catalog.USP recommends consulting specificcode evaluation or product acceptancecriteria reports that govern in the applicable area. Any questions about current code listings should be directedto the Technical Assistance staff. USPcontinuously updates code reports toreflect new standards and requirements. 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 the relevant code references. Please notethat not all code sections relating to theuse of products contained in this catalog are included. In addition, somestates and local municipalities havedeveloped amendments to the referenced code section. Shown references are for the 2006 InternationalResidential Code (IRC) and 2006International Building Code (IBC).

CodeAgency

ApprovalListing

CodeRef.

CodeAgency

ApprovalListing

CodeRef.

2031C L1 FL565 F1

ER-2039 L2 FL567 F2

ER-2725 L3 FL568 F3

ER-5321 L4 FL569 F4

NER-505 L5 FL570 F5

NER-530 L6 FL571 F6

NER-608 L8 FL574 F7

ESR-1178 1 FL576 F8

ESR-1280 2 FL578 F9

ESR-1702 4 FL817 F12

ESR-1781 5 FL820 F14

ESR-1881 6 FL821 F15

ESR-1970 7 FL822 F16

ESR-2104 8 FL859 F17

ESR-2685 9 FL9835 F18

ESR-1831 10 FL10739 F19

ESR-1465 11 FL11664 F20

ESR-2761 12 FL1247 F22

ESR-2787 13 FL2033 F23

IAPMO-ES ESR ER-0200 20 FL4928 F24

RR 25029 R2 FL5631 F25

RR 25113 R4 FL6223 F26

RR 25843 R5 FL11910 F27

RR 25433 R8 FL11748 F28

RR 25745 R9 FL13170 F29

RR 25753 R10 FL13285 F30

RR 25749 R12 NOA 04-1122.03 D1

RR 25779 R13 NOA 06-0921.05 D2

RR 25836 R14 NOA 07-0214.20 D3

Prescriptive Code -- -- 100 NOA 07-0306.06 D4

NOA 07-0306.10 D5

NOA 07-0322.15 D6

No Load Capacity -- -- 120 NOA 07-0419.01 D7

NOA 07-1003.10 D8

NOA 08-0111.09 D10

New products or updated product NOA 08-0206.07 D11information are designated in bold font. NOA 08-0303.06 D12

NOA 08-0715.01 D13

State ofFloridaProduct

Approvals

Metro Dade -Dade County,

Florida

SBC, UBC, NESLegacy Reports

110

No Code Listing Contact usfor test data

130

ESR

LA City -City of

Los Angeles,California

Submitted forApproval

Contact usfor test data


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Corrosion Information

Connectors, 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 by variables such as fertilizer, animal waste, and wetcycle durations. If an electrolyte is present, such aswater, a metal will form an electric circuit with a dissimilar metal and galvanic corrosion can takeplace. Zinc is the metal used in the hot-dip galvanizing 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 to prescribe 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 residential applications at the end of 2003. In place of CCA,treated wood suppliers use copper based alternative 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.

Recently some wood preservative manufacturershave introduced new wood preservative formulations.

These formulations include new micronized copperproducts as well as carbon based PTI woodpreservatives. USP Structural Connectors currently offers four different corrosion resistant finishes to cover arange of corrosion performance:

Triple Zinc (TZ) – galvanizing provides a prefabrication coating of 1.85 (G-185) ounces of zinc per square foot of surfacearea measured in accordance with ASTM A 653.

Required Fastener: Hot-dip galvanized fasteners

Hot-Dip Galvanized (HDG) –coating provides an after-fabrication hot-dippedzinc coating. The coating thickness is dependenton the connector material, but generally ranges from 1.1 to 2.3 ounces of zinc persquare foot of surface. Hot-dip products meetrequirements set forth in ASTM A 123.

Require Fastener: Hot-dip galvanized fasteners

Gold Coat (GC) – Gold Coat is a proprietary multi-layer protection system. It is comprised of anorganic top coat barrier layer and a zinc layerplaced over a steel substrate.

Required Fastener: Gold Coat fasteners

Stainless Steel – is the best option for corrosion 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 fasteners

Triple Zinc G-185

Hot-Dip Galvanized

Gold Coat

AWPA Use Service Use Example Preservatives and Minimum CoatingCategory Conditions Environment Applications Retentions6,7 Requirements 1,2,3,4

UC1 Interior construction, Continuously protected from General framing,Above ground, weather or other sources of interior construction Untreated G90Dry moisture

UC2 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)8,9

Damp 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), Organic

UC3B 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 runoff µCA-C (0.05), Organic

UC4A 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 Coat5

General use µCA-C (0.14)UC4B Exterior construction, Ground contact, fresh or salt water Permanent wood ACQ-D (0.60), MCQ (0.60), Stainless Steel

Ground 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. 4. For G90 or G185 connectors use fasteners galvanized per ASTM A153. For Gold Coat connectors use Gold Coat fasteners, and for stainless steel

connectors use stainless steel fasteners.5. 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 by USP has found that in interior applications where the treated wood will remain relatively dry during its service life the use of G90 connectors with

MCQ or µCA-C treated wood is appropriate.

Structural Connectors Coating Recommendations

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Corrosion Information

www.USPconnectors.com

• Nails: (8) 10d x 1-1/2˝ HDG.

• As a minimum, recommendedin outdoor applications andwith treated wood.

A3-TZRef #: A23Z

Corner Angle1-7/16˝x 1-7/16˝x 2-3/4˝

For use withtreated wood

Para

MaderaTratada

Bin Card

Product Label

Carton Label

USP recommendation andstandards that are met withthe Triple Zinc coating.

Part number is referenced with a TZat the end for Triple

Zinc products.

Part number is referenced with

a TZ at the end for Triple

Zinc products.

USP recommendationand standards met with Triple

Zinc coating.

Part number is referencedwith a TZ at the end forTriple Zinc products.

Triple Zinc G-185 isreferenced abovethe bar code.

Light green backgroundcolour indicates a corrosionresistant product.

Yellow oval boldlyhighlights “for usewith treated wood”

TZ - Triple Zinc logo identifiesproducts that have G-185 galvanization.

The structural connectors coating recommendations chart onpage 8 has been developed by reviewing both field service performance 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 products tested are relatively new and there is little actual field servicelife data to correlate to the test results. In addition, actual service environments are much more complicated than accelerated tests. In accelerated tests influencing variablesare typically minimized and manipulated to cause reactionsto occur more quickly. Consequently this may result in reactions 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 its recommendation as appropriate.

Corrosion Protection Guidelines:• USP recommends stainless steel connectors for the highest level of corrosion protection. As an economical alternative to stainless steel our new Gold Coat connectorsare specifically designed for exterior application when in contact with preservative treated wood.• Triple Zinc G-185 connectors are available as an economical 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 galvanized finishes. Gold Coat connectors require gold coat fasteners.• USP’s zinc dichromate WS Wood Screws are not recommended for use with preservative or fire-retardant treated wood. Some wood screws are available in Gold Coat.• USP Structural Connectors clearly differentiates standard G90 connectors from the corrosion resistant connectors. 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.



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Product Information

Then Hip/Valley Rafter Roof Pitchbecomes . . .

Gauge Inches MillimetersUncoated

SteelGalvanizedSteel (G90)

Triple Zinc(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 0.125

12 7/64 2.7 0.099 0.108 0.11014 5/64 2.0 0.070 0.078 0.080

16 1/16 1.5 0.055 0.063 0.065

18 3/64 1.2 0.044 0.052 0.05420 1/32 1.0 0.033 0.040 0.042

22 1/32 0.8 0.029 0.033 0.036

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

ApproximateDimensions

Decimals (inches)

0/12 Flat1/12 5

2/12 10

3/12 14

4/12 18

5/12 23

6/12 27

7/12 30

8/12 349/12 37

10/12 40

11/12 42

12/12 45

Rise / Run(inches)

Slope(degrees)

1/12 5 1/17 32/12 10 2/17 7

3/12 14 3/17 10

4/12 18 4/17 13

5/12 23 5/17 16

6/12 27 6/17 19

7/12 30 7/17 228/12 34 8/17 25

9/12 37 9/17 28

10/12 40 10/17 30

11/12 42 11/17 33

12/12 45 12/17 35

1) Use this conversion table only for hip/valley rafters that areskewed 45° right or left. All other skews or dual pitch roofswill cause the slope to change from that listed above.

Rise / Run(inches)

Slope(degrees)

Rise / Run(inches)

Slope(degrees)

If common RafterRoof Pitch is . . .

SlopeConversion Table

100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125%

DF-L 630 725 788 990 1139 1238 1305 1501 1631 1665 1915 2081

SP 613 704 766 963 1107 1203 1269 1459 1586 1619 1862 2023

S-P-F 473 544 590 743 854 928 979 1126 1223 1249 1436 1561 Hem Fir 525 604 656 825 949 1031 1088 1251 1359 1388 1596 1734

1) Applies to nominally dimensioned joists as listed, where moisture content < 19% andtemperature <100° F.

2) Loads apply to:DF-L: Douglas Fir-Larch (G=0.50), Fv=180 psi;SP: Southern Pine (G=0.55), Fv=175psi;S-P-F: Spruce-Pine-Fir (G=0.42), Fv=135psi;Hem Fir (G=0.43), Fv=150psi.

3) 115% and 125% loads are increased for short-term loading in accordance to the code.

Allowable Shear on Bending Member1,2,3

Joist or Rafter

WoodSpecies

2 x 4 2 x 6 2 x 8 2 x 10

Roof Pitch

Maximum Shear Capacityof Joist or Rafter

U.S. Standard Steel gauge Equivalents in Nominal Dimensions

The table below indicates the calculated shear capacity of differentdimensional lumber sizes for various wood species.

Special & Custom Connectors

USP is committed to meeting every need youhave and we understand that stock connectorswill not meet all application or design requirements. Our Technical AssistanceRepresentatives will work with you to developand fabricate the Special or Custom connectoryou need.

What is the difference between a “Special”and a “Custom” connector?

A “Special” is a stock USP connector that ismodified within the limits listed in the SpecialtyOptions chart.

A “Custom” is a connector that does not closelyresemble a stock or special part offered in ourcatalog. Also, a “Custom” connector may be astock connector that is modified outside of thelimits listed in the Specialty Options charts or isnot listed in the catalog as having a specialtyoption available. Product drawings must be provided by the customer and will be manufactured by USP in accordance to customer specifications.

A full range of shipping options are availablefrom regular freight to overnight delivery.

37°

1 5/8˝

7˝

1 5/8˝

41º

(9)

23º

3/16˝

1 5/8˝

4 1/16˝

22˝

Special Order detail

Custom Order detail

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Product Notes

ISO 9001 Certified

USP Structural Connectors®in Montgomery, Livermore, and Largo,

achieved registration of its quality management system in accordance with the requirements of

ISO 9001

1) This catalog reflects the most current information regarding USP product line. However, product revisions andnew product additions occur on an ongoing basis. USPStructural Connectors® reserves the right to change specifications, 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 information presented in this publication replaces all information published in previous documents, and is valid until December 31, 2011.

3) This Full Line Catalog was designed as a general reference for the USP Product Line. Various specialized publications 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 specified fasteners 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 written permission of USP Structural Connectors® is obtained.

5) Some connector models are listed more than once to indicate installation and/or fastener options.

6) New products or updated product information are designated in red.

7) Throughout this catalog, dimensions are expressed ininches and loads in pounds unless specifically noted otherwise.

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, as prescribed by the model building codes.

10) 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).

11) 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.

12) Anchor Bolts conform to ASTM F 1554.

13) USP connectors listed in this catalog are manufacturedfor specific sizes of standard lumber, plated trusses, or composite lumber. For applications involving unusual supporting conditions environments, contact USP. Woodshrinkage or expansion, caused by lack of moisture or excessive moisture, may adversely affect connector installation. Evaluate potential shrinking or expanding toensure proper connector installation and performance.

14) The load values listed in this catalog are based on installation to wood with a moisture content of less than 19%,and used in dry service conditions. Load reductions, in accordance with the code, shall be taken where wood moisture content greater than 19% at the time of installationor where used in wet service conditions.

15) 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 than published allowable loads.


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1) 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 < 1.0

2) 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 this catalog.

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 can accommodate 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 if additional mechanical reinforcement is required.

6) USP recommends the hanger height be 60% of the joistheight for stability.

NDS® StandardsUnless otherwise noted, the load resistance values presented 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.

MaterialUSP selects steel for its various products in accordance withapplication needs and steel properties, including tensilestrength, ductility, corrosion resistance, gauge, and weldability. 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 code agencies. 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.

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-month

duration of load.Roof Non-Snow .............125% of design load for 7-day

duration of load.Uplift...............................160% of design load for

wind/seismic loading based on local code 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.

Design Notes

Douglas Fir-Larch (DF-L) 0.50 1.00

Southern Pine (SP) 0.55 1.00

Spruce-Pine-Fir (S-P-F) 0.42 0.86

1) Allowable loads must be adjusted according to theapplicable wood species.

2) When using structural composite lumber, verify wood speciesand use above listed adjustment factors.

Douglas Fir (S)Hem Fir (N)

0.46 0.88

Allowable Load Adjustment Factor

WoodSpecies

SpecificGravity

AdjustmentFactor

Download

Uplift

Lateral

Out

F1

F1

F2

F2 or F3

Perpendicular

1) Use proper safety equipment during connector installations. 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 in well-ventilated environments.

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 the fasteners specified for that particular product. Some productsallow for alternate nail installations. Refer to the “OptionalNails for Face Mount Hangers and Straight Straps” chart onpage 22 of this catalog for load adjustments when using alternate 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 additional information. Caution: Always follow nail gun manufacturer’ssafety guidelines.

7) Joists installed in hangers should bear fully on the connector 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 may produce 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.

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Installation Notes

Nails. . . . . . . . . . . . . . . . . . . . . . Pages 15-16• NA SeriesUSP structural nails and common nail design information.

Bearing Plates . . . . . . . . . . . . . . . . . Page 17• BP SeriesStandard bearing plates.

• HBPS/LBPS SeriesSlotted bearing plates.

• LBP SeriesGalvanized standard 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.

LumberLok Screws . . . . . . . . . Pages 22-23• LL SeriesSelf-drilling screws for a number of USP Structural Connectorsand wood-to-wood applications.

BP/LBP

LL

NA

WS

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HBPS/LBPS

Fasteners

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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 embedment into the 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 equation below:

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 and Straight Straps 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.

Nails – NA series

6d 11-1/2 .113 1.13 0.68 8d 10-1/4 .131 1.31 0.79

10d 9 .148 1.48 0.89 12d 9 .148 1.48 0.89

16d Sinker 9 .148 1.48 0.89

16d 8 .162 1.62 0.97 20d 6 .192 1.92 1.15

1) 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®.

MinimumPenetration for

Reduced Shear Load2

(inches)

MinimumPenetration forFull Shear Load

(inches)

NailPenny

WireGauge

ShankDiameter(inches)

Ref. No. Finish4Description Length 3 7 10 12 14 16 18 20 22

NA11 N8 HDG 8d x 1-1/2 0.131 1-1/2 48 152 -- -- -- -- -- -- -- -- -- -- 96 95 94 94 N8-GC -- -- GC 8d x 1-1/2 0.131 1-1/2 48 152 -- -- -- -- -- -- -- -- -- -- 96 95 94 94

NA9D N10 HDG N10-GC -- -- GC

NA16D N16 HDG 16d x 2-1/2 0.162 2-1/2 99 66 192 177 158 147 140 138 136 136 -- --

NA16D-RS -- -- Bright 16d Ring Shank 0.148 3-1/2 140 47 181 164 147 -- -- -- -- -- -- -- -- -- -- -- -- NA20D -- -- HDG 20d x 2-1/2 0.192 2-1/2 117 41 231 202 184 174 167 -- -- -- -- -- -- -- --

8d Common -- -- Bright 8d Common 0.131 2-1/2 80 126 -- -- -- -- -- -- -- -- 98 96 95 94 94 10d Common -- -- Bright 10d Common 0.148 3 108 70 -- -- 154 136 125 118 115 114 113 112

N10C-GC -- -- GC 10d Common 0.148 3 108 70 -- -- 154 136 125 118 115 114 113 112 16d Sinker -- -- Bright 16d Sinker 0.148 3-1/4 117 60 160 154 136 125 118 115 114 113 -- --

N16C-GC -- -- GC 16d Common

16d Common -- -- Bright 16d Common 20d Common -- -- Bright 20d Common 0.192 4 187 29 231 202 184 174 167 -- -- -- -- -- -- -- --

1) Loads are calculated according to specifications of Part II 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 types refer to NDS® or consult USP. 3) Shear values assumes full penetration of at least 10 nail diameters. 4) HDG = Hot-Dip Galvanized; GC = Gold Coat; Bright = No Finish. 5) For steel with Fu=45,000 psi, and gage minimum bare metal thickness. 6) Fastener values may be increased for duration of load. 7) Withdrawal loads assume full penetration.

14748 192 177 158

USPStock No.

NailDiameter

Withdrawal

Load7

0.162 3-1/2 138

111

Allowable Shear per Nail (Lbs.)1,2,3,5

Steel GaugeNailsPer Lb.

10d x 1-1/2 1140.148 1-1/2 54 100 118 -- -- 126 -- -- 112 112 112

-- --140 138 136 136

Minimum Fastener Penetration table

Nail Specification table

continued on next page

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%1.62

!

How to Use:The base value is the catalog listed nail in Douglas Fir-Larchand the adjustment factor is the multiplier for the applicable replacement nail and wood combination.

• Adjustment factors may vary with some custom hangers orsteel thicker than 10 gauge. Contact USP for exceptions.• Roofing nails shall not be substituted for any nail size or type.

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Nails – NA series continued

Optional Nails Example:

JL210 – listed load is 1595 lbs. @100% for 10d common nails.

If substituting:8d common nails with DF-L or LVL:1595 lbs. x .83 = 1323 lbs.

8d common nails with SP:1595 lbs. x .90 = 1435 lbs.

8d common nails with S-P-F:1595 lbs. x .72 = 1148 lbs.

No further reductionsare required.

Optional Nails for Face Mount Hangers (excludesslant nail hangers)

NA16D-RS NA16D NA9D NA11NA20D.192 x 2 1/2˝ .148 x 3 1/2˝ .162 x 2 1/2˝ .148 x 1 1/2˝ .131 x 1 1/2˝

DF-L SP S-P-F LVL

16d common 8d common 0.70 0.75 0.60 0.70 16d common 10d Box 0.67 0.72 0.58 0.67

16d common 10d common 0.83 0.91 0.72 0.83 16d common 12d common 0.83 0.91 0.72 0.83

16d common 10d x 1-1/2 0.81 0.88 0.70 0.81

16d common 10d Sinker 0.59 0.64 0.51 0.59 16d common 16d Box 0.74 0.80 0.64 0.74

16d common 16d Sinker 0.83 0.91 0.72 0.83 16d common 16d x 2-1/2 1.00 1.00 0.86 1.00

16d common No. 8 x 1-1/2 Wood Screw 0.60 0.66 0.52 0.60

10d common 8d Box 0.63 0.68 0.54 0.63 10d common 10d Sinker 0.70 0.77 0.61 0.70

10d common 8d common 0.83 0.90 0.72 0.83 10d common 10d Box 0.80 0.87 0.70 0.80

10d common 8d x 1-1/4 0.64 0.69 0.55 0.64

10d common No. 8 x 1-1/2 Wood Screw 0.72 0.79 0.63 0.72 10d common 10d x 1-1/2 0.97 1.00 0.84 0.97

10d common 16d Sinker 1.00 1.00 0.86 1.00

10d common No. 8 x 1-1/2 Wood Screw 0.72 0.79 0.63 0.72 12d common 10d x 1-1/2 0.97 1.00 0.84 0.97

12d common 16d Sinker 1.00 1.00 0.86 1.00 12d common No. 8 x 1-1/2 Wood Screw 0.72 0.79 0.63 0.72

8d common 8d Box 0.75 0.81 0.65 0.75

8d common 8d x 1-1/4 0.76 0.83 0.66 0.76 8d common No. 8 x 1-1/2 Wood Screw 0.86 0.95 0.75 0.86

8d x 1-1/2 8d x 1-1/4 0.76 0.83 0.66 0.76 8d x 1-1/2 No. 8 x 1-1/2 Wood Screw 0.86 0.95 0.75 0.86

10d x 1-1/2 8d x 1-1/2 0.86 0.93 0.74 0.86

10d x 1-1/2 No. 8 x 1-1/2 Wood Screw 0.74 0.81 0.64 0.74

1) No. 8 x 1-1/2 Wood Screw has a shank diameter of 0.164˝ and shall conform to ANSI/ASME Standard B18.6.1-1981. 2) This chart does not apply to HUS, JDS, JH, JPF, JUS, MSH, MUS or THDH slant nail hangers.New products or updated product information are designated in bold font.

CatalogNail

Replacement

Fastener1

Allowable Load Adjustment Factor

!

N8-GC.148 x 1 1/2˝


L

W

PT

BP/LBPStandard

Bearing Plate

Typical BearingPlate installation

HBPS/LBPSSlotted Bearing Plate

BP – Designed to meet code requirements for mudsill-to-foundation.

HBPS/LBPS – Offers anchor bolt adjustment slots.

LBP – Galvanized finish for corrosion resistance.

Materials: See chartFinish: BP & HBPS – none;

LBP & LBPS – G-185 galvanizingOptions: BP12, BP583 & HBPS12 models 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.

Bearing Plates – BP, HBPS, LBP, & LBPS series

Ref. No. W L

LBP12-TZ LBP1/2, LBP1/2Z

10 Ga 2 2 1/2 120

LBP58-TZ LBP5/8, LBP5/8Z

10 Ga 2 2 5/8 100

LBPS12-TZ LBPS1/2, LBPS1/2Z

10 Ga 3 3 1/2 120

LBPS58-TZ LBPS5/8, LBPS5/8Z

10 Ga 3 3 5/8 120

HBPS12 BPS1/2-3 3 Ga 3 3 1/2 100

HBPS34 BPS3/4-3 3 Ga 3 3 3/4 100 HBPS58 BPS5/8-3 3 Ga 3 3 5/8 100

BP12 BP1/2 7 Ga 2 2 1/2 100 BP582 BP5/8-2 7 Ga 2 2 5/8 100

BP583 BP5/8-3 3 Ga 3 3 5/8 100

BP343 BP3/4-3 3 Ga 3 3 3/4 100

CodeRef.

USPStock No.

BoltDia.

DimensionsPlateThickness

(PT)

In some applications the code requires specific size plate washers be provided between the foundation sill plate and

the nut. IRC R602.11.1, IBC 2308.12.8.

WL

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Wood Screws – WS series

Ref. No. Description L SH T Finish114 Ga 10 Ga 7 Ga 3 Ga 100% 14 Ga 10 Ga 7 Ga 3 Ga 100%

WS15 SDS25112 Zinc

WS15-GC -- -- GC WS2 SDS25200 1/4˝ x 2˝ 2 1/4 1-3/4 Zinc -- -- 306 307 289 316 160 -- -- 215 244 249 248 117

WS25 SDS25212 1/4˝ x 2-1/2˝ 2-1/2 1/4 2-1/4 Zinc 193 362 352 338 369 199 141 256 292 286 294 141

WS3 SDS25300 1/4˝ x 3˝ 3 3/4 2-1/4 Zinc 227 418 396 387 457 199 164 297 340 322 365 141 WS35 SDS25312 1/4˝ x 3-1/2˝ 3-1/2 3/4 2-3/4 Zinc 233 451 460 454 481 208 181 338 380 356 370 154

WS45 SDS25412 1/4˝ x 4-1/2˝ 4-1/2 1-1/4 3-1/4 Zinc 233 516 588 589 531 214 181 421 460 425 379 163 WS6 SDS25600 1/4˝ x 6˝ 6 1-3/4 4-1/4 Zinc 233 516 588 589 531 214 181 421 460 425 379 163

1) 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 bold font.

CodeRef.

12,F29

-- -- 230

Steel to Wood 6

WithdrawalCapacity

WithdrawalCapacity

Shear (100%)

Wood

to Wood3

Steel to Wood6

S-P-F2,4,5Dimensions

USPStock No.

Wood

to Wood3

DF-L / SP2,4,5

Shear (100%)

1/4˝ x 1-1/2˝ 1/2 1/4 1-1/4 103261 259 164 190 217266 -- -- 188 211

The WS Wood Screw is a self-drilling screw used for numerous framing applications. 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 217,000psi. 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, FL13170

Installation:• 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.

For Attaching Multi-Ply Wood Trusses orLVL or PSL members, or floor trusses,

see pages 19-21.

3/8˝

USP name Screw length

Serrations

Beveled reamer on2 1/2˝ or longerWood Screws

Cut threads

Self drilling point

L

T

SH

WS

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Installation:• Screw spacing shall not be greater than 24˝ on center and less than 4˝ on center. However, the location of any individual 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 any displacement 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 end distances if wood splittingoccurs.

Wood Screw Applications – WS series

Floor Floor Floor

Ref. No. Description L SH T Finish 100% 115% 125% 100% 115% 125% 100% 115% 125%

WS3 SDS25300 1/4˝ x 3˝ 3 3/4 2-1/4 Zinc SH, T 227 261 284 266 306 333 164 189 205

WS45 SDS25412 1/4˝ x 4-1/2˝ 4-1/4 1-1/4 3-1/4 Zinc SH, T 233 268 291 266 306 333 181 208 226

T 243 279 304 266 306 333 206 237 258SH 276 317 345 320 368 400 211 243 264

1) The Truss Engineer shall apply all adjustment factors required per 2005 NDS®. 2) Loads are based on 1-1/2˝ thick wood side members. Side and main members of same wood species. 3) SH = screw shank; T = threads. New products or updated product information are designated in bold font.

WS6

USPStock No.

1/4˝ x 6˝ Zinc4-1/46 SDS25600 1-3/4

Dimensions Allowable Shear Loads (Lbs.)1,2

RoofShearPlane

Location3

Douglas Fir-Larch(G = 0.50)

Roof

Spruce-Pine-Fir(G = 0.42)

Southern Pine(G = 0.55)

Roof


Typical Truss Profile (profile may vary)

3 Ply with Mixed Wood Species:Bottom Chord: 2x6 Southern PineTop Chord: 2x4 Spruce-Pine-Fir

Required Loads:Bottom Chord Load: 500 plf

Top Chord Load: 60 plf(Roof Live Load: CD = 1.15)

Bottom Chord Wood Screw Spacing:Using 2 rows of WS45 Wood Screws in 2x6

2 x 306/500 x # Plys = 1.84 ft.# Plys - 1

Use maximum spacing of 24˝.

Top Chord Wood Screw Spacing:Only 1 row of WS45 Wood Screws in 2x4 member

1 x 208/60 x # Plys = 5.20 ft.# Plys - 1

Use maximum spacing of 24˝.

WS45 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 Example

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.

Truss top chord

Truss bottom chord

Truss span

2 1/2˝ Min.

1 1/2˝ Min.

1 1/2˝ Min.

Start screws onface that carries

hanger on load

Spacing4˝ min. – 24˝ max.


1˝ min. Recommended (Typ)4˝ min End of

cord

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End of member

1˝ min. Recommended (Typ)Other Stagger patterns as approved by Engineer are acceptable

1 1/2˝ min

4˝ min

2 1/2˝ min

2 1/2˝ min 1 1/2˝ min

H

Wood Screw Applications – WS series continued

Joining 2, 3, or 4 Ply LVL, LSL or PSL Members

Installation Notes:• For 2 ply members, wood screws shall be installed with the screw heads in the loaded ply.• For 3 or 4 ply members, wood screws shall be installed in both outer plys.• 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 with H = 5 1/2˝ and larger.

Ref. No. Description L SH T

1 970 1460 650 970 490 7302 730 1095 490 730 365 550

4 730 1095 490 730 365 5505 650 970 430 650 325 485

3 650 970 430 650 325 485

6 970 1460 650 970 490 730

USPStock No.

2Rows

3Rows

2Rows

MultipleMembers

Installation

Figure2

12˝ O.C. 18˝ O.C.

Wood Screw Spacing

3-1/2 1

Dimensions

3Rows

DF-L / SP

2Rows

3Rows

F24˝ O.C.

Maximum Allowable Uniform Loadsthat can be applied to either outsidemember (Lbs. Per Lineal Ft.)1,3,4,5,6

1-3/4 4-1/4

WS35

WS6 SDS25600 1/4˝ x 6˝ 6

SDS25312 1/4˝ x 3-1/2˝ 2-1/2

Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6

WS35 installed in (2) 13/4˝ Ply



WS35 installed in (1) 13/4˝,(1) 31/2˝ Ply

WS35 installed in (2) 13/4˝,(1) 31/2˝ Ply


Recommended Row Guidelines

Serrations

Beveled reamer on2 1/2˝ or longerWood Screws

Cut threads

Self drilling point

L

T

SH


1) Based on Zscrew = 243 pounds in Douglas Fir-Larch with a side member thickness of not less than 1-3/4˝. 2) Load values depicted assume all uniform load is applied to the most narrow outside ply only. 3) Load values neglect any contribution of screws installed to opposite side, even if they extend significantly into the loaded ply. 4) Loads are for normal (100%) duration of load, and may be increased in accordance with the code. 5) Uniform loads in table represent the capacity of the fasteners. The capacity of the LVL or PSL beam may be less and should be checked by a qualified designer or with the manufacturer's literature. 6) A qualified designer shall ensure the adequacy of a 7˝ wide beam to resist the applied load on one edge; otherwise, the loads shall be uniformly distributed across the width or applied equally on both sides. 7) Wood screws longer than 3-1/2˝ are not recommended

for use with Parallam® PSL or TimberStrand® LSL.

8) For Figures 2, 3, 5, and 6: Stagger the screws on opposite

face by half minimum spacing requirements. New products or updated product information are designated

in bold font.

WS

Applied Concentrated LoadWS6 Wood Screw

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Wood Screw Applications – WS series continued

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 plys. 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:

3 1/2˝

1 1/2˝

3 1/2˝ 5/8˝ - 7/8˝

Truss Members

WS6 Wood Screw

Typ. @ all members

Ref. No.

WS6 SDS25600 243 266 206

New products or updated product information are designated in bold font.

Allowable Shear Loads

USPStock No.

Floor(100%)

Floor(100%)

Floor(100%)

Douglas Fir-Larch(G = 0.50)

Southern Pine(G = 0.55)

Spruce-Pine-Fir(G = 0.42)

Applied Concentrated LoadAdditionalWS6 Wood Screw

if necessary12˝max

12˝max

Uniform/Distributed Load

Concentrated/Point Load

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. If

necessary, additional screws may be installed in the bottom chord.• Center screw vertically on 11/2˝ dimension of top chord. If

splitting occurs, it may be necessary to pre-drill the holes in accordance with the code.• The screws shall be installed with the headed end of the screw

on the loaded truss. If either ply is “the loaded truss”, the screwsshall be divided between the two plys, 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 are pre-drilled, on each side to a 1/4-inch diameter. Do not drill throughthe wood.• The maximum gap between the wood members of the two

trusses shall be 1/8-inch.• The truss designer shall design the truss members with the

capacity 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 avoid

conflicts with connectors, problematic wood or other framing members. Adjustments should follow the criteria described in thissection.

Concentrated/Point Load

The placement of fasteners for concentrated loading includes allrequirements of uniform loading with the additional following criteria:

• 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 and

adjacent web members if necessary.• The fasteners should be grouped as close to the concentrated

load as possible, but satisfy the same minimum spacing indicated for uniform loading. • In no case shall the required group of fasteners extend beyond

12-inches from the location of the concentrated load.

Screw Detail

Applied distributed loadWS6 Wood Screws

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Lumberlok Structural Connector Screws - LL series

Designed specifically for attaching wood connectors!

Replaces Nails! Structurally Rated.

Developed and tested to meet high load requirements. (Hightensile structural capacity)

Available in two sizes:#9 x 1 3/8˝ and #9 x 2 7/8˝.

Torx #20 head to eliminate stripping.

Self Tapping Shank Slot.

™

STRUCTURAL CONNECTOR SCREWS


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®Lumberlok Structural Connector Screws - LL series cont.


Ref. No. Description L SH T Finish118 Ga 16 Ga 18 Ga 16 Ga

LL915 SD9112 #9 (0.131") x 1-1/2 13/8 0.162 1 1/8 GC - - 121 105 131 - - 96 113 104

LL930 SD9212 #9 (0.131") x 3 27/8 0.162 1 1/2 GC 104 146 176 163 100 128 147 138

1) 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. New products or updated product information are designated in bold font.

130

S-P-F Allowable Shear (Lbs.) 2,3,4,5

Steel-to-Wood Steel-to-Wood

CodeRef.

Wood-to-Wood

WithdrawalCapacity

USPStock No.

Dimensions (in.) DF-L / SP Allowable Shear (Lbs.)2,3,4,5

Wood-to-Wood

WithdrawalCapacity

The 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 psi

Materials: Low carbon hardened steel.Finish: See chart

Installation:• 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.

NEW

LL915

LL930

Twin-leadthreads

Sharp Gimlet point

USP name

Screwlength

T20 Torx®head

L

SH

T

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KGH

RP6


DUCSB

STB/STBL AB

Concrete & Masonry

ST1-TZ ST2-TZ FA3

FT WG

Adhesive & UndercutAnchoring Systems. . . . . . . . . . . Pages 25-27• DUC SeriesDuctile Undercut Anchors.

• CIA-EAHigh strength epoxy acrylate.

• CIA-GEL 7000High strength epoxy.

Anchor Bolt Stabber. . . . . . . . . . . Page 28• ABS12Anchor bolt stabber for placement in wet concrete.

Threaded Rods . . . . . . . . . . . . . . . . Page 28• THR SeriesThreaded Rod

Anchor Bolts . . . . . . . . . . . . . Pages 28-30• STB & STBL SeriesUSP anchor bolts designed for higher capacity

applications.

• AB SeriesUSP anchor bolts designed for general capacity

applications.

Concrete Form Ties& Wedge . . . . . . . . . . . . . . . . . . . . . Page 30• FT SeriesLow foundation wall tie.

• WGWedge for FT tie.

Foundation Anchors . . . . . . . Pages 31-32• ST SeriesEmbedded mudsill anchors.

• FA3 Embedded mudsill and stud anchors.

Laminated Beam Seats . . . . . . . . . . Page 33• KGLB, KGLBT, & KHGLB Series

Seats for beams bearing on concrete or masonry.

Floor Girder Hangers. . . . . . . . . . Page 34• KGH SeriesSecures girder beam to foundation wall.

Retro Plate . . . . . . . . . . . . . . . . . . . Page 34• RP6Oversized plate to distribute forces on masonry surface.

DUC

CIA-EA CIA-GEL 7000

ABS12

KGLBTKGLB KHGLB

THR

lbdc

db

hef

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Installation:

Drill the hole toproper depth and diameter per specifica-tions using rotohammer and stop drill.

Clean the hole 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 over the expansioncoupling.

Verify that thesetting mark is visible on the threadedrod above thesleeve.

Apply propertorque.

DUCUndercut Anchor

DUC UCB Undercut Drill Bit

Tension and Shear Capacities for DUCAnchors in f’c > 2,500 psi concrete

Mechanical 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 loading conditions. Meets ACI 318-05 Appendix D (2006 IBC) requirements as acode anchor, including seismic loading, tension zone, and cracked concrete provisions.

Rod Materials: ASTM A36 (L Series), A193 Grade B7(H Series), or AISI 316 Stainless Studs

Anchor Body Materials: ASTM A 513 Type 5, or AISI 316 StainlessCodes: ESR-1970, L.A. City RR 25753, FL11748


Undercut Anchoring Systems - DUC Ductile Undercut Anchors


Expansion Drilled Hole Allowable Allowable

Rod Coupling Depth of Effective Anchor Tensile ShearDia. d b Dia. dc Stop Bit ho Embedment hef Length, lb Capacity, Ns Capacity Vs

DUC38-275L DUC38-275LT DUC38-400H DUC38-400HT DUC12-400L DUC12-400LT DUC12-500H DUC12-500HT DUC12-675H DUC12-675HT DUC58-450L DUC58-450LT DUC58-750H DUC58-750HT DUC58-900H DUC58-900HT DUC34-500L DUC34-500LT DUC34-1000H DUC34-1000HT

1) Allowable tensile and shear capacities are for anchors installed at standard edge distance and spacing in uncracked concrete in accordance with the 2003 and 2006 IBC (ACI 318-02 and 318-05). For cracked concrete capacities, see the USP Anchoring Systems Design Guide.

USP

Stock No.

9007 4497

19411 9692

4111

6086 3047

13116 6552

1043

4497 2254

3821 1909

5-1/2 2087

8235

6-3/4

7

8

9-3/4

12-1/4

8-5/8

13-5/8

7-3/4

10-3/4

9

5

10

6-3/4

4-1/2

7-1/2

2-3/4

4

4

5

3/8

1/2

5/8

3/4

5-7/8

10-7/8

3-1/8

4-3/8

4-1/4

5-1/4

Code

Ref.

7,

F28,

R10

7

5/8

3/4

1

1-1/8

5

8

9-1/2

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CIA-EA – For use in anchoring threaded rod and rebar intonormal and lightweight concrete, stemwalls, concrete block, reinforced brick and unreinforced masonry. Bonds to mostconstruction materials. For use in substrate temperaturesabove 23˚ F.

Materials: 2-component, 100% solids, all weather, moisture insensitive, non-sag, non-shrink, solvent free, high strength epoxy acrylate.

Codes: ESR-1702, FL 4928

Installation:• Drill hole in concrete or masonry to specified depth and diameter.• Clean hole completely using compressed air and nylonbrush. Dust and debris left in the hole will reduce the holdingcapacity of the anchor.• Remove cartridge cap and insert cartridge into dispensingtool. Dispense a small amount of adhesive off to the side toequalize the cartridge.• Place mixing nozzle (and nut if required) onto cartridge and tighten. Dispense a small amount of adhesive off to the sideto ensure proper mixing. Do not use adhesive that is notmixed properly.• Inject adhesive into the bottom of the hole to avoidair pockets. Fill approximately one half to two thirds full.• Insert rod into hole while rotating one to two revolutions untilthe rod contacts the bottom of the hole.

Adhesive Anchoring Systems - CIA-EA

CIA-EA

5° - 10° 12 hrs 36 hrs

11° - 20° 9 hrs 30 hrs21° - 30° 6 hrs 24 hrs

31° - 40° 4 hrs 12 hrs41° - 50° 2 hrs 6 hrs

51° - 60° 15 min 70 min

61° - 70° 15 min 60 min71° - 80° 10 min 30 min

80° - 90° 4 min 25 min

CIA-EASubstrate

TemperatureF

Bolt UpTime

Full CureTime

3/8 7/16 3-3/8 6800 1700 5940 1485 2185 1125

1/2 9/16 4-1/2 11580 2895 10240 2560 3885 2000

5/8 11/16 5-5/8 23380 5845 17640 4410 6070 31253/4 13/16 6-3/4 28460 7115 25300 6325 8740 45007/8 15/16 7-7/8 28460 7115 25300 6325 11900 6130

1 1-1/8 9 44200 11050 40980 10245 15540 8000

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

CodeRef.

4, F24

f'c > 2500 psi

Allowable SteelCapacity for A307

(AISI 1018) rod

Shear Capacity basedon Concrete Strength (Lbs.)

CIA-EA

Tensile(Lbs.)

Shear(Lbs.)

Avg.Allow.

Avg.Ult.

Tensile Capacity basedon Concrete Strength (Lbs.)

RodDiameter

(in)

Drill BitDiameter

(in)

Embed. Depth

(in)

f'c > 2500 psi

Avg.Ult.

CIA-EA

Avg.Allow.

Cure TimesTension and Shear Capacities for Threaded RodInstalled in Normal Weight Concrete

10 oz.ACR-10

100% 133%

3/8 3-3/8 1-3/4 3160 790 10501/2 4-1/2 1-3/4 4160 1040 1385

5/8 4-1/2 1-3/4 4160 1040 1385

1) Shear load applied parallel to free edge.

Allowable ShearCapacity (Lbs.)1

Min. EdgeDistance

(in)

Avg. Ult.Capacity

(Lbs.)

RodDiameter

(in)

Embed. Depth

(in)

Shear Capacities for Threaded RodInstalled at a Close Edge Distancefor Sill Plates

For Applications withUSP Holdowns refer to

USP Anchor toConnector Guide

(USP1017) or visitwww.uspconnectors.com

Anchor to ConnectorGuide

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CIA-GEL 7000 – For use in anchoring threaded rod and rebar into normal and lightweight concrete, stemwalls, concrete block, reinforced brick and unreinforced masonry (URM/UMB). Bonds to most construction materials. For use in substrate temperatures above 35˚ F.

Materials: 2-component, 100% solids, 1 to 1 ratio,moisture insensitive, non-sag, non-shrink, solvent free, high strength epoxy.

Codes: ESR-1702, FL 4928,L.A. City RR 25113 & RR 25029

Installation:• Drill hole in concrete or masonry to specified depth anddiameter.• Clean hole completely using compressed air and nylonbrush. Dust and debris left in the hole will reduce the holdingcapacity of the anchor.• Remove cartridge cap and insert cartridge into dispensing tool. Dispense a small amount of adhesive off tothe side to equalize the cartridge.• Place mixing nozzle (and nut if required) onto cartridge andtighten. Dispense a small amount of adhesive off to the side toensure proper mixing. Do not use adhesive that is not mixedproperly.• Inject adhesive into the bottom of the hole to avoid air pockets. Fill approximately one half to two thirds full.• Insert rod into hole while rotating one to two revolutions untilthe rod contacts the bottom of the hole.

Adhesive Anchoring Systems - CIA-GEL 7000

41° - 50° 12 hrs 72 hrs51° - 60° 8 hrs 48 hrs

61° - 70° 6 hrs 36 hrs

71° - 80° 4 hrs 24 hrs80° - 90° 4 hrs 24 hrs

SubstrateTemperature

F

CIA-GEL 7000

Bolt UpTime

Full CureTime

100% 133%

5 11120 2780 3705

12 13840 3460 4615

5 19040 4760 6346

12 23640 5910 7880

10 35400 8850 11800

15 41520 10380 138407/8 18 12

2-3/4

1-3/4

812-1/4

RodDiameter

(in)

Embed. Depth

(in)

Min. WallWidth(in)

7/8

5/8 9 5

Allowable TensileCapacity (Lbs.)

1-3/4

Min. EdgeDistance

(in)

Min. EndDistance

(in)

Avg. Ult.Capacity

(Lbs.)

100% 133%

1/2 4-1/2 1-3/4 5792 1448 1926

5/8 5-3/4 1-3/4 10800 2700 3600

1) Shear load applied parallel to free edge.

Allowable ShearCapacity (Lbs.)1

Min. EdgeDistance

(in)

Avg. Ult.Capacity

(Lbs.)

RodDiameter

(in)

Embed. Depth

(in)

1-7/8 4760 1190 -- -- -- --

3-3/8 8600 2150 5880 14702-1/2 7760 1940 -- -- -- --

4-1/2 13980 3495 14220 3555

3-1/8 10400 2600 -- -- -- --5-5/8 21600 5400 19060 4765

3-3/4 15660 3915 -- -- -- --6-3/4 26740 6685 27620 6905

7/8 1 7-7/8 33968 8492 34748 8687 11900 61301 1-1/4 9 49320 12330 44720 11180 15540 8000

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

CodeRef.

4, F24,R2, R4

1125

2000

3125

4500

2185

3885

Avg.Allow.

Avg.Ult.

Avg.Allow.

1/2 5/8

3/8 1/2

5/8 3/4 6070

3/4 7/8 8740

Allowable SteelCapacity for A307

(AISI 1018) rod

Shear Capacity basedon Concrete Strength (Lbs.)

f'c > 2500 psi

Avg.Ult.

CIA-GEL 7000

Tensile(Lbs.)

Shear(Lbs.)

Tensile Capacity basedon Concrete Strength (Lbs.)

RodDiameter

(in)

Drill BitDiameter

(in)

Embed. Depth

(in)

f'c > 2500 psi

CIA-GEL 7000

Cure Times

Shear Capacities for Threaded RodInstalled at a Close Edge Distance for Sill Plates

Tension Capacities for Threaded Rod Installed in Concrete Stemwall Foundations

Tension and Shear Capacities for Threaded Rod Installed in Normal Weight Concrete

CIA-GEL 7000

10 oz.GEL-10

22 oz.GEL-22

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L

E

HEmbedment

line

Identification stamp &

alignment indicator

STB/STBL

ESlab

Embedmentline

4˝ Min.

Footing

Typical doublepour installation

Embossed ends provide guides for embedment angle and depth. An embedment line is embossed on the shaft for easy installation. Featuresrolled threads for high tensile strength.

STB – For monolithic slabs and double pour concrete installations.

STBL – Designed for use with 3x sill plates. Excellent choice for use withtaller holdown washers like those in the PHD series.

Materials: ASTM A 36 steel, also conforms to ASTM F 1554 and ASTM A 307 requirements for bolts

Finish: NoneOptions: STB34 and STBL24 are available in Hot-dip

galvanized. To order, add HDG to the end of the stock number, as in STB34-HDG.

Codes: ER-5321

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

Typical STB/STBL monopour installation

Threaded Rods – THR series

Materials: A36 SteelFinish: Hot-dip galvanizing

Ref. No. L THR125-HDG RFB#4X5HDG 1/2 5

THR126-HDG RFB#4X6HDG 1/2 6

THR128-HDG RFB#4X8HDG 1/2 8 THR5816-HDG RFB#5X16HDG 5/8 16

USPStock No.

BoltDia.

CodeRef.

120

THR Typical THR installation

Anchor Bolts – STB & STBL series

E

1 3/4˝ Min.edge distance

5˝ Min.end distance

6˝ Min. for 5/8˝ STB/STBL

8˝ Min. for 7/8˝ STB/STBL


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5˝ from end 24˝ from end 5˝ from end 11˝ or > from end

Ref. No. L H Wind / Seismic Wind / Seismic Wind / Seismic Wind / Seismic

STB16 SSTB16 5/8 17-13/16 5 12-13/16 5215 5215 1850 4315

STB20 SSTB20 5/8 21-13/16 5 16-13/16 5215 5215 1850 4315

STB24 SSTB24 5/8 25-13/16 5 20-13/16 5215 5215 1850 4315 STB28 SSTB28 7/8 31 5 26 9335 10425 -- -- -- --

STB34 SSTB34 7/8 36 6 30 9335 10425 -- -- -- -- STB36 SSTB36 7/8 38 8 30 9335 10425 -- -- -- --

STBL16 SSTB16L 5/8 19-9/16 6-3/4 12-13/16 5215 5215 1850 4315

STBL20 SSTB20L 5/8 23-9/16 6-3/4 16-13/16 5215 5215 1850 4315 STBL24 SSTB24L 5/8 27-9/16 6-3/4 20-13/16 5215 5215 1850 4315

STBL28 SSTB28L 7/8 32-3/4 6-3/4 26 9335 10425 -- -- -- --

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

Dimensions Allowable Tension Load1,2,3

Concrete5 Concrete Block8

CodeRef.

L4

USPStock No.

BoltDia.

Min.Embed.

(E)

Minimum End Distance6 Minimum End Distance6

30˝ M

in. rebar length

5˝ Min.

13/4˝ Min.

12˝ Min.

Place diagonal in corner position


Typical STB/STBLconcrete block installation

Min. rebar length

2x E + 12˝ Min.

5˝ Min.

1 3/4˝ Min.

Plan View of Continuous stem wall installation

Plan View ofCorner installation

Min. rebar length

2x E + 12˝ Min.

Place at 45˚diagonally

from wall

Plan View ofEnd wall installation


Plan view of STB/STBLplacement in concrete stemwall

0˚

CornerInstallation

Non-CornerInstallation

CornerInstallation

Outside edgeof concrete

Anchor Bolts – STB & STBL series continued


PHD2A

TDX2-TZ LTS20B

HTT16

PHD4A

TD5

PHD8

UPHD8 TD7

TD9

TD12

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

2x, 3x, (2) 2x Sill Plates1

STB28STBL28

STB34

STB16STBL16

STB20STBL20

MonoPour

DoublePour

STB20STBL20

STB24STBL24

HTT22STB24

STBL24STB24

STBL24

USPStock No.

Anchor Bolt Selection table

Monolithic or Double Pour Foundations – Prior topour, install the STB or STBL in an upright positionand at a 45° angle to the wall. Install one horizontal #4 rebar at a depth of 4˝ (minimum). (See illustrations.)

Concrete Block Applications – Prior to cell pour,install the STB or STBL in an upright position and at a 45° angle to the wall. (See illustrations.) Use theembossed angle guide on the end of the STB orSTBL shaft as a guide. Install one horizontal #4rebar at a depth of 4˝ and one vertical #4 rebar maximum 48˝ o.c. spacing. Fill all cells with concretehaving a minimum 2,000 psi compressive strength.

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Anchor Bolts – AB series

FT – Connect 1x and 2x nominal form lumber in low foundation walls up to 4 feet high.

WG – V-shaped wedge assures rigidity and consistent form spacing.

Materials: FT – 18 gauge, WG – 14 gaugeFinish: G90 galvanizing

Installation:• Use the Spacing Guide char t 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.

Wedge

Ref. No. W L Qty

FT6 WT6 18 5/8 10-5/8 2 6 FT8 WT8 18 5/8 12-5/8 2 8

FT10 WT10 18 5/8 14-5/8 2 10 FT12 WT12 18 5/8 16-5/8 2 12

WG W1 14 11/16 3-5/8 -- -- -- -- 120

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

USPStock No.

SteelGauge

FootingWidth

or WallThickness

Dimensions

CodeRef.

120

1x 2x 1x 2x 1x 2x 1x 2x

12˝ or Less 2' 6˝ 4' 0˝ -- -- -- -- -- -- -- -- -- -- -- --

12˝ - 24˝ 1' 6˝ 3' 0˝ 2' 6˝ 4' 0˝ -- -- -- -- -- -- -- --

24˝ - 36˝ 1' 0˝ 2' 0˝ 1' 6˝ 3' 0˝ 2' 6˝ 4' 0˝ -- -- -- --

36˝ - 48˝ 0' 9˝ 1' 6˝ 1' 0˝ 2' 0˝ 1' 6˝ 3' 0˝ 2' 6˝ 4' 0˝

1) Factor of safety against tensile failure of tie is 1.5 or more.

ConcreteLift Height

Level 1 Level 2 Level 3 Level 4

3 5/8˝

11/16˝

3/16˝WG Wedgemust orderseparately

Typical FT/WGinstallation

Spacing Guide chart

L

W

FT

Concrete Form Ties & Wedge – FT series & WG

Materials: Bolt: ASTM F 1554, Nut: ASTM A 563, Washers: ASTM F 844

Finish: Hot-dip galvanized

Installation:• 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.

Ref. No. L AB126-HDG LBOLT50600HDG 1/2 6

AB128-HDG LBOLT50800HDG 1/2 8 AB1212-HDG LBOLT50120HDG 1/2 12

AB5812-HDG LBOLT62120HDG 5/8 12

are designated in bold font.

New products or updated product information

USPStock No.

BoltDia.

CodeRef.

100

L

AB128-HDG

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.

Typical AB128-HDGinstallation

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F1Uplift

F2

F3

4˝ min.embed

Typical FA3 installation to mudsill and stud

FA3 Form board installation

1 1/2˝

4 5/8˝

5 3/4˝

1˝

Embossed linesprovide guide for matching to edgeof form board

FA3

Alternate FA3 installation


For installation into concrete slabs. The FA3 features a split flange for nailing to both mudsill and stud for greater framing versatility.

Materials: 16 gaugeFinish: G90 galvanizing

Options: FA3 is available in Triple Zinc.To order, add TZ to end of stock number,as in FA3-TZ.

Codes: ESR-2787

Installation:• Use all specified fasteners. See Product Notes, page 15.• Use a minimum of two anchors per mudsill. An anchor should always be within 12˝ of the end of each mudsill section. Follow spacing guidelines in chart.• Do not rely on these anchors to secure concrete sections together 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.

Foundation Anchors – FA3 series

Min

Stemwall

Side Top Thickness Uplift F1 F2 Uplift F1 F2

Ref. No. Qty Qty Type Qty Type W L IE D (in.) Concrete10 160% 160% 160% 160% 160% 160%

Uncracked 1010 625 735 0.066 1010 625 735 0.066

Cracked 985 545 735 0.064 845 470 645 0.055Uncracked 755 615 465 0.015 755 615 465 0.015

Cracked 755 545 465 0.015 755 470 465 0.015

1) A 10d x 1-1/2" nail has a diameter of 0.148 inch and length of 1-1/2 inches. 2) Predrilled holes are not required 3) Allowable Stress Design (ASD) values have been adjusted for a load duration factor, CD, of 1.6 corresponding to a ten-minute load duration (i.e. wind or earthquake loading) in accordance with the NDS. The ASD loads do not apply to loads of other durations. 4) FA3 capacities are based on using a single-ply 2x sill plate. 5) Minimum distance of 1.5 x IE ( 6 inches) is required to obtain the listed capacity. 6) Minimum anchor spacing for full capacity is 2 x lE. 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) Uplift deformation based on wood connection strength. 9) Minimum concrete strength f'c = 2500 psi


2 x4 or 2 x 6

MAS, MASA, MASP

CodeRef.

13 FA3 Mudsill & Stud

-- -- 6

PlateSize

2 2

FA3 Mudsill Only

-- --2 10d x 11/2"4

10d x 11/2"2 10d x 11/2"

Sill Plate Stud

DF / SP Allowable Loads (Lbs)3,4,6,7,8

USPStock No

ASD

(in) 8

Wind and SDC A & B SDC C-F

ASD

(in) 8

Fastener Schedule1,2 Dimensions (in.)

SteelGa.

616

45/8 4 1

45/8 4 111/2

11/2

Typical FA3 installationin concrete

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Foundation Anchors – ST series


AlternateST2-TZ

installation with3/4˝ center hole

in mudsill

Uplift

F1

F2

AlternateST1-TZ

installation with3/4˝center hole

ST1-TZ – For installation into concrete slab or poured stemwalls. The ST1-TZ features a prebent base flange to assure proper anchoring into concrete. For concrete/masonry installations, refer to theFA & ST Foundation Anchors Technical Bulletin.

ST2-TZ – For installation into concrete slab, poured stemwalls or concrete/masonry. The ST2-TZ features a prebent base flange to assure proper anchoring into concrete. Do not use in red clay brick.

Materials: 18 gaugeFinish: G90 galvanizingCodes: NER 530

Installation:• Use all specified fasteners. See Product Notes, page 15.• Use a minimum of two anchors per mudsill. An anchor should always be within 12˝ of the end of each mudsill section. Follow spacing guidelines in chart.• Do not rely on these anchors to secure concrete sections together betweencold joints.• Spread sill flanges to mudsill width prior to insertion into wet concrete (minimum strength of 2,000 psi). Alternate installation is possible by inserting unbent flanges through 3/4˝ center hole predrilled inmudsill. Foundation anchors may also be attached to mudsill and then inserted 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 they beinstalled in a mortar joint.

DO NOT installST1-TZ and ST2-TZwithout pre-bending

sill flanges in “Y”configuration

Min. embed8 1/2˝ E

TypicalST1-TZ

installationin concrete

ST1-TZ

10˝18˝

ST2-TZ

Spread sill flanges to sillwidth prior to insertion

into wet concrete

F1 F2 F3 Uplift

Ref. No. Qty Type Qty Type 160% 160% 160% 160%

ST1-TZ MAB15Z 18 4 8d x 1-1/2 4 8d x 1-1/2 8-1/2˝ *5-1/2 565 745 745 825

ST2-TZ MAB23Z 18 4 8d x 1-1/2 4 8d x 1-1/2 16-1/2˝ *5-1/2 565 745 745 825

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 3) Anchor spacing and design loads assume treated Douglas Fir-Larch with Fc perpendicular @ 625 psi; replaces code prescribed 1/2˝ anchor bolt with standard washer, spaced 6 ft. on center. 4) If installed in the alternate configuration, the ST1-TZ shall be embedded 11˝ and ST2-TZ 16˝. *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.)1

Min.

Embed.4

(E)

Max.

Spacing3

(Feet)PlateSize

Fastener Schedule2

USPStock No.

2 x 4 - 6

SteelGauge

MudsillTop

MudsillSide

L6

CodeRef.

DF-L / SP

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Bearing Plate

1/2˝ Min. clearance

Concrete pilaster

Rebar welded tobearing plate

Uplift

F2

Typical KGLB installation

W1 1/2˝

2 1/2˝2 1/2˝

1 1/4˝

3˝

3˝

T

D

L

KHGLB

KGLB – Single bolt, bearing only.

KGLBT – Double bolt with Structural Tee provides uplift and horizontal resistance.

KHGLB – Double bolt design provides uplift and horizontal resistance.

Materials: Flanges – 1/4˝ steelBearing Plate – See chartAnchor dowels – 3⁄4˝ x 12˝ rebar

Finish: USP primerOptions: Consult USP for non-catalog variations.

Codes: ER-2725

Installation:• Use all specified fasteners. See Product Notes,page 15.• 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.

Ref. No. W L T D Qty Dia. Concrete3

KGLB5A GLB5A 5-1/4 7 1/4 5 1 5/8 11790 11790

KGLB5B GLB5B 5-1/4 7 3/8 6 1 5/8 14145 14145

KGLB5C GLB5C 5-1/4 7 3/8 7 1 5/8 16505 16505 KGLB5D GLB5D 5-1/4 7 3/8 8 1 5/8 18860 18860

KGLB7A GLB7A 6-7/8 9 1/4 5 1 3/4 15525 15525 KGLB7B GLB7B 6-7/8 9 3/8 6 1 3/4 18630 18630

KGLB7C GLB7C 6-7/8 9 3/8 7 1 3/4 21735 21735

KGLB7D GLB7D 6-7/8 9 3/8 8 1 3/4 24840 24840

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

L3

Dimensions Allowable Bearing Loads (Lbs.)1,4,5

USPStock No.

Masonry

@ 375 psi2

Bolt Schedule

CodeRef.

F23,4 Uplift 1603

Ref. No. D L T Qty Dia. 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 3905

KHGLBB HGLBB 3-1/4 to 9 6 10 3/8 2 3/4 22500 14145 18630 24150 -- -- 9870 3905 KHGLBC HGLBC 3-1/4 to 9 7 10 3/8 2 3/4 26250 16505 21735 28175 -- -- 9870 3905

KHGLBD HGLBD 3-1/4 to 9 8 10 3/8 2 3/4 30000 18860 24840 32200 -- -- 9870 3905

KGLBT512 GLBT512 3-1/4 to 11 5-1/4 12 5/16 2 3/4 24750 12965 17080 22140 27200 9870 3905 KGLBT612 GLBT612 3-1/4 to 11 6-1/2 12 3/8 2 3/4 29250 15325 20185 26165 32145 9870 3905

KGLBT516 GLBT516 3-1/4 to 15 5-1/4 16 5/16 2 3/4 27200 12965 17080 22140 27200 9870 3905 KGLBT616 GLBT616 3-1/4 to 15 6-1/2 16 3/8 2 3/4 32145 15325 20185 26165 32145 9870 3905

KGLBT520 GLBT520 3-1/4 to 19 5-1/4 20 5/16 2 3/4 27200 12965 17080 22140 27200 9870 3905

KGLBT620 GLBT620 3-1/4 to 19 6-1/2 20 3/8 2 3/4 32145 15325 20185 26165 32145 9870 3905

1) Beams must fully bear on plates. 2) The loads on concrete are based on allowable wood bearing stress perpendicular to the grain of 460 psi and actual beam width times beam bearing length. 3) Allowable loads have been increased 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.

CodeRef.

L3

Allowable Bearing Loads (Lbs.)1,5

On Concrete with Beam Width

2

Masonry@ 375 psi

Min. 3-1/8Beam

Width (W)

Bolt Schedule

USPStock No.

RangeW

Dimensions

12˝

LD

T

3 1/2˝

W

3˝

KGLB

KGLBT

3 1/2˝

1 1/4˝1 1/2˝

D

L

3˝

3˝

T

4˝ 12˝

Structuraltee

W


Laminated Beam Seats – KGLB, KGLBT, & KHGLB series

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Floor Girder Hangers- KGH Series


Connects girder beams to foundation walls and eliminates the need to block outpockets or inserts while forming foundation.

Materials: 12 gaugeFinish: USP primer

Options: Consult USP for non-catalog design variations.Codes: ESR-1280, FL11664, LA City RR 25749

Installation:• Use all specified fasteners. See Product Notes, page 15.• 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 Allowable Loads (Lbs.)

DF-L / SP

Ref. No. 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 2050 4 x 6 KGH46-8 GH46-8 12 3-9/16 5 3-1/4 8 4 4 16d 2050 2050

4 x 8 KGH48-6 GH48-6 12 3-9/16 5 3-1/4 6 6 4 16d 2050 2050 4 x 8 KGH48-8 GH48-8 12 3-9/16 5 3-1/4 8 6 4 16d 2050 2050

6 x 6 KGH66-6 GH66-6 12 5-1/2 6-1/4 3-1/4 6 4 4 16d 2035 2035

6 x 6 KGH66-8 GH66-8 12 5-1/2 6-1/4 3-1/4 8 4 4 16d 2035 2035 6 x 8 KGH68-6 GH68-6 12 5-1/2 6-1/4 3-1/4 6 6 4 16d 2035 2035

6 x 8 KGH68-8 GH68-8 12 5-1/2 6-1/4 3-1/4 8 6 4 16d 2035 2035

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

CodeRef.

2, F20, R12

Fastener

Schedule1GirderSize

USPStock No.

SteelGauge

Typical KGH installation

KGH

Option Skewed1,2 Saddle

Range 1˚ to 45˚ -- --

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

AllowableLoads

Ordering

100% of table load.100% of table load

per side.

Add SA, and saddlewidth required

to product number.Ex. KGH46-6SA=5-1/2˝

Add SK, angle required,and right (R) or left (L),

to product number.Ex. KGH46-6SK45R

Specialty Options Chart – refer to Specialty Options pages 194, 196 to 197 for additional details.

Retro Plate – RP6

Uses heavy gauge HRPO steel and a large surfacearea to distribute seismic forces on masonry exteriors.

Materials: 3/8˝ plateFinish: USP primer

Installation:• Install with a 3/4˝ diameter steel threaded rod.

Ref. No.

RP6 RP6 120

USPStock No.

CodeRef.

3˝

3˝

6˝

6˝

RP6

3/4˝ dia.threaded rod

Typical RP6 installation

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Predeflected Holdowns . . . . . . . . Page 36• PHD & PHDA SeriesInnovative design increases holdown stiffness. Connects to wood postwith WS series wood screws.

Tension Ties. . . . . . . . . . . . . . . . . . . Pages 37• 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 38-40• TD & TDX SeriesStandard holdown. Connects to post with bolts.

• UPHD SeriesHigh capacity holdown. Connects to post with wood screws.

Foundation Straps . . . . . . . . . Pages 41-45• 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

Purlin Anchors. . . . . . . . . . . . Pages 45-46• HPA, PA, PAI SeriesEmbedded strap for concrete to purlin connections.

Concrete Angles. . . . . . . . . . . . . . . Page 47 • TDL SeriesLight-capacity foundation strap. Bolts to foundation and nails or boltsto post.

Cold Formed Steel Holdowns . . . Page 47 • LTS20BLight capacity tension tie strap• HTT14SMedium capacity tension tie.• TDS SeriesHeavy capacity tension tie.

PHDA PHD

HTT

HPAHD PAHD42

TDL

HPA/PA PAI

LSTAD/STAD TA

LTS LTTI31

TDX UPHD

TDSHTT14SLTS20B

TD


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Predeflected Holdowns – PHD & PHDA series


Reduces eccentricity in the studs/post decreased centerlinedimension. No thru-bolts to countersink.

Materials: See chart.Finish: G90 galvanizingCodes: ER-0200

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 plys together.• For anchorage options see STBL Anchor Bolt section onpages 28-29.

W

H

CL

D

1 5/8˝

Typical PHD5Ainstallation

PHD5APHD8

DF-L / SP S-P-F

Ref. No. W H D CL Qty Dia. Qty 160% 160%

PHD2A HDU2-SDS2.5 14 3 7-3/4 2-5/8 1-3/8 1 5/8 6 3215 2700 0.155

PHD4A HDU4-SDS2.5 14 3 9-3/4 2-5/8 1-3/8 1 5/8 10 5215 4380 0.137

PHD5A HDU5-SDS2.5 14 3 11-11/16 2-5/8 1-3/8 1 5/8 14 6525 5480 0.135

PHD8 HDU8-SDS2.5 12 3-1/4 16-1/2 3 1-3/8 1 7/8 24 8185 6875 0.062

1) 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. 6) WS3 wood screws are 1/4 ˝ x 3˝ and are included with PHD/PHDA models. 7) Minimum post thickness is 3˝. Consult USP for installations less than 3˝. New products or updated product information are designated in bold font.

20

USPStock No.

SteelGauge

Dimensions Fastener Schedule Allowable Tension Loads (Lbs.)1,4,7

Anchor

Bolts2

WS3 Wood

Screws6CodeRef.

Deflection atAllowable Load

∆ (in) at 160%3,5

NEW &

IMPROVED

PHDADESIGN

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HTT series – Secures multi-ply studs or posts to mudsills or foundation. Nail fastening makes for a convenient connection to studs or posts in cramped retrofit installations.

LTS series – The LTS19 is designed for nail-on installation to 2x joists or studs, andthe LTS20B provides a nail or bolt fastening option. The LTS20B will accommodate wood I-Joists if 10d x 11⁄ 2˝ nails are used instead of the specified 16d nails.

LTTI31 – An open web joist tension tie designed for use with masonry or concrete construction.

Materials: See chart Finish: G90 galvanizingCodes: ER-0200, NER 608

Installation:• 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.• 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.

Hanger not shown

Typical LTTI31installation

L

CL

W

D

3/8˝ Typ.

11/16˝

6 3/16˝

2 3/8˝

6˝

LTTI31

LTS19

CL D

L

2 1/2˝

W

1/4˝ transferplate

CLD

L3 3/4˝

6 1/4˝

W

1/4˝ transfer

plate

LTS20BHTT4HTT5 similar


Tension Ties – HTT series, LTS series & LTTI31

HTT16HTT22 similar

CL

L

D

W

1 3/4˝

See STB anchor bolt

pages 28-29

Typical HTT22installation

Ref. No. Strap Plate W L D CL Qty Dia. Qty Type 160% ∆ (in)5,6

10d x 1-1/2 2715 0.09510d 3295 0.098

16d x 2-1/2 4465 0.14310d x 1-1/2 3225 0.088

10d 4745 0.12216d x 2-1/2 5430 0.141

18 10d 3250 0.12518 16d 4290 0.09932 10d32 16d

LTTI31 LTTI31 18 3 3-3/4 31 2-5/8 1-3/8 3 1 5/8 18 10d x 1-1/2 2805 0.175 LTS19 LTT19 16 3 1-3/4 22-1/4 3 1-1/2 2-1/2 1 3/4 8 10d 1205 0.132

10 10d x 1-1/2 1100 0.12810 16d 1105 0.1282 1/2 1175 0.128

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. Bolts require a minumum length of 1-1/2˝ in vertical member for the listed loads. 3) 16d sinkers may be substituted for the specified 10d common nails with no load reduction. 4) The designer must specify anchor bolt type, length and embedment depth. 5) Deflections are derived from static, monotonic load tests of devices connected to DF-L wood members with specified fasteners. 6) HTT holdowns raised off of the sill plate may have higher deflection values. 7) LTTI and LTS holdowns shall be installed tight to the sill plate.

1-3/8 1-3/4 1 5/8

1-3/4 1 5/8

HTT22 -- -- 10 -- -- 2-1/2 21-1/2 2

2-1/2 15-5/8 2 1-3/8 HTT16 -- -- 10 -- --

-- --

-- -- 2-3/4

2-3/4

3

3 13-15/16

10-7/16

3

USP

Stock No.7

12 HTT4 HTT4

HTT5 HTT5

LTS20B LTT20B

12 1

1-3/4

1-3/4

1-3/8

CodeRef.

5/8

5/8

Steel Gauge Dimensions Fastener Schedule

NailSpacing

AnchorBolts4

Strap2,3

1-3/8

Allowable Tension

Loads (Lbs.)1

12 3 2 20

DF-L / SP

1-1/2 3-3/4 1

1 18

28

3/4

5370 0.125

20

L8

20

Typical LTSInstallation

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Moisture barriermay be required

Typical TDX2-TZinstallation

End distance

Wall stud

Threadedrod

Use bearing platesbetween nut

and studBP’s required by theCity of Los Angeles.

Check with your localbuilding code. (NDS

section 11.1.2.3 requires a metal

plate, metal strap,or min. of a std.

cut washer.

TD – Different welded configurations and sizes acheive a great deal of versality within the TD 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 the center of the first bolt hole in the studs or post.)

Materials: See chartFinish: TDX2-TZ – G-185 galvanizing;

All others – USP primerCodes: ER-0200

Patents: #5,092,097 — TDX2

Installation:• 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(per 2005 NDS®, Section 11.1.2).• See pages 28-29 for STB Anchor Bolt section for anchorage options. A design professional 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 plys 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 plys together.


Washer requiredunder anchor

bolt nut

TD15 = 3 3/8˝TD9 & TD12 = 3 1/2˝

Typical TDX2-TZback-to-backinstallation

Typical TD15installation

Typical TDX6installation

TDX6

Holdown installationbetween floors


Holdowns – TD & TDX series

Enddist.

CLW D

H

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9/16˝

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Sources of Deflection at the Shearwall Holdown Connections


Holdowns – TD & TDX series continued

Ref. No. W H D CL Qty Dia. 160% ∆ (in)8 160% ∆ (in)

8 160% ∆ (in)8 160% ∆ (in)

8 160% ∆ (in)8

TD5 HD5 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 6

TD7 HD7 7 3-3/8 11-7/8 3-5/8 2-1/8 1-1/8 3 7/8 6-1/8 4075 0.088 6 7805 0.121 6 9015 0.135 6 -- -- -- -- 9895 0.145 6

TD9 HD9 7 3-3/8 16-1/2 4-1/4 2-1/8 1-1/8 3 1 7 -- -- -- -- 8855 0.142 6 10225 0.155 6 12665 0.164 6 12785 0.165 6

TD12 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 6

TD15 HD15 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 6

TDX2-TZ HD2A, 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 6

TDX5 HD5A 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 9

TDX6 HD6A, HD5B

7 3-1/2 11-1/8 3-3/4 2 7/8 2 7/8 6-1/8 2765 0.0916 5320 0.180

6 5355 0.1826 -- -- -- -- 5355 0.182

6

TDX8 HD8A 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 9

TDX10 HD10A, 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 9

TDX14 HD14A, 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 9

1) 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 and cross 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 shrinkage and fastener slippage should be considered. New products or updated product information are designated in bold font.

Allowable DF / SP Tension Loads (Lbs.)1,2,3

Length of Bolt in Vertical Member

4-1/2"

20

1-1/2"

130

AnchorBoltDia.

CodeRef.

3" 3-1/2" 5-1/2"

Dimensions Fastener Schedule4

Min.RequiredBolt End

Distance5

USPStock No.11

SteelGauge

Bolts

The following are some of the sources of deflection that should be evaluated 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 2005 NDS® recommendedbolt hole 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 bolted connections 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.

A

ShearwallEnd Post

Bearing Plates

Holdown

WoodSill Plate

HoldownAnchor Bolt

FoundationConcrete

BC

E

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Typical UPHDconcrete

wall installation

1-800-328-5934 • www.USPconnectors.comcontinued on next page


Holdowns – UPHD series

Engineered for high capacity with minimum deflection and low eccentricity.

Materials: See chartFinish: USP primerCodes: ER-0200

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 preventh loosening of the anchor nut during critical loading, use a locking night or tighten 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. 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.

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 a second 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 a structur-al material equal or better than the post material. Consult a designer or an engineer of recordfor appropriate fastening of shim.

Typical UPHDinstallation

DF-L / SP S-P-F

Ref. No. W H D CL Qty 160% 160%

UPHD8 HDQ8-SDS3 10 3-1/4 17-1/4 3-1/8 1-3/8 7/8 24 9165 0.075 7695

UPHD9 HDU11-SDS2.5 10 3-1/4 17-1/4 3-1/2 1-1/2 1 24 11270 0.057 9465

UPHD11 HHDQ11-SDS2.5 7 3 15-1/8 3-1/2 1-1/2 1 24 14395 0.077 12090

UPHD14 HDU14-SDS2.5, HHDQ14-SDS2.5

7 3 18-3/4 3-1/2 1-1/2 1 30 16695 0.082 14020

1) 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. 6) WS3 wood screws are 1/4 ˝ x 3˝ and are included with UPHD models. 7) Minimum post thickness is 3˝ or greater. Consult USP for installations less than 3˝. New products or updated product information are designated in bold font.

USPStock No.

SteelGauge

Dimensions Fastener Schedule

Anchor

Bolt Dia.2CodeRef.

Allowable Tension Loads (Lbs.)1,5,7

WS3 Wood

Screws6

20

∆ (in)

at 160%3,5

CL

D

H

WUPHD

NEWSIZE

Install (1) #4rebar in

shear cone12˝ Min.rebar length

30˝ Min.rebar length

1/2˝ Min. from corner

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Typical HPAHD22single pour corner and

endwall installation


Typical HPAHD22single pour rim joist

installation

(1) #4 rebarin shear

cone13 1/2˝

Nailedportion

1/2˝ min.from corner

2x embedmentlength + 12˝ Min.

rebar length Install (1)#4 rebar inshear cone

Typical HPAHD22single pour edge

installation

Foundation Straps – HPAHD series & PAHD42


HPAHD


Embedmentline

W

H1

H2

D

PAHD42

Designed to anchor wood framing to poured concrete foundations.

Materials: See chartFinish: G90 galvanizingCodes: NER 505, ESR-2787

Installation:• Use all specified fasteners. See Product Notes, page 11.• Bending the strap horizontally 90° to facilitate wall placement may cause concrete 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 is necessary. If the spall is between 1˝ and 4˝, the allowable load is 0.90 of the published 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 be higher 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 a minimum length of 2x embedment depth plus 12˝ (see chart for exceptions in corner installations).• 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 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.

Embedmentline

W

H1

H2

D

H1

H2

D

W

HPAHD22 form boardinstallation

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Foundation Straps – HPAHD series & PAHD42 continued

Typical HPAHD22-2Pdouble pour corner

installation

4˝ slabInstall (1) #4rebar in

shear cone

Edge distance1/2˝ Min. from corner

4˝ slab

Install (1)4˝ rebarin shearcone

Stemwall width

Typical HPAHD22-2Pdouble pour edge

installation


DF-L /SP

Uplift

Ref. No. W H1 H2 D Nail 160%

68

L56

8

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Nails require a minimum embedment length of 1-5/8˝ for 16d nails. 16d sinkers (0.148˝ diameter by 3-1/4˝ long) or 10d common nails may be substituted for the specified 16d common nails provided the listed alowable loads are reduced 15%. 3) Rim joist application; see Figure 3 for corner condition. 4) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published allowable load of product.

16d

16d

4095

Dimensions

StemwallWidth

Fastener

Schedule2

CodeRef.

Double Pour Edge Installation - 1/2˝ min from corner

Figure 56-1/4

USPStock No.

SteelGauge

InstallationType

MinQty4

EDGE INSTALLATION - 2500 psi Concrete

CORNER INSTALLATION - 2500 psi Concrete

HPAHD22-2P

Double Pour Edge Installation - 8˝ min from corner

HPAHD22-2P 10 2-1/16 517026-1/4 14 24

6-1/4 Figure 4 24 HPAHD22-2P HPAHD22-2P 10 2-1/16 26-1/4 14

H1

W

H2

D

Embedmentline

HPAHD22-2P

Min

Stemwall

ThicknessEdge

Qty Type W L IE D (in.) Distance 4,5 CD = 1.6 (lbs.)

Uncracked 3300 3300 2635

Cracked 2310 2310 1980Uncracked 3460 3460 2965



Cracked 1830 1830 1565

1) A 16d Common nail has a diameter of 0.162 inch and a length of 3-1/2 inches. 2) Predrilled holes are not required 3) 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 IE 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 lE calculate loads using straight line interpolation. 7) Minimum anchor spacing for full capacity is 2 x lE . 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 psi 11) Minimum 1-#4 rebar shall be installed in the shear cone New products or updated product information are designated in bold font.

0.118

0.118

0.095

0.095

3830

3830

2065

2065

Allowable Uplift Loads (Lbs.) 3

Deflection atAllowable LoadBased on Wood

Connection

Strength (in.) 9

WoodConnection

Strength

Concrete Connection Strength

Dimensions (in.)

HPAHD22

CodeRef.

13

Seismic (lbs) 6,7,8

SDC C-FRef. No.

Schedule 1,2

Concrete 10, 11

6

1/2"

Wind (lbs)6,7,8

Seismic (lbs) 6,7,8

SDC A,B

Fastener

USPStock No

SteelGa.

HPAHD22 10 23 16d

21/16

21/16 24 3/4 91/2

16 5/8 8 PAHD42 12 15 16d PAHD42 53/4

1.5 x I E

1.5 x I E

6

1/2"

41/8

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Install (1) #4rebar in

shear cone


Edge distance 1/2˝ Min.

from corner

The 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.

RJ 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.

Materials: See ChartFinish: G90 galvanizingCodes: NER 608, ESR-2787

Installation:• Use all specified fasteners. See Product Notes, page 15. The bottom (2) nails are for form board attachment 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 requirements accordingly.• 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 the sheathing, versus directly to the framing members.• Strap may be bent one complete cycle to aid installation.

W

L

IE

CS

D


Foundation Straps – LSTAD & STAD series


CS

L

IE

W

D

STAD

LSTAD

STAD_RJ

CS

W

D

L

IE

Nailedportion

CS Install (1)#4 rebar inshear cone

Edge distance1/2˝ Min. from corner



Typical STAD14RJcorner rim joist installation

2x embedment length,+ 12˝ Min. rebar length

Typical STAD10edge installation

Typical STAD10corner installation

Ref. No. Qty Nail W L LE D CS 1/2˝ 1-1/2˝ lE 1/2˝ 1-1/2˝ lE 1/2˝ 1-1/2˝ lE

6

8

6

8

1) Specified nails are 16d sinker nails. 10d common nails may be substituted with no load reduction. 2) Wood thickness shall be no less than 2˝. 3) Allowable tension loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 4) Interpolate allowable loads for edge distances between those listed. Nail quantities may be reduced for less than lE corner distance design loads- use the code allowable loads for fasteners in shear. 5) Where fewer fasteners are used in the structural wood member, reduce loads according to the code.

Dimensions

SteelGauge

14

Fastener Schedule1,2

USPStock No.

LSTAD8 LSTHD8 24

L8

16d Sinker

Allowable Tension Loads (160%)3,4,5

Edge Distance - Concrete

DF-L / SP

Min. Stemwall

CodeRef.

2000 psi 2500 psi 3000 psi

3 21-5/8 8 5 4-5/8 2225 2225 3220 2225 2225 3220 2225 2225 3220

LSTAD8RJ LSTHD8RJ 14 24 16d Sinker 3 35-1/8 8 5 18-1/8 2225 2225 2225 2225 32203220 2225 2225 3220

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W

L1

L

2 1/4˝

TA

Foundation Straps – TA series


Typical TAstud to foundation

installation


Foundation Straps – LSTAD & STAD series continued

Foundation Straps offer an economical, one-piece method ofachieving a continuous load path from a 2 x 8, 2 x 10, 2 x 12, or 2 x 14 rim joist through concrete block to foundation. All modelsrequire a 6˝ embedment into concrete footings.

Materials: 12 gaugeFinish: G90 galvanizingCodes: NER 505

Installation:• Use all specified fasteners. See Product Notes, page 11.• Allowable loads are based on either nail fastening or bolt fastening; 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 at connector 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.

Double 2 X 10rim joist

6˝ Min.

Double 2 X 10rim joist

Typical TAinstallation


Min

Stemwall

ThicknessEdge

Ref. No. Qty Type W L IE D (in.) Distance 5,6 CD = 1.6 (lbs.)

Uncracked 2405 2405 2060


Cracked 2805 2805 2405

Uncracked 2405 2405 2060Cracked 1685 1685 1445


Uncracked 2405 2405 2060



Cracked 1685 1685 1445



Uncracked 5580 5580 4345


Cracked 3525 3525 3020


1) A 16d Sinker nail has a diameter of 0.148 inch and length of 3-1/4 inches. 2) Predrilled holes are not required 3) When 16d Sinker nails are specified, 10d Common nails may be substituted with no load reduction. 4) Wood thickness shall be no less than 3 inches (2 - 2x members) 5) 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". 6) An edge distance of 1.5 x IE 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. 7) For edge distances between 1/2" and 1.5 x lE calculate loads using straight line interpolation. 8) Minimum anchor spacing for full capacity is 2 x lE . For spacing less than that reduce capacity proportionally. 9) The allowable loads are based on lumber with a specific gravity of 0.50 and a moisture content of 19% or less. 10) Deformation based on wood connection strength. 11) The lesser of the allowable load based on anchorage to concrete or wood connection strength must be selected.. 12) Minimum concrete strength f'c = 2500 psi 13) Minimum 1-#4 rebar shall be installed in the shear cone New products or updated product information are designated in bold font.

0.104

Concrete Connection Strength 10

4700

4700

4700

4700

4700

4700

4700

Deflection atAllowable LoadBased on Wood

Connection

Strength (in.) 10

0.115

0.115

0.115

0.115

CodeRef.

13

6

1/2"

1.5 x I E

4685

4685

4685

4685

0.115

3 32-1/8 14 5 STAD14 12 38 16d Sinker STHD14

3 21-5/8 10 5 STAD10 12 28 16d Sinker

WInd (lbs)7,8,9

5 6

1/2"

1.5 x I E

Concrete12,13

Allowable Uplift Loads (lbs.) 11

Seismic (lbs) 7,8,9

SDC C-FSeismic (lbs) 7,8,9

SDC A,B

Wood ConnectionStrength

USPStock No

SteelGa.

STAD8 12 24 16d Sinker 3 21-5/8 8

5 6

1/2"

1.5 x I E

6

1/2"

1.5 x I E

1/2"

1.5 x I E

16d Sinker 3 39-5/8 14 STAD14RJ STHD14RJ 12 38

36 10 5 6

0.104

0.104

0.104

6

1/2"

1.5 x I E

0.1154700

0.115

0.115

STAD8RJ 8 5

STAD10RJ STHD10RJ 12 28 16d Sinker 3

3 35-1/8

Fastener

STHD8

STHD10

STHD8RJ 12 24 16d Sinker

Schedule 1,2,3

Dimensions (in.)

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Purlin Anchors – HPA, PA & PAI series


Foundation Straps – TA series continued

HPA 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 foun-dations. PAI series – For wood I-Joist applications. An expanded 3˝ on-center nail spacingreduces splitting along I-Joist flange.

Materials: HPA – 10 gauge; PA & PAI – 12 gaugeFinish: G90 galvanizing

Options: PA18 & PA28 are available in Triple Zinc. To order, add TZ to end of stock number, as in PA18-TZ.

Codes: NER 505

Installation:• 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 is not 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.

L

1 1/2˝

2 1/16˝

4 1/2˝

PA / HPA

L

2 1/16˝

PAI


Uplift3 Uplift3 Uplift3 Uplift3

W L L1 Qty Type 160% Qty Type 160% Qty Type 160% Qty Type 160%

TA51 PA51 48-1/4 TA71 PA68 68-1/4

TA51 PA51 48-1/4

TA71 PA68 68-1/4

1) Bolt values are for 3˝ thick rim joist loaded perpendicular to grain. 2) 16d x 2-1/2 nails are 8 gauge (0.162" diameter) by 2-1/2˝ long. 3) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 4) Minimum of (9) 16d nails per strap is required to meet IRC R 404.1.5.

22-1/8

Fastener

Schedule1,2

Fastener

Schedule1,2

Fastener

Schedule1,2

1/2 1/2 24751340 4

323016d x 2-1/2 16d x 2-1/2 16d x 2-1/2102-1/16

2-1/16 2 3

Nail Uplift Values & Schedules for Rim Joist Sizes Below

3230

1905 32308 14

Allowable Loads (Lbs.)

Bolt Uplift Values & Schedules for Rim Joist Sizes Below

Dimensions

2 x 142 x 8 2 x 10 2 x 12

USPStock No.

Ref.No.

Fastener

Schedule1,2

22-1/8

CodeRef.

L5

1950 1/2 1/26

16 16d x 2-1/22385


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Diaphragm to wall anchorage using embeddedstraps may need to be hooked around the concrete or masonry wall reinforcing steel. IBC 1620.2.1.

4 Min. concrete20˝ Min. concrete block

edge distance

Ledger

#4 rebarmin.

4˝

Typical PAI I-Joist purlinface installation

Typical PA holdowninstallation

Typical PA purlininstallation

Nails Bolts2Nails Bolts 2

Ref. No. L Qty Nail Qty Dia. 160% 160% 160% 160%

Max Capacity

2x & 3x Ledger4x Ledger

Max Capacity2x & 3x Ledger

4x Ledger

Max Capacity

2x & 3x Ledger

4x Ledger


4x LedgerMax Capacity

2x & 3x Ledger


2x & 3x Ledger4x Ledger

Max Capacity 2475

2x & 3x Ledger4x Ledger 2270

Max Capacity 37002x & 3x Ledger 3510

4x Ledger 3095



2x & 3x Ledger

4x Ledger

1) Allowable Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) The allowable loads for bolts are based on parallel-to-grain loading with 3˝ minimum member thickness, except HPA which requires a 3-1/2˝ thick wood member. 3) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 4) 16d sinkers or 10d common nails may be substituted for the specified 16d common nails at 0.85 of the table loads. 5) Minimum nail penetration is 1-5/8˝ for 16d nails. 6) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 7) For alternate nail schedule and load values consult USP. 8) Minimum quantity of fasteners to be installed. Product may have additional fastener holes not needed to meet published allowable load of product.

CodeRef.

-- --

-- --10d x 1-1/2

16d

-- --

-- --

16d

3035

3035

Con

cret

e

Mas

onry

Allowable Loads (Lbs.)1,3

Concrete

Min Qty8

Fastener Schedule7

DF-L / SP

MinimumEmbedment

NailerSize

Nails4,5,6

3700

4

1/2

1/2

16d

16d

3

6

3035

3035

1855

3035

3035

3035

-- --

-- --

-- --

-- --

3035

3700

-- --

-- --

-- --

-- --

2475

3700

1/2

23 4 54251/2

1/2

26 -- --

-- --

18 -- --

24

10d x 1-1/2

10d x 1-1/2

23

6

8

8

303515 4 37003700 303516d

6

PAI28 PAI28 28-1/2 4

PAI35 PAI35 35-1/2

6

4

PAI23 PAI23 23-1/2 4

PAI18 PAI18 18-1/2 4

HPA35 HPA35 35 6

HPA28 HPA28 29 6

PA28 PA28, PAT28

PA35 PA35

PA23 PA23, PAT23

23-3/4 4

USPStock No.

PA18, PAT18

18-1/2 PA18

Bolts

22603035 303522601/2

Masonry

29 4 6

35 4 6

12 2

15

16d

6

12 -- --10d x 1-1/26

4

15 4 3700 30353700

L5

3035

3265 3035

4280

42805055

2 1/2˝

3/4˝

L

DW

CL

Cold Formed Steel Holdowns – HTT14S, LTS20B, & TDS series

Typical TDL5interior installation

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Concrete Angles – TDL series

TDL10

H

D

W

These angles secure wood posts to concrete or wood floorsin light-duty applications.

Materials: 12 gaugeFinish: G90 galvanizingCodes: ER-2039

Options: TDL5 is available in Triple Zinc. To order, add TZ to end of stock number, 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.

Anchor Bolts

Nails Bolts

Ref. No. W H D Qty Dia. Qty Type Qty Dia. 160% 160%

TDL5 A24 12 2 5-3/16 2-1/4 1 1/2 4 16d 1 1/2 TDL10 A311 12 2 9-3/4 2-1/4 1 1/2 4 16d 1 1/2

1) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 2) The bolt values are based on single shear with a minimum member thickness of 3-1/2˝. 3) Allowable loads have been increased in accordance with the code; no further increase shall be permitted. 4) Minimum nail embedment shall be 1-5/8˝ for 16d nails. 5) Designer must specify anchor bolt type, length, and embedment.

955 1105

Bolts

Strap

L2

USPStock No.

Dimensions

Nails

CodeRef.

Fastener Schedule4,5 Allowable Loads (Lbs.)1,2,3

Uplift

SteelGauge

DF-L / SP

Typical TDL10embedded interior

installation

4˝ Min.

HTT14S

LTS20B

Narrow width

allows for easy fit

insidestud

section

STBAnchors

Boltpages28-29

CLD

L3 3/4˝

6 1/4˝

W

1/4˝ transfer

plateTypical cold-formed steel installation

(TD8S product shown)

LTS20B – Light capacity tension tie strap with a 1/4˝ load transfer plate.

HTT14S – Medium capacity single piece, 3-ply base, formed tension tie.

TDS – Heavy capacity tension tie with single piece formedback and welded base plate.

Materials: See chartFinish: TDS models – USP primer,

HTT14S and LTS20B – G90 galvanizing

Installation:

• Use all specified fasteners. See Product Notes, page 11.• See STB series, pages 28-29, for anchor bolt installation options. A design professional may specify alternate anchorage 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.

TD8S

D

2 1/4˝

W

3/8˝

L

CL

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 4825

LTS20B S/LTT20 12 3 2 20 3 1-1/2 1 1/2 5 #10 885 1140 1090 1090 1210 1210

TD8S 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 10310 TD10S 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 12910

TD15S S/HD15S 7 1/2 2-5/8 21-1/2 3 1-11/16 1 1 48 #10 9310 12270 14345 14345 16585 16585

1) 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. New products or updated product information are designated in bold font.

CodeRef.

To Stud

Screws

110

2-33 mil (2-20ga)Back-to-Back Studs



Allowable Tension Loads (Lbs.)1,2,3,4Fastener Schedule

USPStock No.

Steel Gauge Dimensions

Anchor Bolts

To Sill Plate

Caps &

Bases

48

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KECCQ

KLCC

EPB

KCBQ CBE

PA PA(E) PAU

WAS

EBG44-TZ

D

CPB

EPCM

KCCQ

PB

WE

CBSQ

Post Anchors . . . . . . . . . . . . . . . . . . Page 49• PA, PA(E), & PAU SeriesAdjustable wood to concrete post base with 1˝ stand-off fastens withanchor bolt.

Wet Post Anchors . . . . . . . . . . . . . . Page 50• WAS SeriesWood-to-concrete post base with 1˝ stand-off installs in wet concrete.

• WE SeriesWood-to-concrete post base installs in wet concrete.

Elevated Post Bases. . . . . . . . . . . . Page 51• EBG44-TZ & EPB Series Elevated post bases with tube support allowing for up to 1˝ clearance.

Post Anchors . . . . . . . . . . . . . . . . . . Page 52• D SeriesLight capacity post anchor nails to post and base.

Column Bases . . . . . . . . . . . . . Pages 52-53• CBSQ SeriesHigh capacity column base with 1˝ stand-off fastens to column with WSWood Screws.

• KCBQ SeriesHigh capacity column base fastens to column with WS Wood Screws.

• CBE SeriesLight capacity column base bolts or nails to column.

Post Caps . . . . . . . . . . . . . . . . . Pages 54-56• EPCM & PCM Series Medium-capacity post to beam connector.

• C, PB, PBES, & PBS SeriesLight-capacity post to beam connector.

• PBC SeriesLight-capacity corner post to beam connector.

Composite Post Bases . . . . . . . . . . Page 56• CPB SeriesElevated post base to avoid moisture from ground contact.

Lally Column Caps . . . . . . . . . Pages 56-57• KLCC SeriesConnects lally columns to beams.

Column Caps . . . . . . . . . . . . . . Pages 57-58• KCCQ & KECCQ Series

Heavy-capacity column to beam connector fastens to column and beam

with WS Wood Screws.

PBCPBES PBS


Caps & Bases

CPCMNails Bolts

Ref. No. W H L Qty Dia. Qty Type Qty Dia. 100% 160% 160%

4 x 4 PA44 AB44 18 12 3-9/16 2-1/8 3-1/2 1 1/2 8 16d -- -- -- -- 5135 380 -- --

4 x 4 Rough PA44R 18 12 4-1/16 3-1/2 4 1 1/2 12 16d -- -- -- -- 5135 380 -- --

4 x 6 PA46 AB46 18 12 3-9/16 3-1/2 5-1/2 1 1/2 14 16d -- -- -- -- 6285 505 -- --

4 x 6 Rough PA46R 18 10 4-1/16 3-1/2 6 1 1/2 14 16d -- -- -- -- 6285 505 -- --

6 x 6 PA66 AB66 18 12 5-9/16 3-1/2 5-1/2 1 1/2 16 16d -- -- -- -- 6950 470 -- -- 6 x 6 Rough PA66R AB66R 18 12 6-1/16 3-1/4 6-1/16 1 1/2 16 16d -- -- -- -- 6950 470 -- --

PA44E 6 16d

PA44E-GC -- -- 6 N16C-GC

PA46E 8 16d

PA46E-GC -- -- 8 N16C-GC

PA66E 8 16d

PA66E-GC -- -- 8 N16C-GC 4 x 4 PAU44 ABU44 12 16 3-9/16 5-7/16 3 1 5/8 12 16d 2 1/2 6775 2535 2265 6, F4, F15, D4, R13

4 x 6 PAU46 ABU46 10 12 3-9/16 6 5 1 5/8 12 16d 2 1/2 13815 2535 2265 6, F15, R13 6 x 6 PAU66 ABU66 10 12 5-1/2 6 5 1 5/8 12 16d 2 1/2 16005 2380 2265 6, F4, F15, D4, R13

8 x 8 PAU88 ABU88 12 12 7-1/2 7-3/16 7-1/16 2 5/8 14 16d -- -- -- -- 24900 3185 -- -- 8 x 8 Rough PAU88R ABU88R 12 12 8-1/16 6-15/16 7-1/16 2 5/8 14 16d -- -- -- -- 24900 3185 -- --

Post Anchors are used to secure wood posts to concrete footings. These post anchors also provide moisture 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: See chartFinish: G90 galvanizing, PA_E-GC models - Gold Coat

Options: PA44, PA46, PA66, 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.

Codes: ESR-1881, ESR-1831, FL569, FL821, FL822, FL11910 Dade County, FL 07-0306.06,L.A. City RR 25779, L.A. City RR 25836

Installation: • 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 with minimum 4˝ embedment into 2000 psi concrete. A minimum 2˝ edge distance is required to achieve allowable loads.• For hardened concrete or retrofit installations – use 5/8˝ diameter threaded rod with USP’s CIA-EAor CIA-GEL 7000 adhesive, follow installation instructions.

Typical PAinstallation

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® Typical PA44Einstallation

Post Anchors – PA, PA(E), & PAU series

2˝

2 3/4˝

H

LW

PA

PAU

PAUcross-section

Stand-off plate

Washer

Base

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 or finished grade. IRC R319.1.4, IBC 2304.11.2.7.

The codes specify that structural columns shall be fastened to resist net induced uplift forces and prevent lateral displacementat the bottom end. IRC R407.3, IBC 2304.9.7.

Bearing

Nails Bolts

Ref. No. Base W H L Qty Dia. Qty Type Qty Dia. 100% 160% 160%

4 x 4 PA44 AB44 18 12 3-9/16 2-1/8 3-1/2 1 1/2 8 16d -- -- -- -- 5135 380 -- --

4 x 4 Rough PA44R AB44R, ABE44R

18 12 4-1/16 3-1/2 4 1 1/2 12 16d -- -- -- -- 5135 380 -- --

4 x 6 PA46 AB46 18 12 3-9/16 3-1/2 5-1/2 1 1/2 14 16d -- -- -- -- 6285 505 -- --

4 x 6 Rough PA46R AB46R, ABE46R

18 10 4-1/16 3-1/2 6 1 1/2 14 16d -- -- -- -- 6285 505 -- --

6 x 6 PA66 AB66 18 12 5-9/16 3-1/2 5-1/2 1 1/2 16 16d -- -- -- -- 6950 470 -- -- 6 x 6 Rough PA66R AB66R 18 12 6-1/16 3-1/4 6-1/16 1 1/2 16 16d -- -- -- -- 6950 470 -- --

PA44E ABA44, ABE44

6 16d

PA44E-GC -- -- 6 N16C-GC

PA46E ABA46, ABE46

8 16d

PA46E-GC -- -- 8 N16C-GC

PA66E ABA66, ABE66

8 16d

PA66E-GC -- -- 8 N16C-GC 4 x 4 PAU44 ABU44 12 16 3-9/16 5-7/16 3 1 5/8 12 16d 2 1/2 6775 2535 2265 6, F4, F15, D4, R13

4 x 6 PAU46 ABU46 10 12 3-9/16 6 5 1 5/8 12 16d 2 1/2 13815 2535 2265 6, F15, R13 6 x 6 PAU66 ABU66 10 12 5-1/2 6 5 1 5/8 12 16d 2 1/2 16005 2380 2265 6, F4, F15, D4, R13

8 x 8 PAU88 ABU88 12 12 7-1/2 7-3/16 7-1/16 2 5/8 14 16d -- -- -- -- 24900 3185 -- -- 8 x 8 Rough PAU88R ABU88R 12 12 8-1/16 6-15/16 7-1/16 2 5/8 14 16d -- -- -- -- 24900 3185 -- --

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-5/8˝ for 16d nails and N16C-GC. 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.

USPStock No.

Dimensions Fastener Schedule2,3

Post

Steel Gauge

Stand-offPlate

Anchor Bolt

1 1/216


Uplift1DF-L / SP

-- --

4 x 6

6 x 6

18

18

14

4 x 4

12 3-9/16 3-1/2 5-1/2

12 5-1/2 3-1/2 5-1/2

1

1 -- -- 16005

138155/8

5/8

-- --

-- --

-- --

Post/Column Size

CodeRef.

6775 990

Nails Bolts

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

10, F16,R14

825

1060

-- --

-- --

6, F15, R13

130

10, F16,R14

-- --

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®Wet Post Anchors – WAS & WE series

WAS – A formed base providing a 1˝ stand-off with high bearing capacity.

WE – A formed, one-piece design. Includes embossing for additional lateralstrength.

Materials: See chartFinish: G90 galvanizing

Options: WAS44, WAS46, WAS66, WE44, WE46, & WE66 are available in Triple Zinc. To order, add TZ to stock number, as in WAS44-TZ.

Codes: NER 530 & NER 608, ER-2039

Installation:• 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 resist overturning (moment) loads.

Ref. No. Base Strap W1 W2 H1 H23L Qty Type Bearing F1 F2 Uplift1

12 16d 1180 1135 1405

2 1/2 1020 910 1430

4 x 4 Rough

WE44R PB44R 12 12 4 -- -- 5 3-5/8 3-3/8 12 16d -- -- 1180 1135 1405 L2

12 16d -- -- 1180 1135 1405

2 1/2 1020 910 1430

4 x 6 Rough

WE46R -- -- 12 12 6 -- -- 5 3-5/8 3-3/8 12 16d -- -- 1180 1135 1405 L2

6 x 6 WE66 PB66 12 12 5-1/2 -- -- 5 3-5/8 5-3/8 12 16d -- -- -- -- 2860 2100 L2

6 x 6 Rough

WE66R PB66R 12 12 6 -- -- 5 3-5/8 5-3/8 12 16d -- -- -- -- 2860 2100 L2

14 16d 1405 1300 2600

2 1/2 1415 1300 260014 16d 1405 1300 2600

2 1/2 1485 1300 2600

14 16d 2100 1540 32952 1/2 2165 1540 4370

1) 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. 4) Minimum nail embedment shall be 1-5/8˝ for 16d nails. 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.

USPStock No.

PostSize

DF-L / SP (160%)

DimensionsSteel Gauge Fastener Schedule4,6 Allowable Loads (Lbs.)2

CodeRef.

6775

13815

16005

-- -- L6

L6

L8

L8

L8

4 x 4 WE44

WE46 4 x 6

4 x 4

4 x 6

6 x 6

WAS44

WAS46

WAS66

PBS46

PBS66

16

12

12

14

14

12

PB44 12 12

PB46 12 12

PBS44A

3-1/2

5-1/2

4-3/4 3-3/8-- --

-- --

3-1/4

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

6-3/4

6-3/4

6-3/4

3-1/2 2-1/4

3-1/2 2-1/4

2-1/45

3-1/2

5-1/2

5-1/25-1/2

3-9/16

3-9/16

2˝ Min. edge distance

W1

H1

H2

L

Typical WEinstallation WE

L

H1

W2

W1

11 3/16˝

H2

WAS

Uplift

1˝ Stand-offplate2˝ Min.

edgedistance

F1F2

Typical WASinstallation

The codes specify that non decay resistant columnsexposed to weather or located in basements or cellarsmust be supported by piers or metal pedestals projecting 1-inch above floor or finished grade.IRC R319.1.4, IBC 2304.11.2.7.

The codes specify that structural columns shall be fastened to resist net induced uplift forces and preventlateral displacement at the bottom end. IRC R407.3, IBC 2304.9.7.

These 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.

Materials: EPB – 14 gauge tube; 14 gauge steel U-bracketEBG44 – 16 gauge tube; 16 gauge steel U-bracket

Finish: EPB – USP primer;EBG44 – G-185 galvanizing

Options: EPB4408, EPB4608, and EPB6608-HDG are available in hot-dipped galvanized. To order, add HDG to stock number, as in EPB4408-HDG.

Codes: NER 505

Installation:• Use all specified fasteners. See Product Notes, page 11.• These post bases allow installers to pre-align posts and preset post heights above concrete floors or footings. By eliminating post-to-concrete contact, moisture damage is reduced. • Not recommended for fence post or other fixed post applications. These anchors are not designed to resist overturning (moment) loads.

F1

F2

Uplift

Bearing

3˝ Min. edgedistance

Typical EPBinstallation

Elevated Post Bases – EBG44 & EPB series

L

H1

H2

W

EBG/EPB similar

F11 F21Bearing Uplift2

Ref. No. W L H1 H2 Qty Nail 160% 160% 100% 160%

4 x 4 EPB4408 EPB44, EPB44-12

3-9/16 3 3 8 8 16d 1115 1075 3045 1140

4 x 6 EPB4608 EPB46, EPB46-12

3-9/16 5 3 8 12 16d 2330 1695 3045 1560

6 x 6 EPB6608 EPB66, EPB66-12

5-9/16 5 3-3/16 8 12 16d 2330 1695 4665 1560

4 x 4 EBG44-TZ EPB44A 3-9/16 2-3/4 2-3/8 7-1/2 8 16d HDG 1100 1180 2485 1085

1) Lateral loads (F1 and F2) are for conditions where pipe extends no more than 1˝ above the concrete surface. 2) Uplift Loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 3) Minimum nail embedment shall be 1-5/8˝ for 16d nails.

PostSize

CodeRef.

L5

USPStock No.


DF-L / SP

Fastener

Schedule 3

1˝ Max.elevation

Typical EBG44-TZinstallation

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 or finished grade. IRC R319.1.4, IBC 2304.11.2.7.


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CBE – 12 gauge base for carports, patios, or other residentialframing.

KCBQ – High capacity base fastens with WS Wood Screws.


Options: 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: NER 530, ICBO 2725

Installation:• Use all specified fasteners. See Product Notes, page 11.• WS2 Wood Screws, 1/4˝ dia. x 2˝ long, are supplied with

KCBQ Column Bases.• Not recommended for fence posts or other unrestrained

(not fixed or fastened at top) applications. These bases are not designed to resist overturning (moment) loads.

• All models require a minimum edge distance of 3˝.• Bolted models feature diamond holes for temporary

nail fastening to facilitate drilling and bolting. • Embed column base with bottom of base plate flush to

concrete.

2˝ or 3˝Min.edge distance

KCBQ66

H

L

W2W1

8˝

Typical KCBQ66 installation

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®Column Bases – CBE & KCBQ series

W2

3 3/16˝

L

H

7˝

W1

CBETypical CBEinstallation

DF-L / SP

Ref. No. Strap Base W1 W2 H L Qty 160%

2 1/2 438012 16d 2820

KCBQ44 CB44, CBQ44-SDS2

10 7 3-9/16 3-1/2 8-3/4 2-1/4 14 WS2 6870 L3

2 1/2 437012 16d 2820

KCBQ46 CBQ46-SDS2 10 7 3-9/16 5-1/2 8-3/4 2-1/4 14 WS2 6870 L3 4 x 8 KCBQ48 CB48 10 7 3-9/16 7-1/2 8-3/4 2-1/4 14 WS2 6870

6 x 4 KCBQ64 CB64 10 7 5-1/2 3-1/2 8-3/4 2-1/4 14 WS2 68702 1/2 4360

12 16d 2820

6 x 6 KCBQ66 CB66, CBQ66-SDS2

10 7 5-1/2 5-1/2 8-3/4 2-1/4 14 WS2 6870 L3

6 x 8 KCBQ68 CB68 10 7 5-1/2 7-1/2 8-3/4 2-1/4 14 WS2 6870

7-1/8 x 3-1/2 KCBQ71-4 CB71/8-4 10 7 7-1/8 3-1/2 8-3/4 2-1/4 14 WS2 6870 7-1/8 x 5-1/2 KCBQ71-6 CB71/8-6 10 7 7-1/8 5-1/2 8-3/4 2-1/4 14 WS2 6870

7-1/8 x 7-1/8 KCBQ71-7 CB71/8-7 10 7 7-1/8 7-1/8 8-3/4 2-1/4 14 WS2 6870 8 x 6 KCBQ86 CB86 10 7 7-1/2 5-1/2 8-3/4 2-1/4 14 WS2 6870

8 x 8 KCBQ88 CB88 10 7 7-1/2 7-1/2 8-3/4 2-1/4 14 WS2 6870

10 x 10 KCBQ1010 CB1010 10 7 9-1/2 9-1/2 8-3/4 2-1/4 14 WS2 6870 10 x 12 KCBQ1012 CB1012 10 7 9-1/2 11-1/2 8-3/4 2-1/4 14 WS2 6870

12 x 12 KCBQ1212 CB1212 10 7 11-1/2 11-1/2 8-3/4 2-1/4 14 WS2 6870

5-1/8 glulam

KCBQ5 CB5-4.5, CB5-6

10 7 5-1/4 Spec. 8-3/4 2 14 WS2 6870

6-3/4 glulam

KCBQ7 CB7-6, CB7-7.5, CB7-9, CB7-10.5

10 7 6-7/8 Spec. 8-3/4 2 14 WS2 6870

8-3/4 glulam

KCBQ9 CB9-6, CB9-7.5, CB9-9, CB9-10.5

10 7 8-7/8 Spec. 8-3/4 2 14 WS2 6870

1) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 3) WS2 Wood Screws are 1/4˝ dia. x 2˝ long and are included with KCBQ Column Bases. 4) All bolts shall meet or exceed the specifications of ASTM A 307. 5) Minimum nail embedment shall be 1-5/8˝ for 16d nails. 6) Concrete compressive strength shall be 2,000 psi or greater at 28 days. New products or updated product information are designated in bold font.

4 x 4

4 x 6

130

2

2

L6

L6 LCB46 CBE46

3-9/16 3-1/2 7-1/2

5-1/2 7-1/2

2 L6

12 12

12 7-1/25-1/2 5-1/2

3-9/16

6 x 6 CBE66 LCB66 12

Allowable Uplift

Loads (Lbs.)1,2

130

130

CodeRef.

Glulam Sizes

1212 LCB44 CBE44

Fastener

Schedule 3,4,5,6

Type

ColumnSize

USPStock No.



3˝Min.edge distance

3˝ Min. edgedistance

1˝ standoffThese 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.

Materials: See chartFinish: G-185 galvanizing

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 the bottom 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.

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®Column Bases – CBSQ series

Post Anchors – D series

Secures nominal sized posts to wood surfaces for light-duty applications.


Options: D46 & D66 are available in Triple Zinc. To order, add TZ to stock number, as in D46-TZ.

Codes: ESR-1280, L.A. City RR 25749, FL11664

F1 F2 Uplift F1 F2 Uplift

Post Size Ref. No. W H L Qty Nail Qty Nail 160% 160% 160% 160% 160% 160%

4 x 4 D44-TZ BC40, BC40Z

18 3-9/16 2-1/2 3-3/8 8 16d HDG 4 16d HDG 875 875 715 750 750 565

4 x 4 Rough D44R BC40R 18 4 3 3-3/4 8 16d 4 16d 875 875 715 750 750 565

4 x 6 D46 BC460 18 3-9/16 3 5-3/8 10 16d 5 16d 1020 1095 715 855 920 600 6 x 6 D66 BC60 18 5-1/2 3 5-3/8 10 16d 5 16d 1020 1095 715 855 920 600

6 x 6 Rough D66R BC60R 18 6 3 5-3/8 10 16d 5 16d 1020 1095 715 855 920 600

8 x 8 Rough D88 BC80 18 8 3 7-3/8 12 16d 5 16d 1020 1095 715 855 920 600

1) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails.

CodeRef.

2, F20,R12

S-P-F


USPStock No.

SteelGauge

Dimensions

DF-L / SP

Fastener Schedule1

Post Beam

L

H

W

D

Typical D installation

Uplift1

Ref. No. Strap Base W1 W2 H L Qty 160%

4 x 4 CBSQ44-TZ CBS44, CBSQ44-SDS2

10 16 3-9/16 3-1/2 8-3/4 2-1/4 14 WS2-HDG 6775 6870

4 x 6 CBSQ46-TZ CBS46, CBSQ46-SDS2

10 12 3-9/16 5-7/16 8-3/4 2-1/4 14 WS2-HDG 13815 6870

6 x 6 CBSQ66-TZ CBS66 CBSQ66-SDS2

10 12 5-1/2 5-7/16 8-3/4 3 14 WS2-HDG 16005 6870

1) Uplift Loads have been increased 60% for wind and seismic loads, no further increase shall be permitted. 2) WS2-HDG Wood Screws are 1/4˝ x 2˝ and are included with CBSQ Column Bases. 3) Concrete compressive strength shall be 2,000 psi or greater at 28 days. New products or updated product information are designated in bold font.

FastenerSchedule 2,3

WoodScrews

ColumnSize

USPStock No.


CodeRef.

130


Bearing100%

DF-L / SP

CBSQ44-TZ

W2

W1

L

H

7 3/16˝

The codes specify that nondecay resistant columnsexposed to weather or locatedin basements or cellars mustbe supported by piers or metalpedestals projecting 1-inchabove floor or finished grade.IRCR319.1.4, IBC2304.11.2.7.

The codes specify that structural columns shall be fastened to resist net induceduplift forces and prevent lateral displacement at the bottom end. IRC R407.3, IBC 2304.9.7.

Installation:• 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 in railings. They may be used only for intermediate posts between fullyanchored corner / end posts in rail systems.


Typical CBSQ44-TZinstallation

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®Post Caps – EPCM & PCM series

PCM EPCM

F1 F2 Uplift1 F1 F2 Uplift1

Ref. No. Beam Post W1 W2 H1 L1 L2 L3 160% 160% 160% 160% 160% 160%

PCM4416 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

PCM44 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 PCM46 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 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 1100

PCM48 PC48 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 15 11-1/4 1545 1850 1900 1545 1850 1900

PCM6416 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 1120 PCM64 PC64 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 11 7-1/4 2115 1905 1795 1905 1905 1795

PCM6616 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 1120 PCM66 PC66 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 13 9-1/4 2115 1905 1795 1905 1905 1795

PCM6816 -- -- 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 15 11-1/4 1765 1765 1120 1765 1765 1120 PCM68 PC68 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 15 11-1/4 2115 1905 1795 1905 1905 1795

PCM77 -- -- 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 1795

PCM8416 -- -- 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 11 7-1/4 1765 1765 1120 1765 1765 1120 PCM84 PC84 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 11 7-1/4 2115 1905 1795 1905 1905 1795

PCM8616 -- -- 8x 6x 7-1/2 5-9/16 3-3/8 5-5/8 13 9-1/4 1765 1765 1120 1765 1765 1120 PCM86 PC86 8x 6x 7-1/2 5-9/16 3-1/2 5-5/8 13 9-1/4 2115 1905 1795 1905 1905 1795

PCM8816 -- -- 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 15 11-1/4 1765 1765 1120 1765 1765 1120

PCM88 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

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.

5,F30,R5

CodeRef.

PCM EPCM


USPStock No.

DF-L / SP

PCM – Provides a positive connection for medium-duty, post-to-beam applications.

EPCM – End column caps.


Options: PCM4416, PCM4616 & PCM6616 are availablein Triple Zinc. 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-1781, FL13285, L.A.City RR 25843

Installation:• 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.

3 3/4˝

H1

W1

L2

L1W2

Uplift

F1

F2

PCMTypical PCM46

installation

Typical EPCMinstallation

3 3/4˝

H1

W1L3

L1W2

EPCM

Ref. Series Post Beam

PCM_16 PC_16 16 (8) 16d (12) 16d

PCM PC 12 (8) 16d (12) 16d

EPCM_16 EPC_16 16 (8) 16d (8) 16d

EPCM EPC 12 (8) 16d (8) 16d 1) Minimum nail embedment shall be 1-5/8˝ for 16d nails.

USPSeries

SteelGauge

Fastener Schedule1


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H2

W1

L1W2

L2

H1

Uplift F1 F2

Post Size Ref. No. W1 W2 H1 H2 L1 L2 Qty Type Qty Type 160% 160% 160%

4 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 1225 2, F4, F20, D4, R12

4 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 1225 2, F20, R12

4 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 1225 2, F4, F20, D4, R12

4 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 1225 2, F20, R12

6 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 2190 2, F4, F20, D4, R12

6 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 2190 2, F20, R12

8 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 2525 2, F4, F20, D4, R12

PB44-6TZ2

LPC4, LPC4Z 18 1-1/2 -- -- 2-1/8 1-1/2 3-5/8 -- -- 8 16d HDG 8 16d HDG 640 1000 400

PB44-6GC2 -- -- 18 1-1/2 -- -- 2-1/8 1-1/2 3-5/8 -- -- 8 N16C-GC 8 N16C-GC 640 1000 400

PB66-6TZ 2 LPC6Z 1-1/2 -- -- 2-1/2 3 5-9/16 -- -- 8 16d HDG 8 16d HDG 640 1000 400

PB66-6GC2 -- -- 1-1/2 -- -- 2-1/2 3 5-9/16 -- -- 8 N16C-GC 8 N16C-GC 640 1000 400

4 x 4 PBES442 ACE4 18 1-1/2 -- -- 2-3/8 2-3/4 3-1/4 4-3/4 8 16d 8 16d 1755 1015 630

6 x 6 PBES662 ACE6, LCE4 18 1-1/2 -- -- 2-3/8 2-1/8 5-1/2 7 8 16d 8 16d 1755 1275 1010

4 x 4 PBS442 AC4 18 1-7/16 -- -- 2-5/16 2-13/16 3-9/16 6-1/2 12 16d 12 16d 2630 1730 1195

4 x 4 Rough PBS44R2 AC4R 18 1-1/2 -- -- 2-5/16 2-3/16 4 7 8 16d 8 16d 1755 1015 630

6 x 6 PBS662 AC6 18 1-1/4 -- -- 2-5/16 2-7/8 5-1/2 8 14 16d 12 16d 2280 1850 1310

6 x 6 Rough PBS66R2 AC6R 18 1-1/4 -- -- 2-5/16 2-3/16 6 8-1/2 10 16d 10 16d 1845 1275 1010

1) 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. 3) Minimum nail embedment shall be 1-5/8˝ for 16d and N16C-GC nails.

USPStock No.

SteelGauge Code Ref.


DF-L / SP


Post Beam

4 x 4 - 6

6 x 6 - 6 18

5, F30, R5

C44

L1

H1

W1

H2

PB44-6TZ

C – One-piece design.

PB – Two-piece design.

PBES & PBS – Two-piece design with extended side plates and wrap around postdesign. Easy retrofit installations.

Materials: 18 gaugeFinish: G90 galvanizing;

PB44-6TZ & PB66-6TZ – G185 galvanizing; PB44-GC & PB66-6GC – Gold Coat

Options: C44, C46, C66, PBES44, & PBES66 are available in Triple Zinc. To order, add TZto stock number, as in PBS44-TZ.C44, PBES44, & PBES66, PBS44, & PBS66 areavailable in Stainless steel. To order, add SS to stock number,as in C44-SS.

Codes: ESR-1280, ESR-1781,L.A. City RR 25749, FL569, FL11664, FL13285, Dade County, FL 07-0306.06L.A. City RR 25843

Typical PB-TZinstallation

H1 W1L1

L2

H2

Uplift

F1

F2

PBES

Typical PBSinstallation

Post Caps – C, PB, PBES, & PBS series

L2

L1

H1

W1

H2

PBS

Typical PBESinstallation

Typical C44installation

Installation:• Use all specified fasteners. See ProductNotes, page 11.• These products are designed to work withsingle, solid-sawn beams, but can be used withbuilt-up beams. When installed to multiplebeams made up of 2x lumber and shims, fastenthe plys and shims together to act as a unit.

The CPB is made of corrosion resistant composite material compatible with preservative treated lumber. Provides coderequired 1˝ stand-off and can be used with rough lumber sizes.

Materials: High Strength composite

Installation:• 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.

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PBC

Post Beam Corner – PBC series

Typical KLCCinstallation

CPBRef. No. W1 W2 Qty Nail

4 x 4 CPB44 CPS4 3-1/4 3-1/4 2.2 4 10d HDG 5235 6545 4 x 6 CPB46 CPS46 3-5/16 5-5/16 3.3 4 10d HDG 6810 9820

5 x 5 CPB55 CPS5 4-1/8 4-1/8 3.0 4 10d HDG 6295 8925 6 x 6 CPB66 CPS6 5-5/16 5-5/16 3.9 4 10d HDG 8570 11600

8 x 8 CPB88 CPS7 7-1/4 7-1/4 6.4 4 10d HDG 12490 19040

1) 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 A1) with f'C = 2,500 psi. ACI 318-02, Section 10.17.1.

4) Design Bearing Strength has been increased assuming (A2 / A1)0.5

per ACI 318-02, Section 10.17.1.

PostSize

CodeRef.

100

ConcreteDesign Bearing

Strength 3,4

BottomSurface

Bearing AreaUSP

Stock No.

Dimensions Post BaseAllowableCapacity1,2

FastenerSchedule

W1W2

1˝

The 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 galvanizing

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.

Composite Post Bases – CPB series


Ref. No. 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 1500

6 x 6 PBC66-TZ -- -- 18 6-15/16 6-1/2 8 16d HDG 8 16d HDG 870 870 1740 750 750 1500

1) Allowable 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.

Fastener Schedule2Dimensions Allowable Loads (Lbs.)1

S-P-FPost Beam

CodeRef.

130

PostSize

DF-L / SP

USPStock No.

SteelGauge


The 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 R319.1.4, IBC 2304.11.2.7.

The codes specify that structuralcolumns shall be fastened to resist netinduced uplift forces and prevent lateral displacement at the bottom end.IRC R407.3, IBC 2304.9.7

W

H

L

KLCC


Lally Column Caps – KLCC series

Lally Column Caps connect lally columns to wood beams. Fits 31/2˝ and 4˝ diameter lally columns.


Installation:• Use all specified fasteners. See Product Notes, page 11.• Fit KLCC onto lally column. Position wood beam in KLCC saddle and fasten.

Typical CPBinstallation

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Girder

Ref. No. W H L Qty Qty Type DF / SP / S-P-F LVL / PSL

KLCC45-35 LCC4.5-3.5 12 4-5/8 4 11-1/2 Triple 2x10/12 8 16d 3-1/2 16000 -- --

KLCC45-4 LCC4.5-4 12 4-5/8 4 11-1/2 Triple 2x10/12 8 16d 4 21000 -- --

KLCC6-35 LCC6-3.5 12 6-1/8 4 11-1/2 Quad 2x10/12 8 16d 3-1/2 16000 -- -- KLCC6-4 LCC6-4 12 6-1/8 4 11-1/2 Quad 2x10/12 8 16d 4 21000 -- --

KLCC35-35 LCC3.5-3.5 12 3-5/8 4 11-1/2 3.5 LVL / PSL 8 16d 3-1/2 -- -- 16000 KLCC35-4 LCC3.5-4 12 3-5/8 4 11-1/2 3.5 LVL / PSL 8 16d 4 -- -- 21000

KLCC525-35 LCC5.25-3.5 12 5-3/8 4 11-1/2 5.25 LVL / PSL 8 16d 3-1/2 -- -- 16000

KLCC525-4 LCC5.25-4 12 5-3/8 4 11-1/2 5.25 LVL / PSL 8 16d 4 -- -- 21000 KLCC7-35 LCC7-3.5 12 7-1/8 4 11-1/2 7 LVL / PSL 8 16d 3-1/2 -- -- 16000

KLCC7-4 LCC7-4 12 7-1/8 4 11-1/2 7 LVL / PSL 8 16d 4 -- -- 21000

CodeRef.

130

Allowable Loads (Lbs.)1,2,3,4Dimensions

USPStock No.

SteelGauge

ColumnOutside

Dia.

Fastener Schedule

Nails5

Typical KECCQ44end cap

installation

W1L

H

W2KCCQ44

Column Caps – KCCQ & KECCQ series

Designed to be installed without the need to drill bolt holes, simplifying installation and maintainingthe wood cross section. Installs with WS Wood Screws offering high uplift capacity.

Materials: See chartFinish: USP primer

Options: See Speciality Options on page 58. KCCQ325-4, KCCQ325-6, KCCQ44, KCCQ46, KCCQ525-4, KCCQ525-6, KCCQ64, KCCQ66, KECCQ325-4, KECCQ325-6, KECCQ44, KECCQ46, KECCQ525-6, KECCQ64, and KECCQ66 are available in Hot-dip galvanized. To order, add HDG to stock number, as in KCCQ44-HDG.

Codes: ESR-1465, FL817

Installation:• Use all specified fasteners. See Product Notes, page 11.• WS3 Wood Screws, 1/4˝ dia. x 3˝ long, are supplied with Column Caps.• Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed oads for device. A design professional shall determine the adequacy of the stud to resist published loads.• For end column caps, add an E after the K in the stock number, as in KECCQ325-4.

Typical KCCQ44center capinstallation

1) Loads may not be increased for short-term loading. 2) Loads are for a continuous beam. 3) Allowable loads are determined using the lowest of the bearing loads. Use Fc equal to 335 psi for SPF, 625 psi for DF and 650 psi for LVL/PSL, or the lally column capacity. 4) Spliced conditions must be detailed by the designer to transfer tension loads between spliced members by means other than the lally column. The splice condition load is 6750 lbs. per beam side and the lally cap must be evenly loaded. 5) Minimum nail embedment shall be 1-5/8˝ for 16d nails.

KCCQ KECCQ KCCQ KECCQ

Ref. No. W1 W2 H KCCQ KECCQ Qty Type Qty Type 100% 100% 160% 160%

KCCQ325-4 CC31/4-4, CCQ3-4SDS2.5 7 3-1/4 3-5/8 6-1/2 11 7-1/2 16 WS3 14 WS3 21485 14650 7390 7105

KCCQ325-6 CC31/4-6, CCQ3-6SDS2.5 7 3-1/4 5-1/2 6-1/2 11 7-1/2 16 WS3 14 WS3 21485 14650 7390 7105 KCCQ44 CC44, CCQ44SDS2.5 7 3-5/8 3-5/8 6-1/2 11 8-1/2 16 WS3 14 WS3 24065 16965 7390 7105

KCCQ45 -- -- 7 3-5/8 5-3/8 6-1/2 11 7-1/2 16 WS3 14 WS3 24065 16405 7390 7105 130

KCCQ46 CC46, CCQ46SDS2.5 7 3-5/8 5-1/2 6-1/2 11 8-1/2 16 WS3 14 WS3 24065 18595 7390 7105 11, F12

KCCQ47 -- -- 7 3-5/8 7-1/8 6-1/2 11 9-1/2 16 WS3 14 WS3 24065 20780 7390 7105 KCCQ47X -- -- 7 3-5/8 7-1/8 6-1/2 13 9-1/2 16 WS3 14 WS3 28440 20780 7390 7105

KCCQ48 CC48, CCQ48SDS2.5 7 3-5/8 7-1/2 6-1/2 11 8-1/2 16 WS3 14 WS3 24065 18595 7390 7105

KCCQ525-4 CC51/4-4, CCQ5-4SDS2.5 3 5-1/4 3-5/8 8 13 9-1/2 16 WS3 14 WS3 41640 22330 7390 7105 KCCQ525-6 CC51/4-6, CCQ5-6SDS2.5 3 5-1/4 5-1/2 8 13 9-1/2 16 WS3 14 WS3 41640 27300 7390 7105

KCCQ525-8 CC51/4-8, CCQ5-8SDS2.5 3 5-1/4 7-1/2 8 13 9-1/2 16 WS3 14 WS3 41640 30430 7390 7105 KCCQ57 CC6-71/8 7 5-3/8 7-1/8 6-1/2 11 9-1/2 16 WS3 14 WS3 36095 27890 7390 7105 130


KCCQ66 CC66, CCQ66SDS2.5 7 5-1/2 5-1/2 6-1/2 11 8-1/2 16 WS3 14 WS3 37815 28910 7390 7105 KCCQ67X CCQ6-7.13SDS2.5 7 5-1/2 7-1/8 6-1/2 11 8-1/2 16 WS3 14 WS3 37815 29220 7390 7105

KCCQ68 CC68, CCQ68SDS2.5 7 5-1/2 7-1/2 6-1/2 11 8-1/2 16 WS3 14 WS3 37815 29220 7390 7105 KCCQ74 CC74 3 6-7/8 3-5/8 6-1/2 11 8-1/2 16 WS3 14 WS3 46405 27465 7390 7105


KCCQ77 CC77, CCQ77SDS2.5 3 6-7/8 6-7/8 6-1/2 11 8-1/2 16 WS3 14 WS3 46405 35860 7390 7105 KCCQ78 CC78, CCQ78SDS2.5 3 6-7/8 7-1/2 6-1/2 11 8-1/2 16 WS3 14 WS3 46405 35860 7390 7105

KCCQ71-4 CC71/8-4, CCQ7.1-4SDS2.5 3 7-1/8 3-5/8 6-1/2 11 8-1/2 16 WS3 14 WS3 48125 28240 7390 7105

KCCQ71-6 CC71/8-6, CCQ7.1-6SDS2.5 3 7-1/8 5-1/2 6-1/2 11 8-1/2 16 WS3 14 WS3 48125 35285 7390 7105

KCCQ71-71 CC71/8-71/8, CCQ7.1-7.1SDS2.5 3 7-1/8 7-1/8 6-1/2 11 8-1/2 16 WS3 14 WS3 48125 37190 7390 7105 11, F12

KCCQ71-8 CCQ7.1-8SDS2.5 3 7-1/8 7-1/2 6-1/2 11 8-1/2 16 WS3 14 WS3 48125 37190 7390 7105 130

KCCQ84 CC84 7 7-1/2 3-5/8 6-1/2 11 8-1/2 16 WS3 14 WS3 51565 29785 7390 7105 130 KCCQ86 CC86, CCQ86SDS2.5 7 7-1/2 5-1/2 6-1/2 11 8-1/2 16 WS3 14 WS3 51565 37390 7390 7105


KCCQ94 CC94 7 8-7/8 3-5/8 6-1/2 11 8-1/2 16 WS3 14 WS3 60155 33595 7390 7105 130 KCCQ96 CC96, CCQ96SDS2.5 7 8-7/8 5-1/2 6-1/2 11 8-1/2 16 WS3 14 WS3 60155 42630 7390 7105

KCCQ98 CC98, CCQ98SDS2.5 7 8-7/8 7-1/2 6-1/2 11 8-1/2 16 WS3 14 WS3 60155 46485 7390 7105 KCCQ106 CC106, CCQ106SDS2.5 7 9-1/2 5-1/2 6-1/2 11 8-1/2 16 WS3 14 WS3 65315 45760 7390 7105

1) 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) WS3 Wood Screws are 1/4˝ x 3˝ long and are included with KCCQ and KECCQ column caps. 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.

USPStock No.

SteelGauge

Dimensions

Columnor Post

Fastener Schedule4

BeamL


Bearing1

DF-L / SP

CodeRef.

Uplift2,8

11, F12

11,F12

11,F12

130

11,F12

130

11, F12

W1L

H

W2

KECCQ44


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.• KCCQ/KECCQ – Cap only, no strap design for field welding to pipe or other columns.• KCCQB – For cross beam connections. Any two buckets can be welded together for a wide variety ofapplications. 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/column condi-tions, dimensions, and loading requirements.

Dimension call-outs not shown in the table must be specified at time of ordering for spe-cialty options, non-catalog, or rough/full size lumber sizes.

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H

L

W1

4˝Typ.

W1

L

H1

H2H3

W2

W3

W4

KCCQC

1/4˝ unlessotherwise specified

Optional KECCQRotated Straps 90°

H2

W3

W2

4˝ Typ.

H1

W1

KECCQLLleft shown KCCQO

L2

L1

W2

H2

H1

KCCQOB

Top View of Specialty Options Column Cap Configurations

Column Caps – KCCQ & KECCQ series continued

W3

W2

H2

H1

L

W1

KCCQT

KECCQLLrotated 90° left

KECCQLRrotated 90° right

left right KECCQoffset left

KECCQoffset right

KCCQoffset left

KCCQoffset right

KECCQrotated 45° left

KECCQrotated 45° right

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B

BL

A3 AC

Framing Plates & Angles . . . . .Pages 62-66• MPA SeriesMulti-purpose framing angles.

• MP SeriesField adjustable framing angle.

• MP_F SeriesMulti-purpose framing plate.

• RBC SeriesReversed field adjustable framing.• A3 & AC SeriesFraming angles for joist support.

• JA SeriesHeavier-capacity framing angle for joist support.

Stud Plate Ties . . . . . . . . . . . . . . . . .Page 67• RSPT SeriesFlat stud to plate connector.

• SPT & SPTH SeriesU-shaped stud to plate connector.

Header Hangers . . . . . . . . . . . . . . . . . . . .Page 68• HH SeriesHeavy-capacity header hanger.

Lateral Joist Connectors . . . . . . . . . . Page 68• LJC-TZ SeriesSill plate to floor joist connectors.

• LJQ SeriesHigher cpacity sill plate to floor joist connector.

Miscellaneous . . . . . . . . . . . . .Pages 69-71• KHL SeriesHeavy-capacity corner-framing angle.

• ANJ44S-HDGHeavy-capacity corner-framing angle.

• B & BL SeriesL-shaped corner braces.

• L & T SeriesMedium and heavy-capacity L and T-shaped straps.

• Ornamental SeriesConnectors with ornamental notching.

MPA1

RSPT

ANJ44S-HDG

T L KHL33-O

HH

KHL

SPT

MP_F

JA

SPT SPTH

MP34 MP

Angles & Straps


LJC-TZ LJQ-TZ

RBC

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LFTA6 LTW MTW/HTW


Coiled Strapping . . . . . . . . . . . . . . .Page 72• CMST & CMSTC Series3˝ wide coiled strapping.

• RS Series11⁄4˝ wide coiled strapping.

Straps . . . . . . . . . . . . . . . . . . . .Pages 73-76• LSTA, MSTA, & ST Series11⁄4˝ wide flat strapping.

• KST & KSTI Series21⁄16˝ wide flat strapping.

• LSTI33⁄4˝ wide flat strapping for open web trusses.

• MSTC Series3˝ wide flat strapping.

• KHST Series Heavy-capacity bolted strap.

• KRPS SeriesProtection strap for pipes placed in partitions.

• PS SeriesPost to beam strap.

Pre-Bent Straps . . . . . . . . . . . . . . .Page 77• MSTC66B3 SeriesMedium-capacity nail-on floor tie strap.

Twist Straps . . . . . . . . . . . . . . .Pages 78-79• LFTA6Light-capacity twist strap.

• LTW SeriesLight-capacity twist strap.

• MTW SeriesMedium-capacity twist strap.

• HTW SeriesHeavy-capacity twist strap.

KRPS

PS

Angles & Straps

KST

KHST

MSTC

LSTI

KSTI

CMST/CMSTC RS

LSTA/MSTA

ST

MSTC66B3


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Angles & Straps


Masonry Straps . . . . . . . . . . .Pages 80-81• MSTAM Series1/4˝ wide flat strapping.

• MSTCM Series3˝ wide flat strapping.

• HTWM SeriesHeavy-capacity twist strap connects to concrete or masonry walls

Knee Braces & Connector Straps . . . . . . . . . . . . .Pages 81-82• KHSA & KSA Series Seismic horizontal tension tie.

• KVB & KVBI Series Knee brace for beam lateral stability.

Permanent Wood Foundation Strap . . . . . . . . . . . . . . . . . . . . . . . . .Page 83• PWFS24Transfers ground lateral loads to floor diaphragm.

PWFS24

KSA

HTWM

KVB

MSTAM MSTCM40

MP34 – Framing angle without tabs.

MPA1 – Tabs enable two and three-way connections.

MP4F – Connects 2x framing with floor sheathing up to 5/8˝.

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 are available in Stainless Steel. To order, add SS to stock number, as in MPA1-SS.

Codes: ESR-1781, ESR-1881, FL821, FL570, FL13285, Dade County FL 07-0419.01 L.A. City RR 25779, L.A. City RR 25843

Installation:• 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 for connections where floor sheathing is between sole plate and rim board.

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Multi-Purpose Framing Angles – MP34, MPA1 & MPF series

1 1/2˝1 7/16˝

4 1/2˝

MP34

2 13/16˝

1 1/2˝1 7/16˝

Typical MPA1stud / plate installation

B2

A2

C2

B1

A1 C1

Typical MP34joist / header installation

F1

F3

F2

F3

F1

F3F3

F2

Typical MPA1joist / header installation

Typical MPA1rafter / plate installation


MPA1

Figure 1 Figure 2 Figure 3

Figure 4

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MP4F

MP4F

MP6F

Sheathing

Embossed plate lineguides placement

VH

Typical MP_F installation

Type 1

Type 2

Multi-Purpose Framing Angles – MP34, MPA1 & MPF cont.

Ref. No. Qty Type Qty Type 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 5706 8d x 1-1/2 6 8d x 1-1/2 F2 570 655 715 795 490 565 615 670

6 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 285 330 355 415 245 285 310 350

6 8d x 1-1/2 3 8d x 1-1/2 B1 285 330 350 350 245 285 295 295

6 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 505 505 505 505 425 425 425 425

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 375 375 375 375 315 315 315 315

6 N8-GC 6 N8-GC F1 570 655 680 680 490 565 570 570

6 N8-GC 6 N8-GC F2 570 655 715 795 490 565 615 6706 N8-GC 6 N8-GC F3 280 320 350 445 180 205 225 290

6 N8-GC 3 N8-GC A1 285 330 355 415 245 285 310 3506 N8-GC 3 N8-GC B1 285 330 350 350 245 285 295 295

6 N8-GC 3 N8-GC C1 285 330 355 355 245 285 300 300

6 N8-GC 6 N8-GC A2 505 505 505 505 425 425 425 4256 N8-GC 6 N8-GC B2 280 280 280 280 235 235 235 235

6 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 380 435 475 525 330 375 410 450

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 185 215 230 295 120 140 150 190

6 8d x 1-1/2 6 8d x 1-1/2 V 565 650 705 845 485 560 610 710

6 8d x 1-1/2 6 8d x 1-1/2 H 565 650 705 845 485 560 610 7106 8d x 1-1/2 6 8d x 1-1/2 V 565 650 705 845 485 560 610 710

6 8d x 1-1/2 6 8d x 1-1/2 H 565 650 660 660 485 555 555 5556 8d 6 8d V 565 650 705 845 485 560 610 710

6 8d 6 8d H 565 650 705 845 485 560 610 710

6 8d 6 8d V 565 650 705 845 485 560 610 7106 8d 6 8d H 565 650 660 660 485 555 555 555

6 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 565 605 605 605 485 510 510 510

6 8d x 1-1/2 6 8d x 1-1/2 V 565 605 605 605 485 510 510 510

6 8d x 1-1/2 6 8d x 1-1/2 H 565 605 605 605 485 510 510 5106 8d 6 8d V 565 605 605 605 485 510 510 510

6 8d 6 8d H 565 605 605 605 485 510 510 5106 8d 6 8d V 565 605 605 605 485 510 510 510

6 8d 6 8d H 565 605 605 605 485 510 510 510

1) 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) 8d x 1-1/2 and N8-GC nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 4) If installing MP4F or MP6F over plywood, use 8d common nails for 100% of table load. 5) Loads are shown per angle. When using a single anchor, joist must be constrained from rotation. 6) Minimum nail embedment shall be 1-5/16˝ for 8d nails.

CodeRef.

5,F5,F30,D7

6,F15,R13

Fastener Schedule3,6 Allowable Loads (Lbs.)1,5

DF-L / SPSteelGauge

S-P-FDirection

of Load2USP

Stock No.

Installation

Type2,4

Joist or PlateHeader or Stud

MP34 A34 18 Figure 4

A35 MPA1

Figure 1

Figure 2

Figure 3

18

MP6F LTP5 20

MP4F LTP4 20

Type 1

Type 2

Type 1

Type 2

Type 1

Type 2

Type 1

Type 2

MPA1-GC -- -- 18

Figure 1

Figure 2

Figure 3

4 1/4˝

Embossed plate lines

MP4F = 1˝MP6F = 1 3/4˝

MP4F = 3˝MP6F = 3 3/4˝

MP_F

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Roof Boundary Clips – RBC


Typical RBCTop-Plate to Outside of

Blocking installation

Typical RBCTop-Plate to Inside of Blocking installation

Framing plate designed to connectroof blocking to a wall top plate.


Installation:• Use all specified fasteners.SeeProduct Notes, page 11.• Field adjustable from 0º to 90º.• Bend angle only once.

RBC

H W

DF-L / SP S-P-F

Ref. No. W H Qty Type2 Qty Type2 160% 160%

RBC RBC 20 4-1/4 6 6 10d x 1-1/2 6 10d x 1-1/2 525 440 110

1) Allowable loads have been increased 160% for wind or seismic loads; no further increase shall be permitted. 1) Loads shown are for a single roof boundary clip. 2) 10d x 1-1/2 nails are 9 gauge (0.148" diameter) by 1-1/2" long. New products or updated product information are designated in bold font.

CodeRef.


SteelGauge

Lateral

USPStock No.

Dimensions

Top Plate Blocking


Up to 3/4˝ gap

Up to 3/4˝ gap

Typical RBC1˝ foamboard installation

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Framing Angles – A3, AC, JA, & MP series

W1W2

L

F1 F2

F3F3

L

W2W1

Typical ACinstallation

AC A3

Adjust0˚ to 135˚

Loaddirection

Typical MPinstallation

MP – 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 the supported member.

Materials: See chartFinish: G90 galvanizing; AC7-GC, AC9-GC, MP7-GC, &

MP9-GC – Gold CoatOptions: MP5, MP7, MP9, A3, AC5, AC7, AC9, & JA1

are available Triple Zinc. To order, add TZ to stock number, as in MP5-TZ. MP7 is available in Stainless Steel. To order, add SS to stock number,as in MP7-SS.

Codes: ESR-1831, ESR-2104, ESR-1781,L.A. City RR 25745, L.A. City RR 25836, L.A. City RR 25843, FL820, FL822, FL13285, Dade County, FL 07-0419.01

Installation:• Use all specified fasteners. See Product Notes, page 11.• MP Framing Angles are fabricated at 100° and may be field adjusted by hand from 0° to 135°. Bend angle only once.

2 1/4˝ 2 1/4˝

L

Typical MPRafter Support

installation

MPTypical JA7installation

F2F1

F3F3

L

W1W2

JA3

Typical JA1installation


Ref. No. W1 W2 L Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

F1 450 515 560 590 390 445 485 495

F2 450 515 560 600 390 445 485 505

F3 210 240 260 335 135 155 170 215 MP3 LS30 18 2-1/4 2-1/4 3-3/8 3 10d 3 10d F1 340 395 430 485 295 340 370 470

MP5 LS50, S/LS50

18 2-1/4 2-1/4 4-5/8 4 10d 4 10d F1 455 525 570 730 390 450 490 625

MP7 LS70, S/LS70 5 10d 5 10d

MP7-GC -- -- 5 N10C-GC 5 N10C-GC

MP9 LS90 6 10d 6 10d MP9-GC -- -- 6 N10C-GC 6 N10C-GC

CodeRef.

8,F14,R9

10,F16,R14

Fastener Schedule2,4,5

10d x 1-1/2

DF-L / SP S-P-F

Dimensions

Header

A3 A23, GA1, GA2, L30, S/A23

18 1-7/16 1-7/16 2-3/4 4 10d x 1-1/2


Directionof Load

USPStock No.

JoistSteelGauge

4

18 2-1/4 2-1/4 5-7/8 F1 570 655 715 910 490 565 615 785

18 685 785 855 1095 590 675 735 940F16-7/82-1/4 2-1/4

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Ref. No. W1 W2 L Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

F1 340 390 425 540 290 335 365 465

F2 340 390 425 540 290 335 365 465F3 155 180 195 250 100 115 125 160

F1 380 440 475 610 325 375 410 520

F2 380 440 475 610 325 375 410 525F3 175 205 220 280 115 130 145 185

F1 450 520 565 725 390 445 485 620F2 450 520 565 725 390 445 485 620

F3 210 240 260 335 135 155 170 215F1 510 585 635 770 435 500 545 645

F2 510 585 635 815 435 500 545 700

F3 235 270 295 375 150 175 190 245F1 450 520 565 725 390 445 485 620

F2 450 520 565 725 390 445 485 620F3 210 240 260 335 135 155 170 215

F1 510 585 635 770 435 500 545 645

F2 510 585 635 815 435 500 545 700F3 235 270 295 375 150 175 190 245

F1 565 650 705 905 485 560 605 775F2 565 650 705 905 485 560 605 775

F3 260 300 325 415 170 195 210 270

F1 635 730 795 1015 545 625 680 870F2 635 730 795 920 545 625 680 775

F3 295 340 370 470 190 220 240 305F1 225 255 255 255 190 215 215 215

F2 -- -- -- -- -- -- 345 -- -- -- -- -- -- 290

F3 -- -- -- -- -- -- 165 -- -- -- -- -- -- 140F1 455 525 570 590 380 440 480 495

F2 -- -- -- -- -- -- 535 -- -- -- -- -- -- 450F3 -- -- -- -- -- -- 330 -- -- -- -- -- -- 275

F1 685 785 855 950 575 660 720 800

F2 -- -- -- -- -- -- 1015 -- -- -- -- -- -- 855F3 -- -- -- -- -- -- 495 -- -- -- -- -- -- 415

F1 910 1050 1140 1460 765 880 960 1225F2 -- -- -- -- -- -- 1625 -- -- -- -- -- -- 1365

F3 -- -- -- -- -- -- 550 -- -- -- -- -- -- 460F1 1140 1310 1425 1825 960 1100 1195 1535

F2 -- -- -- -- -- -- 1645 -- -- -- -- -- -- 1380

F3 -- -- -- -- -- -- 825 -- -- -- -- -- -- 695

1) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-1/2˝ for 10d and N10C-GC nails; 1-5/8˝ for 16d and N16C-GC nails. 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. 4) For 1-1/2˝ lumber, use 0.98 of table load for 10d nails and 0.92 for 16d nails. 5) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long.

5,F30,R5

CodeRef.

8,F14,R9

10d x 1-1/2

10d x 1-1/2

10d x 1-1/2

10d x 1-1/2

10d x 1-1/2

10d

16d

16d

10d

16d

10d

16d

16d

10d

16d

N10C-GC

N16C-GC

10d x 1-1/2

16d 4

2-3/8 8-7/8

5 5

5 5

2-3/8 6-15/16

AC9 L90 16 1-5/16

4 4

4 4

10d

16d

AC7 L70 16 1-5/16

2-3/8 4-7/8

3 3

3 3

10d

16d

AC5 L50 16 1-5/16

JA1 A21 16 1-1/4 2 21-1/2

JA3 -- -- 14 2-1/2 2-1/2 4

1-1/2

6 62-1/2 2-1/2 5 16d

3

JA7 -- -- 14 72-1/2 2-1/2

JA5 -- -- 14

8 8

JA9 -- -- 14 9 10 102-1/2 2-1/2

AC7-GC -- -- 16 1-5/16

4 4

4 4

N10C-GC

N16C-GC

USPStock No.

SteelGauge

Header Joist

5,F30,D7,R5

5,F30,R5

Dimensions Fastener Schedule2,4,5 Allowable Loads (Lbs.) 1,3

Directionof Load

DF-L / SP S-P-F

2-3/8 6-15/16

Framing Angles – A3, AC, JA, & MP series cont.

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W

H

1 1/4˝

W

H

1 1/4˝

H

L

W

SPT22 SPT

SPTH

Typical SPT4 installation

Stud Plate Ties – RSPT, SPT, & SPTH series

RSPT – 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.


Options: SPT4, SPT6, SPT22, SPT24, SPTH4, & SPTH6are available in Triple Zinc. To order, add TZ to stock number, as in SPTH4-TZ.

Codes: ESR-1881, ESR-1465, FL817, FL821L.A. City RR 25779

Installation:• Use all specified fasteners. See Product Notes, page 11.

Nailing concentrated ontop plate for greater

resistanceF2

F1

Uplift

Typical RSPT4 doubleplate installation

Typical RSPT4 singleplate installation

Locator tabReinforcement

ribs

1 1/2˝

4 1/8˝

RSPT4 SPTHW1 1/4˝

W

H

F1 F2 Uplift1

Ref. No. W H L Qty Type Qty Type 160% 160% 160%

2x SPT22 SP1 20 1-9/16 4-3/8 3-1/2 4 10d 4 10d 560 260 685

2x SPT24 SP2 20 1-9/16 5-5/8 3-1/2 6 10d 6 10d 560 260 1030 4x SPT44 -- -- 20 3-9/16 6-3/4 6-1/2 6 16d 6 16d 680 255 1305

2x RSPT4 RSP4 20 1-1/2 4-1/8 -- -- 4 8d x 1-1/2 4 8d x 1-1/2 230 300 470

2x 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 -- -- -- -- 955

4x SPT4 SP4 20 3-9/16 6-7/8 -- -- 6 10d x 1-1/2 -- -- -- -- -- -- -- -- 945 6x SPT6 SP6 20 5-9/16 7-5/8 -- -- 6 10d x 1-1/2 -- -- -- -- -- -- -- -- 945

8x SPT8 SP8 20 7-5/16 8-1/2 -- -- 6 10d x 1-1/2 -- -- -- -- -- -- -- -- 945

SPTH4 SPH4 18 3-9/16 8-5/8 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 1730 SPTHW4 SPH4R 18 4-1/16 8-3/8 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 1290

SPTH6 SPH6 18 5-9/16 9-3/8 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 1730 SPTHW6 SPH6R 18 6-1/16 9-1/8 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 1290

8x SPTH8 SPH8 18 7-5/16 8-1/2 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 1730

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 4) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 5) SPT22, SPT24, and SPT44: the two nails fastened to the wide face of the stud must be driven 30° from the perpendicular on the horizontal plane.

11,F12

6,F15,R13

Dimensions Fastener Schedule2,3,4

Stud

CodeRef.


DF-L / SP

4x

Plate

6x

StudSize

USP

Stock No.5Steel

Gauge

F2

F1Uplift

Typical SPT24installation

5 7/16˝

2 3/4˝

5 7/16˝

1 1/2˝

RSPT6

RSPT6-2

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®The LJC-TZ and LJQ-TZ Lateral Joist Connectors transfer lateral loads at thetop foundation to the floor joists. The fastening patterns meet I-joist manufacturer 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 is similar 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.


Installation:• 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-TZ connectors.

Typical LJC-TZ installation

W

L1/2̋

W

D

L

LJC-TZ

Typical LJQ-TZ installation

LJQ-TZ

2x I-Joist

Ref. No. W L D Qty Type 100% 100%

LJC-TZ -- -- 18 3-3/16 8 -- -- 12 8d x 1-1/2 445 515

LJQ15-TZ -- -- 16 1-9/16 3 1-1/2 4 WS15-GC 905 1145

LJQ17-TZ -- -- 16 1-13/16 3 1-1/2 4 WS15-GC 905 1145 LJQ20-TZ -- -- 16 2-1/8 3 1-1/2 4 WS15-GC 905 1145

LJQ23-TZ -- -- 16 2-5/16 3 1-1/2 4 WS15-GC 905 1145 LJQ25-TZ -- -- 16 2-9/16 3 1-1/2 4 WS15-GC 905 1145

LJQ35-TZ -- -- 16 3-9/16 3 1-1/2 4 WS15-GC 905 1145

1) WS15-GC wood screws are 1/4˝ x 1/2˝ and are included with LJQ-TZ connector. 2) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 3) Allowable loads are based on 2x6 SP sill plate. For 2x4 sill plate applications, reduce the value of the LJC-TZ by 45 percent.

110

CodeRef.

USPStock No.

SteelGauge

Dimensions (inches) Allowable Loads (Lbs.)3

SP



Header 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-1280, FL11664, L.A. City RR 25749


2˝

H

W

3 3/4˝

HH44

F3

F1

F2

F4

Typical HH44installation

Lateral Joist Connectors – LJC-TZ & LJQ-TZ series

Header Hangers – HH series

F21 F31 F41

Ref. No. 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 1100 HH66 HH6 16 5-1/2 5-1/4 6 16d 12 16d 1655 1905 2070 1150 1325 1100

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-5/8˝ for 16d nails.

CodeRef.

2, F20, R12

USPStock No.

SteelGauge

Dimensions

F1

DF-L / SP


Header Stud

Fastener Schedule2

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Heavy Angles – KHL series


Heavy Angles – ANJ44S-HDG

Ref. No. W H L Qty Lag Screw Qty Lag Screw 100% 115% 125%

ANJ44S-HDG -- -- 7 3-1/2 4 4 2 1/2˝ 2 1/2˝ 510 585 640 130

1) Loads based on use of (2) 1/2˝ x 2˝ lag screws, loaded parallel to grain, in Douglas Fir-Larch (G=.50).

CodeRef.


USPStock No.

SteelGauge

DF-L / SPHeader Joist

Fastener Schedule1

ANJ44S-HDG

Materials: 7 gaugeFinish: Hot-dip galvanized

Installation:• Install with (2) 1/2˝ x 2˝ lag screws into each leg.

Typical ANJ44S-HDGinstallation

Ref. No. W L D1 D2 D3 D4 Qty Dia.

KHL33 HL33 7 3-1/4 2-1/2 1-1/4 -- -- 2 -- -- 2 5/8 KHL35 HL35 7 3-1/4 5 1-1/4 2-1/2 2 -- -- 4 5/8

KHL37 HL37 7 3-1/4 7-1/2 1-1/4 2-1/2 2 -- -- 6 5/8 KHL43 HL43 3 4-1/4 3 1-1/2 -- -- 2-3/4 -- -- 2 3/4

KHL46 HL46 3 4-1/4 6 1-1/2 3 2-3/4 -- -- 4 3/4

KHL49 HL49 3 4-1/4 9 1-1/2 3 2-3/4 -- -- 6 3/4 KHL53 HL53 7 5-3/4 2-1/2 1-1/4 -- -- 2 2-1/2 4 5/8

KHL55 HL55 7 5-3/4 5 1-1/4 2-1/2 2 2-1/2 8 5/8 KHL57 HL57 7 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 3 1-1/2 -- -- 2-3/4 3 4 3/4

KHL76 HL76 3 7-1/4 6 1-1/2 3 2-3/4 3 8 3/4 KHL79 HL79 3 7-1/4 9 1-1/2 3 2-3/4 3 12 3/4

1) All bolts shall meet or exceed the specifications of ASTM A 307.

CodeRef.

120

USPStock No.

SteelGauge


Bolts1

KHL55

D4

D2 D1

D3

W

W

L

KHL33

Designed for heavy-duty reinforcement of 90° framing intersections.


Options: KHL35 and KHL43 are available in Hot-dip galvanized. To order add HDG to stock number as in KHL35-HDG

Installation:• Use all specified fasteners. See Product Notes, page 11.• Design loads shall be determined for each installation by a qualified designer.• Design loads based on member species, size, and direction of grain.

Typical KHL35installation

4˝3 1/2˝

4˝


Options: L6 and T6 are available in Triple Zinc. To order, addTZ to stock number, as in L6-TZ.

Installation:• Use all specified fasteners. See Product Notes, page 11.• Straps are not load rated.

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H W

L

L6

H

LW

T6

Ref. No. W H L Qty Dia. Qty Type

T6 66T 14 1-1/2 5 6 3 1/2 12 16d T8 -- -- 14 2 8 8-1/2 3 1/2 12 16d

T12 128T 14 2 8 12 3 1/2 12 16d

L6 66L 14 1-1/2 6 6 2 1/2 8 16d L8 88L 14 2 8 8 2 1/2 8 16d

L12 1212L 14 2 12 12 4 1/2 12 16d

1) Minimum nail embedment is 1-5/8˝ for 16d nails. 2) All bolts shall meet or exceed the specifications of ASTM A 307.

Nails


CodeRef.

120

Dimensions

USPStock No.

SteelGauge

Bolts


L

W

L

Corner Brace – B & BL series

These multi-purpose braces are designed toprovide reinforcement for 90° wood-to-woodconnections.


Installation:• Use all specified fasteners. See ProductNotes, page 11.

L

W

L

BL4 B23

Ref. No. W L Qty Type Qty Type

B23 -- -- 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 3/8 B88 A88 12 2 8 -- -- -- -- 6 3/8

1) Minimum nail embedment shall be 1-5/8˝ for 16d nails. 2) Bolts shall conform to ASTM A 307 or better.

Dimensions

USPStock No.

SteelGauge

Nails1CodeRef.

120

Bolts 2

Fastener Schedule

B66 Typical B66installation

Some model designs may varyfrom illustration shown

L & T Straps – L & T series

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2 1/2˝

3 1/4˝

3 1/4˝

Ref. No. Description W H L Qty Dia.

KHL33-O OHA33 7 Heavy Angle 3-1/4 -- -- 2-1/2 2 5/8

KHL36-O OHA36 7 Heavy Angle 3-1/4 -- -- 6 4 5/8 KHST64-O OHS135 7 Strap Tie 6 -- -- 13-1/2 4 3/4

ST12-O OS 12 Strap Tie 2 -- -- 12 4 1/2 L12-O OL 12 'L' Strap 2-1/2 11-7/8 11-7/8 5 1/2

LH12-O OHL 7 'L' Strap 2-1/2 11-7/8 11-7/8 5 5/8

T1212-O OT 12 'T' Strap 2-1/2 11-7/8 14-1/2 6 1/2 TH12-O OHT 7 'T' Strap 2-1/2 11-7/8 11-1/8 4 5/8

TH16-O -- -- 7 'T' Strap 2-1/2 11-7/8 16-1/8 6 5/8

1) All bolts shall meet or exceed the specifications of ASTM A 307.

Bolt Schedule1CodeRef.

120

USPStock No.

SteelGauge

Dimensions

H W

L

L

KHL33-O

Ornamental series

Ornamental notching provides architectural appearance forexposed applications.



Ornamental series

Some modeldesigns may

vary fromillustration

shown

H

L

W

T

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Coiled Strapping – CMST series, CMSTC16, & RS series

Ref. No. Cut Length Min Qty.2 Nails Cut Length Min Qty.2 Nails 160%

16 54' Clear Span + 46˝ 23˝ 60 10d Clear Span + 58˝ 29" 74 10d 1-1/2˝

16 54' Clear Span + 90˝ 45˝ 60 10d Clear Span + 112˝ 56" 74 10d 3˝16 54' Clear Span + 40˝ 20" 50 16d Clear Span + 48˝ 24" 62 16d 1-1/2˝

16 54' Clear Span + 76˝ 38" 50 16d Clear Span + 94˝ 47" 62 16d 3˝

14 52-1/2' Clear Span + 58˝ 29˝ 64 16d Clear Span + 72˝ 36" 80 16d 1-3/4˝14 52-1/2' Clear Span + 130˝ 65˝ 74 10d Clear Span + 164˝ 82" 94 10d 3-1/2˝

14 52-1/2' Clear Span + 256˝ 128˝ 74 10d Clear Span + 326˝ 163" 94 10d 7˝12 40' Clear Span + 74˝ 37˝ 82 16d Clear Span + 90˝ 45" 102 16d 1-3/4˝


12 40' Clear Span + 332˝ 166˝ 96 10d Clear Span + 410˝ 205" 118 10d 7˝22 300' Clear Span + 12˝ 6˝ 12 10d Clear Span + 14˝ 7" 16 10d 1-1/2˝

22 300' Clear Span + 12˝ 6˝ 14 8d Clear Span + 16˝ 8" 18 8d 1-1/2˝20 250' Clear Span + 12˝ 6˝ 14 10d Clear Span + 16˝ 8" 18 10d 1-1/2˝





14 100' Clear Span + 24" 12" 28 10d Clear Span + 30" 15" 36 10d 1-1/2˝

14 100' Clear Span + 28" 14" 34 8d Clear Span + 34" 17" 42 8d 1-1/2˝22 25' Clear Span + 12˝ 6˝ 12 10d Clear Span + 14˝ 7" 16 10d 1-1/2˝







1) 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. 4) Minimum nail embedment shall be 1-5/16˝ for 8d nails, 1-1/2˝ for 10d nails, and 1-5/8˝ for 16d nails. New products or updated product information are designated in bold font.

6,F15,R13

1730

925

2610

6630

9320

1045

1375

10,F16,R14

2610

CMST14 CMST14

CoilLength

Rim Joist Installation

CMSTC16

EndLength

SteelGauge

CMSTC16

USPStock No.

RS300 CS22

CMST12 CMST12

RS100 CS18S

RS250 CS20

CS18 RS200

RS22-R CS22-R

RS150 CS16

RS14-100 CS14

RS14-R CS14-R

RS20-R CS20-R

RS16-R CS16-R

RS18-R CS18-R

1730

1375

AllowableTension

(Lbs.)1

4715

1375

925

1045

11,F12

CodeRef.

DF-L / SP


S-P-F / Hem Fir

FastenerSchedule3,4

Rim Joist Installation

EndLength

NailSpacing

O.C.

2 1/4˝

1 1/2˝

3˝ Typ.

3˝

3/4˝

CMSTC16

1 1/2˝

1 1/4˝1/2˝

3/8˝

3/4˝

RS

CMST

1 1/2˝

1 3/4˝

3˝

1˝

3 1/2˝

CutLength

1˝ Min.

EndLength

ClearSpan

EndLength

Optional nails(wood shrinkage mayoccur and cause strapto buckle outward)

Typical RSrim joist installation

CMST similar

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 load conditions. Engineered to reduce wood splitting.

RS – 11⁄4˝ wide strapping packaged in cartons containing 25-foot or longer coils.


Options: RS150 available in Triple Zinc. To order add TZ to stock number as in RS150-TZ.

Codes: ESR-1881, ESR-1465, ESR-1831,FL817, FL821, FL822,L.A. City RR 25779, L.A. City RR 25836

Installation:• 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.

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Strap Ties – KST, KSTI, LSTA, LSTI, MSTA, MSTC & ST series

LSTA

/MST

A 9

˝LS

TA/M

STA

12˝

LSTA

/MST

A 15

˝LS

TA/M

STA

18˝

LSTA

/MST

A 2

1˝LS

TA/M

STA

24˝

LSTA

/MST

A 3

0˝

LSTA

/MST

A 3

6˝

1 1/4˝

LSTA/MSTA LSTI

LSTI

49 4

9˝LS

TI73

73˝

1 1/2˝

3/8˝typ.

3 3/4˝

3˝

KST scallopeddesign

KST2

9 9

7 /16

˝KS

T213

12 11

/ 16˝

KST2

16 15

15/ 16

˝KS

T218

19 3

/ 16˝

KST2

24 2

2 7 /

16˝

KST2

34 3

2 3 /

16˝

1 3/4˝

1 1/2˝

16 5/16˝

3/4˝

KST116

LSTA – 20 or 18 gauge, light-capacity 11/4˝ wide strapping.

LSTI – 33/4˝ wide strap ties provide tension load path for truss top chords. The nail pattern accommodates open web trusses with double top chord.

MSTA – 18 or 16 gauge, medium-capacity 11/4˝ 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 – 21/16˝ wide strapping. Straps can be fastened using either nails or bolts. SomeKST straps install only with nails.

KSTI – 21/16˝ wide strapping. Straps are designed for installation to wood I-Joist flanges.


ST

ST9

9 ˝

ST12

11 5

/ 8˝

ST18

17

3 /4˝

ST12

2 2

1 5/ 8

˝

1 1/4˝

KSTI

2 1/16˝

KSTI

226

26

˝KS

TI23

6 3

6˝

KSTI

248

48

˝KS

TI26

0 6

0˝

KSTI

272

72˝

MST

C28

28

1 /4˝

MST

C40

40 1 /

4˝M

STC5

2 52

1 /4˝

MST

C66

65

3 /4˝

MST

C78

77

3 /4˝

1 1/2˝

3˝

3˝

MSTC

KST2

27 2

7˝KS

T237

37

1 / 2˝

KST2

48 4

8˝

KST2

60

60

˝KS

T272

72˝

2 1/16˝

1 1/2˝

1 1/2˝

4 1/2˝

KSTstraight edge

design


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Strap Ties – KST, KSTI, LSTA, LSTI, MSTA, MSTC & ST series cont.

Typical LSTIopen web truss

installation


LTW Twist strappages 79-80

Typical LSTA/MSTAI-Joist on Ridge Beam

installation


Options: MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, & MSTA36 are available in Triple Zinc. To order, add TZ to stock number, as in MSTA9-TZ. MSTA12, MSTA18, MSTA24 & MSTA36 are available in Stainless Steel. To order, add SS to stock number, as in MSTA36-SS.

Codes: ESR-1781, ESR-1465, ESR-1831, FL11664, FL822, FL817, FL13825,L.A. City RR 25749, L.A. City RR 25843, L.A. City RR 25836

Installation:• 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.

Min DF-L / SP S-P-F / Hem Fir

Ref. No. W L Qty5 Type 160% 160%

KST116 ST2115 20 3/4 16-5/16 10 8 16d 665 665 10, F16, R14 LSTA9 LSTA9 20 1-1/4 9 8 8 10d 740 635 LSTA12 LSTA12 20 1-1/4 12 10 10 10d 930 790 LSTA15 LSTA15 20 1-1/4 15 12 12 10d 1115 950 LSTA18 LSTA18 20 1-1/4 18 14 14 10d 1235 1110 LSTA21 LSTA21 20 1-1/4 21 16 16 10d 1235 1235 LSTA24 LSTA24 20 1-1/4 24 18 16 10d 1235 1235 KST29 ST292 20 1-3/4 9-7/16 14 14 16d 1680 1320 KST213 ST2122 20 1-3/4 12-11/16 18 18 16d 1785 1700 KST216 ST2215 20 1-3/4 15-15/16 22 18 16d 1785 1700 LSTA30 LSTA30 18 1-1/4 30 22 22 10d 1640 1640 LSTA36 LSTA36 18 1-1/4 36 26 22 10d 1640 1640 MSTA9 MSTA9 18 1-1/4 9 8 8 10d 750 645 MSTA12 MSTA12 18 1-1/4 12 10 10 10d 935 810 MSTA15 MSTA15 18 1-1/4 15 12 12 10d 1125 970 MSTA18 MSTA18 18 1-1/4 18 14 14 10d 1310 1130 MSTA21 MSTA21 18 1-1/4 21 16 16 10d 1500 1295 MSTA24 MSTA24 18 1-1/4 24 18 18 10d 1640 1455 LSTI49 LSTI49 18 3-3/4 49 32 32 10d x 1-1/2 3150 2510 LSTI73 LSTI73 18 3-3/4 73 48 48 10d x 1-1/2 4130 3765 ST9 ST9 16 1-1/4 9 8 8 16d 885 760 ST12 ST12 16 1-1/4 11-5/8 10 10 16d 1105 950 ST18 ST18 16 1-1/4 17-3/4 14 14 16d 1395 1335 ST22 ST22 16 1-1/4 21-5/8 18 18 16d 1395 1395 MSTA30 MSTA30 16 1-1/4 30 22 22 10d 2065 1815 MSTA36 MSTA36 16 1-1/4 36 26 26 10d 2065 2065 MSTA48 MSTA49 16 1-1/4 48 32 26 10d 2045 2045 KST218 ST6215 16 1-3/4 19-3/16 26 26 16d 2960 2540 KST224 ST6224 16 1-3/4 22-7/16 30 30 16d 2960 2930

36 36 10d 3455 296536 34 16d 3860 332052 52 10d 4715 428552 46 16d 4715 449070 60 10d 4715 471570 52 16d 4715 4715

KST234 ST6236 14 1-3/4 32-3/16 42 36 16d 3775 3660 10, F16, R1488 72 10d 6015 601588 62 16d 6015 6015104 76 10d 6015 6015104 66 16d 6015 6015

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 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 have additional nail holes not needed to meet published allowable load of product. 5) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 6) Allowable bolt loads are based on parallel-to-grain loading, minimum of 2-1/2˝ thick. 7) For MSTC straps: 16d sinker nails may be substituted for 10d nails with no reduction in load. New products or updated product information are designated in bold font.

28-1/4

USP

Stock No.8

SteelGauge

MSTC28 MSTC28 16 3

40-1/4

MSTC52 MSTC52 16 3 52-1/4

MSTC40 MSTC40 16 3

65-3/4

MSTC78 MSTC78 14 3 77-3/4

MSTC66 MSTC66 14 3

Uplift

CodeRef.

Dimensions

Total

Qty4

Allowable Loads (Lbs.) 1,2Fastener Schedule3,6

Nails

5,F30,R5

10,F16,R14

5,F30,R5

10,F16,R14

5,F30,R5

10, F16,R14

11,F12

11,F12

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Strap Ties – KST, KSTI, LSTA, LSTI, MSTA, MSTC & ST series cont.

Total4 DF-L / SP Total

4 DF-L / SP Total4 DF-L / SP

Ref. No. Qty Uplift 160%1 Qty Uplift 160%1 Qty Uplift 160%1

18 -- -- -- -- 12 1150 12 136516 -- -- -- -- 16 1535 14 1590

18 -- -- -- -- 28 2690 24 272516 -- -- -- -- 32 3070 30 3410

18 -- -- -- -- 44 4225 38 4315

16 -- -- -- -- 48 4610 42 471518 -- -- -- -- 62 6015 54 6015

16 -- -- -- -- 64 6015 54 6015

18 -- -- -- -- 64 6015 54 601516 -- -- -- -- 66 6015 56 6015

18 -- -- -- -- -- -- -- -- 20 248016 -- -- -- -- -- -- -- -- 22 2730

18 -- -- -- -- -- -- -- -- 32 3970

16 -- -- -- -- -- -- -- -- 34 421518 -- -- -- -- -- -- -- -- 46 6255

16 -- -- -- -- -- -- -- -- 48 653018 -- -- -- -- -- -- -- -- 46 6255

16 -- -- -- -- -- -- -- -- 48 6530

18 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. 2) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 3) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 4) Total number of of nail holes provided in the strap.

16d Fasteners210d x 1-1/2" Fasteners3

KST237

KST248

MST37, S/MST37

MST48, S/MST48

MSTC78 MSTC78

MSTC52

MSTC66

KSTI248 MSTI48

KST260

KST272

MST60, S/MST60

MST72, S/MST72

MSTC40

MSTC52

MSTC66

KSTI236 MSTI36

KSTI272 MSTI72

10d Fasteners2

USPStock No.

ClearSpan

MSTC28 MSTC28

KSTI260 MSTI60

MSTC40

End length

End length

Clear span

1˝ Min.

Optional nails(wood shrinkage may

occur and cause strapto buckle outward)

Typical KST237 floor-to-floorinstallation

Clear Span Chart

Min Min Nails Bolts8Nails Bolts8

Ref. No. W L Qty5 Type Qty5 Dia. 160% 160% 160% 160%

KST227 MST27, S/MST27 12 2-1/16 27 34 34 16d 4 1/2 4540 2285 3645 2020 KST237 MST37, S/MST37 12 2-1/16 37-1/2 48 48 16d 6 1/2 5140 3240 5140 2875 KST248 MST48, S/MST48 12 2-1/16 48 62 54 16d 8 1/2 5140 3845 5140 3555 KSTI226 MSTI26 12 2-1/16 26 26 26 10d x 1-1/2 -- -- -- -- 2810 -- -- 2245 -- -- KSTI236 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 -- -- KST260 MST60, S/MST60 10 2-1/16 60 72 64 16d 10 1/2 6720 4910 6720 4390 KST272 MST72, S/MST72 10 2-1/16 72 72 64 16d 10 1/2 6720 4910 6720 4390

1) 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. 3) Minimum nail embedment shall be 1-5/8˝ for 16d nails. 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 have additional nail holes not needed to meet published allowable load of product. 6) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 7) Allowable bolt loads are based on parallel-to-grain loading, minimum of 2-1/2˝ thick. New products or updated product information are designated in bold font.

10, F16,R14

USPStock No.

SteelGauge

Total

Qty4

CodeRef.

Dimensions Fastener Schedule3,6 Allowable Uplift Loads (Lbs.)1,2

Nails Bolts DF-L / SP S-P-F / Hem Fir

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Strap Ties – KHST, KRPS, & PS series

KRPS – Meets IBC, IRC, UBC, & L.A. City requirements fornotched plates where plumbing, heating, or other pipes are placedin partitions.

PS – Piling Straps connect wood pilings to floor girders. Hot-dipgalvanized for corrosion protection in coastal environments.

KHST – Heavy-capacity strap that utilizes bolts.

Materials: See chartFinish: KHST – USP primer; KRPS – G90 galvanizing;

PS – Hot-dip galvanizedOptions: KRPS22 is available in Triple Zinc. To order, add

TZ to stock number, as in KRPS22-TZ. KHST2 &KHST3 are available in Hot-dipped galvanized. To order, add HDG to stock number, as in KHST2-HDG.

Codes: ESR-1280, FL11664, L.A. City RR 25749


Typical KRPSinstallation

Built-upbeam

Piling

Typical PS720-HDGinstallation

3 3/4˝

6 3/4˝

1 1/4˝

20˝3˝

KHST3 and KHST2KHST6 and KHST5

KHST2KHST3

KHST5KHST6

W

WKHST KRPS

1 1/2˝

KRP

S22

5 1 / 2

˝ KR

PS28

12˝

L

end

of n

otch

dis

tanc

e

PS720-HDG

In some instances the codesrequire the use of a metalstrap where sill or top platesare cut, notched, or drilled. IRC R602.6.1, IBC 2308.9.8

DF-L / SP

Ref. No. W L Qty Type Qty Type 160%

KHST2 HST2, HST2-R 7 2-1/2 21-1/4 -- -- -- -- -- -- 6 5/8 5250

KHST3 HST3 3 3 25-1/2 -- -- -- -- -- -- 6 3/4 7920 KHST5 HST5 7 5 21-1/4 -- -- -- -- -- -- 12 5/8 10635

KHST6 HST6 3 6 25-1/2 -- -- -- -- -- -- 12 3/4 15935

PS218-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 -- -- KRPS22 RPS18, RPS22 16 1-1/2 22-5/16 < 5-1/2˝ 16 16d -- -- -- -- 1720

KRPS28 RPS28 16 1-1/2 28-5/16 < 12˝ 16 16d -- -- -- -- 1720

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-5/8˝ for 16d nails. 3) Allowable loads are based on single shear, parallel to grain loading with a 4˝ minimum member thickness for KHST2 and KHST5, and 4-1/2˝ minimum member thickness for KHST3 and KHST6. 4) PS piling strap design loads must be determined for each installation. Bolts are installed perpendicular and parallel-to-grain.

2,F20,R12

120

130

Nails Bolts

Allowable Tension

Loads (Lbs.)1,3

Fastener Schedule2

CodeRef.

Dimensions

USP

Stock No.4Steel

Gauge

NotchWidth

2 1/2˝

W

1˝

L

PS218-HDGPS418-HDG similar

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Pre-Bent Strap – MSTC66B3

Minimum(2) 2x or 4x

Minimum Length 22˝

StudFastening

No NailsRequired

Face Nailing3˝ MinimumBearing Area

The MSTC66B3 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.


Installation:• Use all specified fasteners. See ProductNotes, page 11.

DF-L / SP S-P-F

Ref. No. W L B W D Qty Face Qty Bottom Qty Type 160% 160%

MSTC66B3 MSTC66B3 14 3 62-7/8 2-7/8 3 11-1/4 14 10d 4 10d 28 10d 5495 4250 130

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-1/2˝ for 10d nails. 3) Minimum strap length on stud/post for quantity of nails is 22". 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.

CodeRef.

Minimum BeamDimensions

Strap Dimensions

USPStock No.

SteelGauge

Stud/Post3,5,6

Fastener Schedule2

Beam Uplift


2 7/8˝

62 7/8˝

3˝

Typical MSTC66B3installation

MSTC66B3

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Uplift

Equal number of specifiedfasteners at each end

Typical LTW12 / MTW12Stud-to-rim joist

installation

1 1/4˝

1˝Typ.

L

LTW18/MTW18other models similar

MTW30/HTW30

L1

L2

1 1/4˝

L2

L1

1 1/4˝

1˝ Typ.

LTW12/MTW12Typical LTW12 / MTW12

Truss-to-top plateinstallation

Typical MTW20I-Joist Rafterinstallation


Uplift

Place strap so allnail holes alignwith rim joist

F1

F2

Typical LFTA6 stud-to-rimjoist installation

Typical LFTA6 truss-to-topplate installation

Twist straps tie framing members to resist tension forces.

LFTA6 – 16 gauge.

LTW – 18 gauge, light-capacity.

MTW – 16 gauge, medium-capacity.

HTW – 14 gauge, heavy-capacity.


Options: LFTA6, MTW12, MTW16 & MTW20 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.


Installation:• Use all specified fasteners. See Product Notes, page 11.• Consult I-Joist manufacturer for web stiffener

requirements, and uplift limitations on joist and application.

Twist Straps – HTW, LFTA6, LTW, & MTW series

LFTA6

Typical LFTA6 stud-to-topplate installation

19 1/8˝8 3/8˝

6 1/2˝2 1/4˝


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Twist Straps – HTW, LFTA6, LTW, & MTW series cont.

DF-L / SP S-P-F

Uplift Uplift

Ref. No. W L L1 L2 Qty Type 160% 160%

12 10d x 1-1/2

12 10d

12 10d x 1-1/212 10d

12 10d x 1-1/212 10d

12 10d x 1-1/2

12 10d14 10d x 1-1/2

14 10d14 10d x 1-1/2

14 10d

14 10d x 1-1/214 10d

16 8d16 8d x1-1/2

14 10d x 1-1/2

14 10d14 10d x 1-1/2

14 10d14 10d x 1-1/2

14 10d

14 10d x 1-1/214 10d

14 10d x 1-1/214 10d

16 10d x 1-1/216 10d

24 10d x 1-1/2

20 10d24 10d x 1-1/2

20 10d24 10d x 1-1/2

20 10d

24 10d x 1-1/220 10d

24 10d x 1-1/220 10d

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-5/16˝ for 8d nails and 1-1/2˝ for 10d nails. 3) 16d sinker nails may be substituted for 10d common nails with no reduction in load. 4) For 1-1/2˝ lumber, use 0.84 of table load for 10d nails and 0.77 for 16d nails. 5) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 6) Fasteners shall be distributed equally on each end of the connection. 7) C after the model number designates center twist as in MTW30C. 8) LFTA6: F1 is 700 lbs and F2 is 90 lbs. 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.

1530

1210

1195

6-1/2

8-1/2

7-1/8

1195

1195

1195

1530

7-1/2

6-1/2

7-1/2 7-1/2

8-1/2 8-1/2

USP

Stock No.7

SteelGauge

1-1/4

10-7/16

7-1/2 LTW18 LTS18

LTW20 LTS20

MTW12

Dimensions Allowable Loads (Lbs.)1Fastener

Schedule2,3,4,5,6

LTW16 LTS16 1-1/4

650

650

LTW12 4-1/2

MTS12, TS12, TS9

MTW16 MTS16

MTW18 MTS18, TS18

MTW20 MTS20

MTW30 MTS30

MTW24C MTS24C

MTW28C -- --

MTW30C MTS30C

HTW16 HTS16

HTW20 HTS20, TS22

HTW24 HTS24

HTW28 HTS28

HTW30 HTS30

HTW30C HTS30C

LTS12 18

18

18

18

16

16

16

16

16

16

16

16

14

14

14

14

14

14

12

16

18

20

12

16

18

24

20

30

24

28

1-1/4

30

16

20

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

4-1/2

6-1/2

4-1/2

8-1/2

7-1/8

1-1/4

1-1/4

1-1/4

1-1/4 28

12-1/812-1/8

7

11-1/8 11-1/8

17-1/430

30

5-1/8

4-1/2

6-1/2

13-7/16 13-7/16

8-5/16

12-7/16

18-9/16

10-7/16

12-7/16

9-1/8 9-1/8

LFTA6 H6 16 2-1/4 19-1/8 8-3/8 6-1/2

5-1/8

650

650

775

775

775

775

1005

1195

1195

1195

1195

1015

1005

1005

1005

1005

1005

1005

1005

1285

12851530

1260

1530

1530 1285

1285

1060

1285

CodeRef.

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

8, F14, R9

L1

L2

MTW30CTypical MTW30installation

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Masonry Straps MSTAM & MSTCM series

The MSTAM and MSTCM Strap Ties are designed toconnect a wood structure above to a masonry wall below.


Installation:• Use all specified fasteners.SeeProduct Notes, page 11.

Typical MSTCM40installation

Typical MSTAM36installation

3˝ minimum3˝ minimum

14˝minimum

12 1/2˝minimum

3˝ minimum3˝ minimum

14˝minimum

12 1/2˝minimum

DF-L / SP S-P-F

Ref. No. W L Qty Type Qty Type Qty Type 160% 160%

MSTAM24 MSTAM24 18 1-1/4 24 5 1/4˝ Tapcon 5 1/4˝ Tapcon 9 10d 1545 1455

MSTAM36 MSTAM36 16 1-1/4 36 8 1/4˝ Tapcon 8 1/4˝ Tapcon 13 10d 1945 194524 10d

20 16d

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Allowable loads are derived from tests performed using hollow C90 concrete block. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 4) Use ITW Buildex 1/4˝ x 2-1/4˝ Tapcon fasteners; or equal, installed in accordance with manufacturer's specification.

CodeRef.

1301/4˝ Tapcon 14 1/4˝ Tapcon 3665

USPStock No.

SteelGauge

366514 MSTCM40 MSTCM40 16 3 40-1/4

Dimensions

Uplift


CMU4 Concrete4 Nails3

Fastener Schedule

DF-L / SP S-P-F

Qty Type Qty Type Qty Type 160% 160%

16 5 1/4˝ Tapcon 5 1/4˝ Tapcon 8 10d 1320 1320

18 5 1/4˝ Tapcon 5 1/4˝ Tapcon 7 10d 1320 1155

16 12 1/4˝ Tapcon 12 1/4˝ Tapcon 16 16d 3145 312518 12 1/4˝ Tapcon 12 1/4˝ Tapcon 14 16d 3145 2735

1) Use ITW Buildex 1/4˝ x 2-1/4˝ Tapcon fasteners; or equal, installed in accordance with manufacturer's specification. 2) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 3) Allowable loads are derived from tests perrformed using hollow C90 concrete block.

Fastener Schedule Allowable Loads (Lbs.)1

CMU3

Concrete3

Nails2 Uplift

MSTAM36

MSTCM40

USPStock No.

ClearSpan

MSTCM40W

3˝

L

1 1/ 2˝

3˝

L

5/8˝

WMSTAM36

Clear Span Chart

Typical HTWMinstallation

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Masonry Straps – HTWM series


15˚ Max

Connector strap

OD1 D2

Hanger

Typical KSAinstallation

Typical KSAinstallation

KSA – 12 gauge

KHSA – 3 gauge. Designed for installation with bolts only.

Materials: See chartFinish: KSA – G90 galvanizing

KHSA – USP primerCodes: ESR-1280, FL11664, L.A. City RR 25749

Installation:• Use all specified fasteners. See Product Notes, page 11.• KSA36 can be field adjusted for smaller beam widths.

Typical KHSA4installation

Allowable loadsO

18º Max

The 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: FL6223

Installation Instructions:• Use all specified fasteners. See Product Notes pages 11.• Strap may be attached to either side of grouted masonry or concrete wall with a minimum 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.

L1

L1

L

W

W

HTWM

DF-L / SP S-P-F

Ref. No. W L L1 Qty Qty Qty 160% 160%

HTWM16 HTSM16, MTSM16 14 1-1/4 16 5-3/4 4 1/4˝ x 1-3/4˝ 4 1/4˝ x 1-3/4˝ 8 10d x 1-1/2 1225 1145

HTWM20 HTSM20, MTSM20 14 1-1/4 20 7-3/4 4 1/4˝ x 1-3/4˝ 4 1/4˝ x 1-3/4˝ 8 10d x 1-1/2 1225 1145

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Use Powers Fasteners 1/4˝ x 1-3/4˝ Wedge-Bolt®; or equal, installed in accordance with manufacturer's specification.

CodeRef.

F26

Dimensions

CMU3

WedgeBolts

Fastener Schedule

Concrete3

WedgeBolts

Truss/Rafter2

NailType

Uplift


USPStock No.

SteelGauge

Connector Straps – KHSA & KSA series


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WL

0

KHSA5

W

L

0

DF-L / SP

Ref. No. W L O D1 D2 Qty Type 160%

22 16d 2620

4 1/2 2015 KHSA1 HSA32 3 3 30 9 10 -- -- 2 3/4 2435

KHSA2 HSA41 3 3 38-1/2 9 10 4-1/2 4 3/4 4810

KHSA3 HSA50 3 3 47 9 10 4-1/2 6 3/4 7005 KHSA4 HSA59 3 3 56 9 10 4-1/2 8 3/4 8920

KHSA5 HSA68 3 3-1/2 64-1/2 9 10 4-1/2 10 3/4 10785

1) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 2) Bolt values assume wood member thickness of 3-1/2˝ with bolts in single shear. 3) Minimum nail embedment shall be 1-5/8˝ for 16d nails. 4) Bolts shall be loaded parallel to grain.

CodeRef.

2,F20,R12

USPStock No.

SteelGauge

KSA36 SA36 12 92-1/16 37-7/8 6-11/16 4-1/2

Allowable Tension

Loads (Lbs.)1,2

Fastener

Schedule 3,4

Dimensions

KSA36

Connector Straps – KHSA & KSA series continued

Knee Braces – KVB & KVBI series

2˝

L

Ref. No. Beam Depth L Qty Type Qty Type 100% 125% 160%

KVB5 VB5 12 10 - 15 60 4 WS3 12 WS3 1800 1800 1800

KVB7 VB7 12 15 - 22-1/2 84 4 WS3 12 WS3 1800 1800 1800

KVB8 VB8 12 22-1/2 - 28-1/2 96 4 WS3 12 WS3 1800 1800 1800 KVB10 VB10 12 28-1/2 - 36 120 4 WS3 12 WS3 1800 1800 1800

KVB12 VB12 12 36 - 42 144 4 WS3 12 WS3 1800 1800 1800 KVBI5 -- -- 12 10 - 15 60 4 10d 12 10d 760 955 1220

KVBI7 -- -- 12 15 - 22-1/2 84 6 10d 12 10d 760 955 1220

KVBI8 -- -- 12 22-1/2 - 28-1/2 96 6 10d 12 10d 760 955 1220 KVBI10 -- -- 12 28-1/2 - 36 120 6 10d 12 10d 760 955 1220

KVBI12 -- -- 12 36 - 42 144 6 10d 12 10d 760 955 1220

1) WS3 Wood Screws are 1/4" x 3˝ long and are included KVB models. 2) Minimum nail embedment shall be 1-1/2˝ for 10d nails. New products or updated product information are designated in bold font.

Allowable Tension Loads (Lbs.)Dimensions (inches) Fastener Schedule1,2

Beam Joist CodeRef.

2,F20,R12

USPStock No.

SteelGauge

DF-L / SP

KVB – Installs with WS3 wood screws for higher load capacity. 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-1280, FL11664,

L.A. City RR 25749

Installation:• Use all specified fasteners. See Product Notes, page 11.• WS3 wood screws are included with KVB shipments.• Install flanges at angles of 45° or more to the vertical plane to assure proper lateral resistance.

Typical KVB7installation

KVB5

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Permanent Wood Foundation Strap – PWFS24

DF-L / SP S-P-F

Ref. No. W L Qty Type 100% 100%

PWFS24 -- -- 20 1-1/2 24 9 8d 775 645 130

1) Minimum nail embedment shall be 1-5/16˝ for 8d nails. 2) For installations where the strap does not fall behind joist, the designer shall be be responsible to determine suitability of rim to resist the load.

CodeRef.


USPStock No.

SteelGauge


PWFS24

Typical PWFS24installation

Loaddirection

1 1/2˝

24˝

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.


Installation:• 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 on foundation.• Form outside end of strap up the outside ofrim and install nails.

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Supported / Joist Member Supporting / Header Member

HangerType

USPSeries

SteelGauge F

ace

Mou

nt

Top

Mou

nt

Slo

ped

/ Ske

wed

For

med

Wel

ded

Dim

ensi

onal

Woo

d

EW

P

Tru

ss

Glu

lam

Dim

ensi

onal

Woo

d

EW

P

Tru

ss

Glu

lam

Mas

onry

DF-

L / S

P

Mas

onry

JL 20 • • • • • • 455 - 1,965 -- --

JLIF-TZ 18 • • • • • • 465 - 1,900 -- -- SUH 16 • • • • • • 465 - 2,760 -- --

JUS 18 • • • • • • 655 - 2,935 -- -- MUS 18 • • • • • • 1285 - 2,140 -- --

16 • • • • • • • • 2,635 - 5,510 -- --

14 • • • • • • • • 800 - 3,225 -- -- HD 14 • • • • • • • • • 565 - 4,570 -- --

HDQ 14 • • • • • • • • • 3,340 - 5,590 -- -- HDO 12 • • • • • • • 2,170 - 6,210 -- --

SW 12 • • • • • 2,315 - 2,520 -- --

SWH7 - Top Flange

12 - Stirrup • • • • • • 3,305-- --

KHW3 - Top Flange

10 - Stirrup • • • • • 5,295 - 5,335-- --

HL 18 • • • • 1,270 - 1,590 -- -- JH 18 • • • • • • • 1,900 - 2,900 -- --

LS 18 • • • • • 785 - 1,370 -- --16 • • • • • • • • • • 510 - 2,500 -- --

14 • • • • • • • • • • 1,410 - 3,880 -- --

SKHH 14 • • • • • • • • • • 1,510 - 4,550 -- -- KF 18 • • • • • 695 - 810 -- --

PHG 18 • • • • • 580 - 650 -- -- FHD 18 • • • • • 960 - 1,235 -- --

JDS 18 • • • • • 480 - 1,670 -- --

JPF 20 • • • • • 1,070 - 1,275 -- --

HWUH1/4˝ - Top Flange,

7 - Stirrup • • • • • • • -- -- 2,265 - 5,165

MPH 12 • • • • • • -- -- 2,585 - 4,280

UHM 1/4˝ • • • • • • -- -- 3,550 - 6,380

NFM3/8˝ - Top Flange,

7 - Stirrup • • • • • -- -- 7,130 - 10,310

• Represents common applications and product configurations. Consult USP for additional applications and/or optional product configurations.

Style

FaceMount

100% Allowable Loads (Lbs.) Range

HUS

SKH

Header Material

Masonry

TopMount

Slopeand

Skew

Paneland

Purlin

Hanger Selector Guide

Hangers


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JUSMUS Similar

Face Mount Joist Hangers . . . . . . . . . . . . . Pages 87-95• JL SeriesLight-capacity 20 gauge 2x joist hanger.

• JLIF-TZ SeriesMedium-capacity inverted flange18 gauge joist hanger.

• 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 inverted flange joist hanger.

• HDQ Series Heavy-capacity 14 gauge inverted flange joist hanger.

Top Mount Hangers . . . . . . . Pages 96-101• 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.

• HL SeriesLight-capacity 18 gauge 2x top mount hanger.

• JH SeriesMedium-capacity strap style hanger.

Slope & Skew Hangers . . . . Pages 101-103• LS SeriesLight-capacity hanger for slopes of 0° to 30° down.

• SKH SeriesLight-capacity 45° skewed hanger.

• SKHH SeriesMedium-capacity 45° skewed hanger.

HD

HL

SW SWH

KHW JH

HDO

HUS

HDQ

JL SUHJLIF-TZ

Hangers


SKH SKHHLS

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Panel & Purlin Hangers . . . . . . . . . Pages 104-105• KF SeriesPanel hanger with a joist end nail.

• PHG SeriesPanel hanger that uses a gripper instead of a nail.

• JDS SeriesMedium-capacity purlin saddle hanger.

• JPF SeriesMedium-capacity purlin hanger with double shear nailing.

Masonry Hangers . . . . . . . Pages 106-110• 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.

KF

MPHHWUH UMH NFM

JDS JPF

PHG

Hangers

Typical SUH26-2installation

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Standard Joist Hangers – JL, JL-IF, & SUH series

USP offers a wide variety of light-gauge face mount joist hangers toaccommodate application and installation preferences.

JL series – 20 gauge, 2x joist hangers.JL-IF series – 18 gauge, 2x joist hangers.SUH series – 16 gauge steel construction for more demanding applications and light truss support.


Options: See SUH Specialty Options Chart.Codes: ESR-1781, ESR-1280, L.A. City RR 25749,

L.A. City RR 25843, FL571, FL11664, FL13285, Dade County, FL 07.0214.20


A

H

DWJL26

SUH26-2

Typical JL26installation

Option4 Skewed 1,3 Sloped Seat2,3 Sloped / Skewed1,2,3

Range

Ordering

AllowableLoads

100% of table load

1˚ to 45˚

Add SK angle required,and right (R)or left (L),

to product number.Ex. SUH210-SK45R

Add SL,slope required,and up (U)or down (D),

to product number.Ex. SUH210-SL30D

See Sloped Seat and Skewed.Ex. SUH210-SK45RSL30D

See Sloped Seat and Skewed

1˚ to 67-1/2˚when width is1-3/4˝ or less.

1˚ to 50˚ on all others.

100% of table load.75% of uplift loadon skews greater

than 15˚.


than 15˚.

SUH Specialty Options Chart – refer to SpecialtyOptions pages 194 to 195 for additional details.

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 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.

JL-IF

Typical JL-IFinstallation

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H

DW

Dimple allows 30º

to 45˚nailing

JUS28

HUS28-2MUS

Typical HUS410IF invertedflange installation

Typical HUS46installation

The HUS, JUS & MUS hanger series offers double shear nailing. USP’s dimple allowsfor 30° 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 2x applications.

Materials: JUS - 18 gauge; MUS - 18 gauge; HUS - 14 or 16 gaugeFinish: G90 galvanizing;

JUS24-GC, JUS26-GC, JUS210-GC, JUS26-2GC, & JUS210-2GC – Gold Coat

Options: HUS28-2IF, HUS210-2IF, JUS24, JUS26, JUS26-2, JUS28, JUS28-2, JUS210, JUS210-2, JUS44, JUS46, JUS28-3, & JUS210-3 are available in Triple Zinc. To order, add TZ to stock number, as in JUS24 -TZ. JUS24, JUS26, JUS26-2, JUS28, JUS210, and JUS210-2 are available in Stainless Steel. To order, add SS to stock number, as in JUS26-SS. See HUS Specialty Options Chart.

Codes: ESR-1881, FL9835, FL570, FL821, FL571,Dade County, FL 07-0419.01, Dade County, FL 07-0214.20 & Dade County, FL 06-0921.05, L.A. City RR 25779

Installation:• 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 the header 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 are specified with no load reduction.

Typical JUS46installation

Option Inverted Flange

Not available inwidths less than 2-1/4˝.

100% of table load.65% of table load whennailing into the supportmembers end grain.

Add IFto product number.

Ex. HUS410IFOrdering

AllowableLoads

Range

HUS Specialty Options Chart – referto Specialty Options pages 194-195for additional details.

Double shear nail designfeatures fewer nails and

faster installation

Uses standard length nails


Slant Nail Joist Hangers – HUS, JUS & MUS series

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HDQ inverted flange hangers install with woodscrews eliminating the need to drill bolt holes simplifying installation.


Installation:• Use all specified fasteners. See Product Notes,page 11.• WS15 and WS3 Wood Screws are supplied withHDQ hangers.

Heavy-Duty Face Mount Hangers – HD series

Typical HD210-2installation

A

D W

H

HD51135

Bend linenailing

A

H

DW

HD610

HD hangers are heavy-duty face mount hangers that canbe used to support headers, joists, and trusses.


Options: All nominal lumber sizes are available rough/full size lumber. See Specialty Options Chart.


Installation:• Use all specified fasteners. See Product Notes, page 11.• Some HD models feature nail holes along bend line thatmust be filled to achieve allowable loads. Verify properheader width to accomplish this for inverted models.

Drive bend line nailsinto header at 45°

to achieve listed loads.

Typical HD210-2IFinverted flange

installation

Option 4 Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Inverted Flange

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 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. New products or updated product information are designated in bold font.

1˚ to 67-1/2˚when width is1-3/4˝ or less.


1˚ to 45˚ See Sloped Seat and Skewed

100% of table load


than 15˚.

Range

Ordering

AllowableLoads

Not available inwidths less than 2-1/4˝


than 15˚.


See Sloped Seat and Skewed.Ex. HD410-SK45RSL30D


Ex. HD410IF

Add SK,angle required,and right (R) or left (L),

to product number.Ex. HD410-SK45R

Add SL,slope required,and up (U) or down (D),

to product number.Ex. HD410-SL30D

Specialty Options Chart – refer to Specialty Options pages 194 to 195 for additional details.

Typical HD3212glulam installation

Typical HD610installation

Inverted Flange Hangers – HDQ series

H

3˝W Typical HDQ-IFinstallation

Up to 3/4˝ gap

HDQ-IF

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Floor Uplift1

Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160%

20 1-9/16 3 1-1/2 15/16 4 10d 2 10d x 1-1/2 455 525 570 245

20 1-9/16 3 1-1/2 15/16 4 16d 2 10d x 1-1/2 545 625 680 245

18 1-9/16 3-1/8 1-1/2 -- -- 4 10d 2 10d x 1-1/2 465 480 480 305

18 1-9/16 3-1/8 1-1/2 -- -- 4 16d 2 10d x 1-1/2 480 480 480 305

JUS24 LUS24 18 1-9/16 3-1/8 1-3/4 1 4 10d 2 10d 655 750 820 510 JUS24-GC -- -- 18 1-9/16 3-1/8 1-3/4 1 4 N10C-GC 2 N10C-GC 655 750 820 510

16 1-9/16 3-1/4 2 1-3/16 4 10d 2 10d x 1-1/2 465 535 580 360

16 1-9/16 3-1/4 2 1-3/16 4 16d 2 10d x 1-1/2 550 635 690 360 HD26 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, R5

20 1-9/16 4-3/4 1-1/2 15/16 6 10d 4 10d x 1-1/2 685 785 855 48520 1-9/16 4-3/4 1-1/2 15/16 6 16d 4 10d x 1-1/2 815 940 1020 485

18 1-9/16 4-1/2 1-1/2 -- -- 6 10d 4 10d x 1-1/2 695 800 870 730

18 1-9/16 4-1/2 1-1/2 -- -- 6 16d 4 10d x 1-1/2 830 950 1035 730

JUS26 LUS26 18 1-9/16 4-13/16 1-3/4 1 4 10d 4 10d 850 975 1060 1115

JUS26-GC -- -- 18 1-9/16 4-13/16 1-3/4 1 4 N10C-GC 4 N10C-GC 850 975 1060 1115 MUS26 MUS26 18 1-9/16 5-1/16 2 1 6 10d 6 10d 1285 1475 1605 865 110

16 1-9/16 5-1/8 2 1-3/16 6 10d 4 10d x 1-1/2 695 800 870 725

16 1-9/16 5-1/8 2 1-3/16 6 16d 4 10d x 1-1/2 830 950 1035 725

HUS26 HUS26 16 1-5/8 5-7/16 3 2 14 16d 6 16d 2635 3030 3295 1925 6, F15, F18,

D2, R13

HD26 HU26 14 1-9/16 3-1/2 2 1-1/8 4 16d 2 10d x 1-1/2 565 650 705 290

HD28 HU28 14 1-9/16 5-1/4 2 1-1/8 8 16d 4 10d x 1-1/2 1130 1295 1410 73020 1-9/16 4-3/4 1-1/2 15/16 6 10d 4 10d x 1-1/2 685 785 855 485

20 1-9/16 4-3/4 1-1/2 15/16 6 16d 4 10d x 1-1/2 815 940 1020 48518 1-9/16 4-1/2 1-1/2 -- -- 6 10d 4 10d x 1-1/2 695 800 870 730

18 1-9/16 4-1/2 1-1/2 -- -- 6 16d 4 10d x 1-1/2 830 950 1035 730

20 1-9/16 6-3/8 1-1/2 15/16 10 10d 6 10d x 1-1/2 1140 1295 1295 88520 1-9/16 6-3/8 1-1/2 15/16 10 16d 6 10d x 1-1/2 1360 1565 1700 885

18 1-9/16 6-1/8 1-1/2 -- -- 8 10d 4 10d x 1-1/2 930 1065 1160 73018 1-9/16 6-1/8 1-1/2 -- -- 8 16d 4 10d x 1-1/2 1105 1215 1215 730

JUS26 LUS26 18 1-9/16 4-13/16 1-3/4 1 4 10d 4 10d 850 975 1060 1115

JUS26-GC -- -- 18 1-9/16 4-13/16 1-3/4 1 4 N10C-GC 4 N10C-GC 850 975 1060 1115 JUS28 LUS28 18 1-9/16 6-5/8 1-3/4 1 6 10d 4 10d 1075 1235 1345 1115

JUS28-GC -- -- 18 1-9/16 6-5/8 1-3/4 1 6 N10C-GC 4 N10C-GC 1075 1235 1345 1115 MUS26 MUS26 18 1-9/16 5-1/16 2 1 6 10d 6 10d 1285 1475 1605 865

MUS28 MUS28 18 1-9/16 7-1/16 2 1 8 10d 8 10d 1710 1970 2140 1230

16 1-9/16 5-1/8 2 1-3/16 6 10d 4 10d x 1-1/2 695 800 870 72516 1-9/16 5-1/8 2 1-3/16 6 16d 4 10d x 1-1/2 830 950 1035 725

16 1-9/16 6-5/8 2 1-3/16 8 10d 6 10d x 1-1/2 930 1065 1160 80016 1-9/16 6-5/8 2 1-3/16 8 16d 6 10d x 1-1/2 1105 1270 1380 800

HUS26 HUS26 16 1-5/8 5-7/16 3 2 14 16d 6 16d 2635 3030 3295 1925

HUS28 HUS28 16 1-5/8 7-3/16 3 2 22 16d 8 16d 3970 4345 4345 2570 HD28 HU28 14 1-9/16 5-1/4 2 1-1/8 8 16d 4 10d x 1-1/2 1130 1295 1410 730

HD210 HU210 14 1-9/16 7-3/16 2 1-1/8 12 16d 4 10d x 1-1/2 1690 1945 2115 730

20 1-9/16 6-3/8 1-1/2 15/16 10 10d 6 10d x 1-1/2 1140 1295 1295 885

20 1-9/16 6-3/8 1-1/2 15/16 10 16d 6 10d x 1-1/2 1360 1565 1700 885

18 1-9/16 6-1/8 1-1/2 -- -- 8 10d 4 10d x 1-1/2 930 1065 1160 730

18 1-9/16 6-1/8 1-1/2 -- -- 8 16d 4 10d x 1-1/2 1105 1215 1215 730

20 1-9/16 8-1/4 1-1/2 15/16 14 10d 8 10d x 1-1/2 1595 1835 1875 1095

20 1-9/16 8-1/4 1-1/2 15/16 14 16d 8 10d x 1-1/2 1905 1965 1965 1095

18 1-9/16 8-1/4 1-1/2 -- -- 11 10d 6 10d x 1-1/2 1275 1465 1595 1095

18 1-9/16 8-1/4 1-1/2 -- -- 11 16d 6 10d x 1-1/2 1520 1745 1900 1095 JUS28 LUS28 18 1-9/16 6-5/8 1-3/4 1 6 10d 4 10d 1075 1235 1345 1115

JUS28-GC -- -- 18 1-9/16 6-5/8 1-3/4 1 6 N10C-GC 4 N10C-GC 1075 1235 1345 1115

JUS210 LUS210 18 1-9/16 7-3/4 1-3/4 1 8 10d 4 10d 1305 1500 1630 1115

JUS210-GC -- -- 18 1-9/16 7-3/4 1-3/4 1 8 N10C-GC 4 N10C-GC 1305 1500 1630 1115

MUS28 MUS28 18 1-9/16 7-1/16 2 1 8 10d 8 10d 1710 1970 2140 1230 11016 1-9/16 6-5/8 2 1-3/16 8 10d 6 10d x 1-1/2 930 1065 1160 800

16 1-9/16 6-5/8 2 1-3/16 8 16d 6 10d x 1-1/2 1105 1270 1380 800

16 1-9/16 8 2 1-3/16 10 10d 6 10d x 1-1/2 1160 1335 1450 108516 1-9/16 8 2 1-3/16 10 16d 6 10d x 1-1/2 1380 1585 1725 1085

HUS28 HUS28 16 1-5/8 7-3/16 3 2 22 16d 8 16d 3970 4345 4345 2570 HUS210 HUS210 16 1-5/8 9-3/16 3 2 30 16d 10 16d 5310 5510 5510 3205

HD210 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, R5

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail embedment shall be 1-1/2˝ for 10d and N10C-GC nails; 1-5/8˝ for 16d and N16C-GC nails. 4) 16d sinkers (9 gauge x 3-1/4˝ long) may be used at 0.84 of the table load where 16d commons are specified. 5) For JUS and HUS hangers: Nails must be driven at a 30° to 45˚ angle through the joist or truss into the header to achieve the table loads. 6) WS15 Wood Screws are 1-1/4˝ x 1-1/2˝ long and are included with HDQ hangers. 7) WS3 Wood Screws are 1-1/4˝ x 3˝ long and are included with HDQ hangers.

5, F30, R5

6, F15, F18,D2, R13

6, F6,F15, D3, R13

6, F6,F15, D3, R13

6, F6,F15, D3, R13

2, F20,R12

5, F6,F30, D3, R5

110

5, F6,F30, D3, R5

110

110

5, F6,F30, D3, R5

110

6, F6,F15, D3, R13

2, F20,R12

5, F6,F30, D3, R5

110

6, F15, F18,D2, R13

5, F30, R5

CodeRef.

5, F6,F30, D3, R5

110

2, F20,R12

5, F6,F30, D3, R5

110

2, F20,R12

Dimensions Fastener Schedule2,3,4,6,7

Header Joist

USPStock No.

SteelGauge

SUH210 U210

JL210IF-TZ LUC210Z

SUH28 -- --

U26

SUH28 -- --

2 x 10

JL28 LU28

JL28IF-TZ LUC28Z

JL210 LU210

2 x 8

JL26 LU26

JL26IF-TZ LUC26Z

JL28 LU28

JL28IF-TZ LUC28Z

SUH26

2 x 6

JL26 LU26

JL26IF-TZ LUC26Z

SUH26 U26


DF-L / SP

Roof

2 x 4

JL24 LU24

JL24IF-TZ -- --

SUH24 U24

A

H

DWcontinued on next page


Face Mount Hanger Charts

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Face Mount Hanger Charts continued

Floor Uplift1

Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160%20 1-9/16 8-1/4 1-1/2 15/16 14 10d 8 10d x 1-1/2 1595 1835 1875 1095

20 1-9/16 8-1/4 1-1/2 15/16 14 16d 8 10d x 1-1/2 1905 1965 1965 109518 1-9/16 8-1/4 1-1/2 -- -- 11 10d 6 10d x 1-1/2 1275 1465 1595 1095

18 1-9/16 8-1/4 1-1/2 -- -- 11 16d 6 10d x 1-1/2 1520 1745 1900 1095

JUS210 LUS210 18 1-9/16 7-3/4 1-3/4 1 8 10d 4 10d 1305 1500 1630 1115

JUS210-GC -- -- 18 1-9/16 7-3/4 1-3/4 1 8 N10C-GC 4 N10C-GC 1305 1500 1630 1115

16 1-9/16 8 2 1-3/16 10 10d 6 10d x 1-1/2 1160 1335 1450 108516 1-9/16 8 2 1-3/16 10 16d 6 10d x 1-1/2 1380 1585 1725 1085

HUS210 HUS210 16 1-5/8 9-3/16 3 2 30 16d 10 16d 5310 5510 5510 3205 6, F15, F18,

D2, R13

HD210 HU210 14 1-9/16 7-3/16 2 1-1/8 12 16d 4 10d x 1-1/2 1690 1945 2115 730 HD212 HU212 14 1-9/16 9-1/4 2 1-1/8 16 16d 6 10d x 1-1/2 2255 2595 2730 1065

16 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 1330

HD212 HU212 14 1-9/16 9-1/4 2 1-1/8 16 16d 6 10d x 1-1/2 2255 2595 2730 1065

HD214 HU214 14 1-9/16 11-1/2 2 1-1/8 20 16d 6 10d x 1-1/2 2560 2660 2730 1065

16 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 1330

HD212 HU212 14 1-9/16 9-1/4 2 1-1/8 16 16d 6 10d x 1-1/2 2255 2595 2730 1065

HD214 HU214 14 1-9/16 11-1/2 2 1-1/8 20 16d 6 10d x 1-1/2 2560 2660 2730 1065

HD216 HU216 14 1-9/16 13-1/2 2 1-1/8 24 16d 8 10d x 1-1/2 2785 2925 3015 1065

JUS24-2 LUS24-2 18 3-1/8 3-7/16 2 1 4 16d 2 16d 780 900 965 325 6, F5, R13

16 3-1/8 3-1/8 2 1-1/8 6 10d 2 10d 695 800 870 370

16 3-1/8 3-1/8 2 1-1/8 6 16d 2 10d 830 950 1035 370 HD24-2 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, R5

HUS24-2 -- -- 14 3-1/8 3-7/16 2 1 4 16d 2 16d 800 920 1000 495 6, F15, R13

JUS26-2 LUS26-2 18 3-1/8 5-1/4 2 1 4 16d 4 16d 1015 1170 1220 1355

JUS26-2GC -- -- 18 3-1/8 5-1/4 2 1 4 N16C-GC 4 N16C-GC 1015 1170 1220 1355

16 3-1/8 5-1/16 2 1-1/8 8 10d 4 10d 930 1065 1160 740

16 3-1/8 5-1/16 2 1-1/8 8 16d 4 10d 1105 1270 1380 740 HD24-2 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, R5

HUS24-2 -- -- 14 3-1/8 3-7/16 2 1 4 16d 2 16d 800 920 1000 495 6, F15, R13

HUS26-2 HUS26-2 14 3-1/8 5-1/4 2 1 4 16d 4 16d 1030 1185 1290 1115 6, F18,

F15, D2, R13

HD26-2 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, R5

JUS26-2 LUS26-2 18 3-1/8 5-1/4 2 1 4 16d 4 16d 1015 1170 1220 1355

JUS26-2GC -- -- 18 3-1/8 5-1/4 2 1 4 N16C-GC 4 N16C-GC 1015 1170 1220 1355

JUS28-2 LUS28-2 18 3-1/8 7-1/8 2 1 6 16d 4 16d 1290 1485 1615 1355

16 3-1/8 5-1/16 2 1-1/8 8 10d 4 10d 930 1065 1160 740

16 3-1/8 5-1/16 2 1-1/8 8 16d 4 10d 1105 1270 1380 74016 3-1/8 6-1/4 2 1-1/8 10 10d 4 10d 1160 1335 1450 740

16 3-1/8 6-1/4 2 1-1/8 10 16d 4 10d 1380 1585 1725 740 HUS26-2 HUS26-2 14 3-1/8 5-1/4 2 1 4 16d 4 16d 1030 1185 1290 1115

HUS28-2 HUS28-2 14 3-1/8 7-1/8 2 1 6 16d 6 16d 1550 1780 1935 1810

HD26-2 HU26-2 14 3-1/8 5-1/8 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140 HD28-2 HU28-2 14 3-1/8 7-1/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140

JUS28-2 LUS28-2 18 3-1/8 7-1/8 2 1 6 16d 4 16d 1290 1485 1615 1355 JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 8 16d 6 16d 1800 2070 2250 1980

JUS210-2GC -- -- 18 3-1/8 9-1/8 2 1 8 N16C-GC 6 N16C-GC 1800 2070 2250 1980

16 3-1/8 6-1/4 2 1-1/8 10 10d 4 10d 1160 1335 1450 74016 3-1/8 6-1/4 2 1-1/8 10 16d 4 10d 1380 1585 1725 740

16 3-1/8 8-9/16 2 1-1/8 14 10d 6 10d 1625 1870 2030 1115

16 3-1/8 8-9/16 2 1-1/8 14 16d 6 10d 1930 2220 2415 1115

HUS28-2 HUS28-2 14 3-1/8 7-1/8 2 1 6 16d 6 16d 1550 1780 1935 1810 6, F18,

F15, D2, R13

HD28-2 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, R5

HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 8 16d 8 16d 2065 2375 2580 2210 6, F18,

F15, D2, R13

HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30, R5

HDQ210-2IF HUCQ210-2-SDS 14 3-1/4 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 110

5, F30, R5

2, F20,R12

6, F18,F15, D2, R13

2, F20,R12

2, F20,R12

6, F6,F15, D3, R13

5, F30, R5

2, F20, R12

5, F6,F30, D3, R5

110

2, F20,R12

6, F5,F15, D7, R13

6, F5,F15, D7, R13

5, F30, R5

6, F5,F15, D7, R13

2, F20,R12

2, F20,R12

5,F30, R5

CodeRef.


DF-L / SP

Roof

(2) 2 x 10

SUH28-2 -- --

SUH210-2 U210-2

(2) 2 x 6

SUH26-2 U26-2

(2) 2 x 8

SUH26-2 U26-2

SUH28-2 -- --

2 x 16

SUH214 U214

(2) 2 x 4 SUH24-2 U24-2

SUH214 U214 2 x 14

2 x 12

JL210 LU210

JL210IF-TZ LUC210Z

SUH210 U210

Header Joist

USPStock No.

SteelGauge



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Floor Uplift1


JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 8 16d 6 16d 1800 2070 2250 1980

JUS210-2GC -- -- 18 3-1/8 9-1/8 2 1 8 N16C-GC 6 N16C-GC 1800 2070 2250 198016 3-1/8 8-9/16 2 1-1/8 14 10d 6 10d 1625 1870 2030 1115

16 3-1/8 8-9/16 2 1-1/8 14 16d 6 10d 1930 2220 2415 1115

HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 8 16d 8 16d 2065 2375 2580 2210 6, F18,

F15, D2, R13

HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30, R5


HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 10 16d 10 16d 2580 2965 3225 3060 6, F18,

F15, D2, R13

HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 5, F30, R5

JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 8 16d 6 16d 1800 2070 2250 1980 6, F5,

F15, D7, R13

JUS214-2 -- -- 18 3-1/8 13-1/8 2 1 12 16d 6 16d 2345 2700 2935 1980 6, F1516 3-1/8 8-9/16 2 1-1/8 14 10d 6 10d 1625 1870 2030 1115

16 3-1/8 8-9/16 2 1-1/8 14 16d 6 10d 1930 2220 2415 1115

HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30, R5 HDQ210-2IF HUCQ210-2-SDS 14 3-1/4 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 110

HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 10 16d 10 16d 2580 2965 3225 3060 6, F18,

F15, D2, R13

HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 HD214-2 HU214-2 14 3-1/8 13 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905

JUS214-2 -- -- 18 3-1/8 13-1/8 2 1 12 16d 6 16d 2345 2700 2935 1980 6, F15, R13 HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905

HD214-2 HU214-2 14 3-1/8 13 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905

HD216-2 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

16 2-9/16 3-3/8 2 1-1/8 6 16d 2 10d x 1-1/2 830 850 850 360 HD34 HU34 14 2-9/16 3 2 1-1/8 4 16d 2 10d x 1-1/2 565 650 705 290 5, F30, R5

JUS36 LUS36 18 2-9/16 5-5/16 2 1 4 16d 4 16d 1015 1170 1220 1355 6, F15, R13

16 2-9/16 3-3/8 2 1-1/8 6 10d 2 10d x 1-1/2 695 800 850 36016 2-9/16 3-3/8 2 1-1/8 6 16d 2 10d x 1-1/2 830 850 850 360

16 2-9/16 5-5/16 2 1-1/8 8 10d 4 10d x 1-1/2 930 1065 1160 72516 2-9/16 5-5/16 2 1-1/8 8 16d 4 10d x 1-1/2 1105 1270 1380 725

HD36 HU36 14 2-9/16 4-3/4 2 1-1/8 8 16d 4 10d x 1-1/2 1130 1295 1410 730 5, F30, R5

JUS38 -- -- 18 2-9/16 6-3/4 2 1 6 16d 4 16d 1290 1485 1615 1355 6, F15, R13

16 2-9/16 5-5/16 2 1-1/8 8 10d 4 10d x 1-1/2 930 1065 1160 725

16 2-9/16 5-5/16 2 1-1/8 8 16d 4 10d x 1-1/2 1105 1270 1380 725

HD36 HU36 14 2-9/16 4-3/4 2 1-1/8 8 16d 4 10d x 1-1/2 1130 1295 1410 730 HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 12 16d 4 10d x 1-1/2 1690 1945 2115 730

JUS310 LUS310 18 2-9/16 9-1/8 2 1 8 16d 6 16d 1800 2070 2250 1980 6, F15, R13

16 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 1085

HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 12 16d 4 10d x 1-1/2 1690 1945 2115 730 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 1065

HDQ310IF HUCQ310-SDS 14 2-9/16 9 3 1-3/16 8 WS3 4 WS15 3340 3380 3380 1470 110

16 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 1085

HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 12 16d 4 10d x 1-1/2 1690 1945 2115 730 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 1065


HD312 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, R516 2-9/16 10-9/16 2 1-1/8 16 10d 6 10d x 1-1/2 1855 2135 2320 1085

16 2-9/16 10-9/16 2 1-1/8 16 16d 6 10d x 1-1/2 2210 2505 2505 1085 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 1065 5, F30, R5


HD312 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 HD314 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 1065

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails; 1-5/8˝ for 16d and N16C-GC nails. 4) 16d sinkers (9 gauge x 3-1/4˝ long) may be used at 0.84 of the table load where 16d commons are specified. 5) For JUS, HUS, and MUS hangers: Nails must be driven at a 30° to 45˚ angle through the joist or truss into the header to achieve the table loads. 6) WS15 Wood Screws are 1-1/4˝ x 1-1/2˝ long and are included with HDQ hangers. 7) WS3 Wood Screws are 1-1/4˝ x 3˝ long and are included with HDQ hangers.

5, F30, R5

2, F20,R12

2, F20,R12

2, F20,R12

5, F30, R5

2, F20,R12

2, F20,R12

2, F20,R12

2, F20,R12

2, F20,R12

5, F30, R5

6, F5,F15, D7, R13

5, F30, R5

5, F30,R5

5, F30,R5

CodeRef.


DF-L / SP

Roof

3 x 12

SUH310 U310

3 x 14

SUH314 U314

3 x 8 SUH36 U36

SUH310 U310

3 x 10

3 x 4 SUH34 U34

3 x 6

SUH34 U34

SUH36 U36

(2) 2 x 14

SUH210-2 U210-2

(2) 2 x 16

USPStock No.

SteelGauge

(2) 2 x 12

SUH210-2 U210-2


Header Joist


A

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USP2173-111

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Floor Uplift1


16 2-9/16 10-9/16 2 1-1/8 16 10d 6 10d x 1-1/2 1855 2135 2320 1085

16 2-9/16 10-9/16 2 1-1/8 16 16d 6 10d x 1-1/2 2210 2505 2505 1085

HD312 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 HD314 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 1065

HD316 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 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

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

HD310-2 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 HD310-2 HU310-2 14 5-1/8 8 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905

(2) 3 x 14 HD310-2 HU310-2 14 5-1/8 8 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905

JUS26-3 LUS26-3 18 4-5/8 4-1/2 2 1 4 16d 4 16d 1015 1170 1220 1355 6, F5,

F15, D7, R13

16 4-5/8 5-1/4 2 1 8 10d 2 10d 930 1065 1160 37016 4-5/8 5-1/4 2 1 8 16d 2 10d 1105 1270 1380 370

HD26-3 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, R5

JUS26-3 LUS26-3 18 4-5/8 4-1/2 2 1 4 16d 4 16d 1015 1170 1220 1355 JUS28-3 LUS28-3 18 4-5/8 6-3/8 2 1 6 16d 4 16d 1290 1485 1615 1355

16 4-5/8 5-1/4 2 1 8 10d 2 10d 930 1065 1160 370

16 4-5/8 5-1/4 2 1 8 16d 2 10d 1105 1270 1380 370 HD26-3 HU26-3 14 4-5/8 4-3/8 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140

HD28-3 -- -- 14 4-5/8 6-3/8 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2115 1140 JUS28-3 LUS28-3 18 4-5/8 6-3/8 2 1 6 16d 4 16d 1290 1485 1615 1355

JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 8 16d 6 16d 1800 2070 2250 1980

16 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

HD28-3 -- -- 14 4-5/8 6-3/8 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2115 1140 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


JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 8 16d 6 16d 1800 2070 2250 1980 6, F5,

F15, D7, R13

16 4-5/8 8-3/8 2 1 14 10d 6 10d 1625 1870 2030 1115

16 4-5/8 8-3/8 2 1 14 16d 6 10d 1930 2220 2415 1115

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, R5 HDQ210-3IF HUCQ210-3-SDS 14 4-5/8 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 110

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 5, F30, R5

JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 8 16d 6 16d 1800 2070 2250 1980 6, F5,

F15, D7, R13

16 4-5/8 8-3/8 2 1 14 10d 6 10d 1625 1870 2030 1115

16 4-5/8 8-3/8 2 1 14 16d 6 10d 1930 2220 2415 1115 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, R5


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 HD214-3 HU214-3 14 4-5/8 12-1/4 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905

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 HD214-3 HU214-3 14 4-5/8 12-1/4 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905

HD216-3 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 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 1140

JUS44 LUS44 18 3-5/8 3-1/4 2 1 4 16d 2 16d 780 900 965 325 6, F5, R13

16 3-9/16 2-7/8 2 1-1/8 6 10d 2 10d 695 800 870 370

16 3-9/16 2-7/8 2 1-1/8 6 16d 2 10d 830 950 1035 370

HD44 HU44 14 3-9/16 3-5/16 2-1/2 1-1/8 4 16d 2 10d 565 650 705 320 5, F30, R5

JUS46 LUS46 18 3-5/8 5 2 1 4 16d 4 16d 1015 1170 1220 1355 6, F5,

F15, D7, R13

16 3-9/16 2-7/8 2 1-1/8 6 10d 2 10d 695 800 870 370

16 3-9/16 2-7/8 2 1-1/8 6 16d 2 10d 830 950 1035 370

16 3-9/16 4-13/16 2 1-1/8 8 10d 4 10d 930 1065 1160 740

16 3-9/16 4-13/16 2 1-1/8 8 16d 4 10d 1105 1270 1380 740

HUS46 HUS46 14 3-5/8 5 2 1 4 16d 4 16d 1030 1185 1290 1115 6, F18,

F15, D2, R13

HD46 HU46 14 3-9/16 4-15/16 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140 5, F30, R5

2, F20,R12

2, F20,R12

5,F30,R5

6, F5,F15, D7, R13

2, F20,R12

2, F20,R12

5, F30,R5

6, F5,F15, D7, R13

5, F30,R5

5, R5

2, F20,R12

2, F20,R12

2, F20,R12

2, F20,R12

5,F30,R5

CodeRef.

Roof


DF-L / SP

USPStock No.

SteelGauge


Header

4 x 6

SUH44 U44

SUH46 U46

4 x 4 SUH44 U44

(3) 2 x 16

Joist

(3) 2 x 12 SUH210-3 U210-3

(2) 3 x 10

(3) 2 x 6 SUH26-3 U26-3

3 x 16

SUH314

(3) 2 x 14 SUH210-3 U210-3

(3) 2 x 8 SUH26-3 U26-3

SUH210-3 U210-3 (3) 2 x 10

U314


Floor Uplift1


JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 8 16d 6 16d 1800 2070 2250 1980

JUS210-2GC -- -- 18 3-1/8 9-1/8 2 1 8 N16C-GC 6 N16C-GC 1800 2070 2250 198016 3-1/8 8-9/16 2 1-1/8 14 10d 6 10d 1625 1870 2030 1115

16 3-1/8 8-9/16 2 1-1/8 14 16d 6 10d 1930 2220 2415 1115

HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 8 16d 8 16d 2065 2375 2580 2210

HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30, R5


HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 10 16d 10 16d 2580 2965 3225 3060

HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 5, F30, R5

JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 8 16d 6 16d 1800 2070 2250 1980

JUS214-2 -- -- 18 3-1/8 13-1/8 2 1 12 16d 6 16d 2345 2700 2935 1980 6, F1516 3-1/8 8-9/16 2 1-1/8 14 10d 6 10d 1625 1870 2030 1115

16 3-1/8 8-9/16 2 1-1/8 14 16d 6 10d 1930 2220 2415 1115

HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30, R5 HDQ210-2IF HUCQ210-2-SDS 14 3-1/4 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 110

HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 10 16d 10 16d 2580 2965 3225 3060

HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 HD214-2 HU214-2 14 3-1/8 13 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905

JUS214-2 -- -- 18 3-1/8 13-1/8 2 1 12 16d 6 16d 2345 2700 2935 1980 6, F15, R13 HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905

HD214-2 HU214-2 14 3-1/8 13 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905

HD216-2 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

16 2-9/16 3-3/8 2 1-1/8 6 16d 2 10d x 1-1/2 830 850 850 360 HD34 HU34 14 2-9/16 3 2 1-1/8 4 16d 2 10d x 1-1/2 565 650 705 290 5, F30, R5

JUS36 LUS36 18 2-9/16 5-5/16 2 1 4 16d 4 16d 1015 1170 1220 1355 6, F15, R13

16 2-9/16 3-3/8 2 1-1/8 6 10d 2 10d x 1-1/2 695 800 850 36016 2-9/16 3-3/8 2 1-1/8 6 16d 2 10d x 1-1/2 830 850 850 360

16 2-9/16 5-5/16 2 1-1/8 8 10d 4 10d x 1-1/2 930 1065 1160 72516 2-9/16 5-5/16 2 1-1/8 8 16d 4 10d x 1-1/2 1105 1270 1380 725

HD36 HU36 14 2-9/16 4-3/4 2 1-1/8 8 16d 4 10d x 1-1/2 1130 1295 1410 730 5, F30, R5

JUS38 -- -- 18 2-9/16 6-3/4 2 1 6 16d 4 16d 1290 1485 1615 1355 6, F15, R13

16 2-9/16 5-5/16 2 1-1/8 8 10d 4 10d x 1-1/2 930 1065 1160 725

16 2-9/16 5-5/16 2 1-1/8 8 16d 4 10d x 1-1/2 1105 1270 1380 725

HD36 HU36 14 2-9/16 4-3/4 2 1-1/8 8 16d 4 10d x 1-1/2 1130 1295 1410 730 HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 12 16d 4 10d x 1-1/2 1690 1945 2115 730

JUS310 LUS310 18 2-9/16 9-1/8 2 1 8 16d 6 16d 1800 2070 2250 1980 6, F15, R13

16 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 1085

HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 12 16d 4 10d x 1-1/2 1690 1945 2115 730 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 1065


16 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 1085

HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 12 16d 4 10d x 1-1/2 1690 1945 2115 730 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 1065


HD312 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, R516 2-9/16 10-9/16 2 1-1/8 16 10d 6 10d x 1-1/2 1855 2135 2320 1085

16 2-9/16 10-9/16 2 1-1/8 16 16d 6 10d x 1-1/2 2210 2505 2505 1085 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 1065 5, F30, R5


HD312 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 HD314 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 1065

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails; 1-5/8˝ for 16d and N16C-GC nails. 4) 16d sinkers (9 gauge x 3-1/4˝ long) may be used at 0.84 of the table load where 16d commons are specified. 5) For JUS, HUS, and MUS hangers: Nails must be driven at a 30° to 45˚ angle through the joist or truss into the header to achieve the table loads. 6) WS15 Wood Screws are 1-1/4˝ x 1-1/2˝ long and are included with HDQ hangers. 7) WS3 Wood Screws are 1-1/4˝ x 3˝ long and are included with HDQ hangers.

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Floor Uplift1


JUS46 LUS46 18 3-5/8 5 2 1 4 16d 4 16d 1015 1170 1220 1355

JUS48 LUS48 18 3-5/8 6-7/8 2 1 6 16d 4 16d 1290 1485 1615 1355

16 3-9/16 4-13/16 2 1-1/8 8 10d 4 10d 930 1065 1160 740

16 3-9/16 4-13/16 2 1-1/8 8 16d 4 10d 1105 1270 1380 740

HUS46 HUS46 14 3-5/8 5 2 1 4 16d 4 16d 1030 1185 1290 1115

HUS48 HUS48 14 3-5/8 7 2 1 6 16d 6 16d 1550 1780 1935 1810

HD46 HU46 14 3-9/16 4-15/16 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140

HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140

JUS48 LUS48 18 3-5/8 6-7/8 2 1 6 16d 4 16d 1290 1485 1615 1355

JUS410 LUS410 18 3-5/8 8-7/8 2 1 8 16d 6 16d 1800 2070 2250 1980

16 3-9/16 8-3/8 2 1-1/8 14 10d 6 10d 1625 1870 2030 1115

16 3-9/16 8-3/8 2 1-1/8 14 16d 6 10d 1930 2220 2415 1115

HUS48 HUS48 14 3-5/8 7 2 1 6 16d 6 16d 1550 1780 1935 1810 6, F18,

F15, D2, R13

HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140 5, F30, R5

HUS410 HUS410 14 3-5/8 8-7/8 2 1 8 16d 8 16d 2065 2375 2580 2210 6, F18,

F15, D2, R13

HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30, R5


JUS410 LUS410 18 3-5/8 8-7/8 2 1 8 16d 6 16d 1800 2070 2250 1980 6, F5,

F15, D7, R13

16 3-9/16 8-3/8 2 1-1/8 14 10d 6 10d 1625 1870 2030 1115

16 3-9/16 8-3/8 2 1-1/8 14 16d 6 10d 1930 2220 2415 1115

HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140 5, F30, R5

HUS410 HUS410 14 3-5/8 8-7/8 2 1 8 16d 8 16d 2065 2375 2580 2210 6, F18,

F15, D2, R13

HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30, R5


HUS412 HUS412 14 3-5/8 10-7/8 2 1 10 16d 10 16d 2580 2965 3225 3060 6, F18,

F15, D2, R13


HD412 HU412 14 3-9/16 10-13/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 5, F30, R5

JUS414 LUS414 18 3-5/8 12-7/8 2 1 12 16d 6 16d 2345 2700 2935 1980 6, F15, R13

16 3-9/16 10-1/16 2 1-1/8 16 10d 6 10d 1855 2135 2320 1115

16 3-9/16 10-1/16 2 1-1/8 16 16d 6 10d 2210 2540 2760 1115

HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30, R5


HUS412 HUS412 14 3-5/8 10-7/8 2 1 10 16d 10 16d 2580 2965 3225 3060 6, F18,

F15, D2, R13


HD412 HU412 14 3-9/16 10-13/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905

HD414 HU414 14 3-9/16 12-13/16 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905

JUS414 LUS414 18 3-5/8 12-7/8 2 1 12 16d 6 16d 2345 2700 2935 1980 6, F15, R13

16 3-9/16 10-1/16 2 1-1/8 16 10d 6 10d 1855 2135 2320 111516 3-9/16 10-1/16 2 1-1/8 16 16d 6 10d 2210 2540 2760 1115

HD412 HU412 14 3-9/16 10-13/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 5, F30, R5 HDQ412IF HUCQ412-SDS 14 3-9/16 11 3 1-1/2 14 WS3 6 WS3 5590 5590 5590 2975 110

HD414 HU414 14 3-9/16 12-13/16 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905

HD416 HU416 14 3-9/16 14-13/16 2-1/2 1-1/8 26 16d 12 10d 3665 4215 4570 2285 HD414 HU414 14 3-9/16 12-13/16 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905

HD416 HU416 14 3-9/16 14-13/16 2-1/2 1-1/8 26 16d 12 10d 3665 4215 4570 2285 HD418 -- -- 14 3-9/16 16-1/2 2-1/2 1-1/4 28 16d 8 10d 3950 4540 4570 1425

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 4) 16d sinkers (9 gauge x 3-1/4˝ long) may be used at 0.84 of the table load where 16d commons are specified. 5) WS15 Wood Screws are 1-1/4˝ x 1-1/2˝ long and are included with HDQ hangers. 6) WS3 Wood Screws are 1-1/4˝ x 3˝ long and are included with HDQ hangers.

6, F5,F15, D7, R13

5, F30,R5

5,F30,R5

6, F18,F15, D2, R13

5, F30,R5

2, F20,R12

6, F5,F15, D7, R13

2, F20,R12

2, F20,R12

2, F20,R12

2, F20,R12

CodeRef.


DF-L / SP

Roof

4 x 16

SUH414 U414

4 x 18

Header Joist

USPStock No.

SteelGauge


4 x 12

SUH410 U410

4 x 14

SUH414 U414

4 x 8

SUH46 U46

SUH410 U410

4 x 10

continued on next page1-800-328-5934 • www.USPconnectors.com

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Floor Uplift1

Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160%16 5-1/2 5 2 1 8 10d 4 10d 930 1065 1160 740

16 5-1/2 5 2 1 8 16d 4 10d 1105 1270 1380 740

HD66 HU66 14 5-1/2 3-15/16 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140 5, F30, R516 5-1/2 5 2 1 8 10d 4 10d 930 1065 1160 740

16 5-1/2 5 2 1 8 16d 4 10d 1105 1270 1380 740

HD66 HU66 14 5-1/2 3-15/16 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140

HD68 HU68 14 5-1/2 5-15/16 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140

16 5-1/2 9 2 1 14 10d 6 10d 1625 1870 2030 1115

16 5-1/2 9 2 1 14 16d 6 10d 1930 2220 2415 1115 HD68 HU68 14 5-1/2 5-15/16 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140

HD610 HU610 14 5-1/2 7-13/16 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 HDQ610IF HUCQ610-SDS 14 5-1/2 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 110

16 5-1/2 9 2 1 14 10d 6 10d 1625 1870 2030 1115

16 5-1/2 9 2 1 14 16d 6 10d 1930 2220 2415 1115 HD610 HU610 14 5-1/2 7-13/16 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30, R5

HDQ610IF HUCQ610-SDS 14 5-1/2 9 3 1-1/2 12 WS3 6 WS3 5015 5590 5590 2975 110 HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 5, F30, R5




HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905

HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 HDQ612IF HUCQ612-SDS 14 5-1/2 11 3 1-1/2 14 WS3 6 WS3 5590 5590 5590 2975 110

HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905 HD616 HU616 14 5-1/2 13-13/16 2-1/2 1-1/8 26 16d 12 10d 3665 4215 4570 2285

HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905

HD616 HU616 14 5-1/2 13-13/16 2-1/2 1-1/8 26 16d 12 10d 3665 4215 4570 2285 8 x 6 HD86 -- -- 14 7-1/2 5-1/8 2-1/2 1-1/2 10 16d 4 16d 1410 1620 1740 900

8 x 8 HD88 HU88 14 7-1/2 6-5/8 2-1/2 1-1/2 14 16d 6 16d 1975 2270 2470 1355 8 x 10 HD810 HU810 14 7-1/2 8-3/8 2-1/2 1-1/2 18 16d 8 16d 2540 2920 3175 1805

8 x 12 HD812 HU812 14 7-1/2 10-1/8 2-1/2 1-1/2 22 16d 8 16d 3100 3565 3880 1805

8 x 14 HD814 HU814 14 7-1/2 11-7/8 2-1/2 1-1/2 24 16d 12 16d 3385 3890 4230 2705

8 x 16 HD816 HU816 14 7-1/2 13-5/8 2-1/2 1-1/2 26 16d 12 16d 3665 4215 4465 2705

16 2 3-1/16 2 1-1/8 4 10d 2 10d x 1-1/2 465 535 580 360

16 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 1-1/2 695 800 870 725

16 2 4-15/16 2 1-3/16 6 16d 4 10d x 1-1/2 830 950 1035 725

16 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 800

16 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 1085

16 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 1085

16 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 440

16 4 4-11/16 2 1-1/8 8 10d 4 16d 930 1065 1160 885

16 4 4-11/16 2 1-1/8 8 16d 4 16d 1105 1270 1380 885

16 4 8-3/16 2 2 14 10d 6 16d 1625 1870 2030 1325

16 4 8-3/16 2 2 14 16d 6 16d 1930 2220 2415 1325

16 6 5 2 1 8 10d 4 16d 930 1065 1160 88516 6 5 2 1 8 16d 4 16d 1105 1270 1380 885

16 6 9 2 1 14 10d 6 16d 1625 1870 2030 132516 6 9 2 1 14 16d 6 16d 1930 2220 2415 1325

3-1/8 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 1905

3-1/8 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 1905

5-1/8 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 1905

5-1/8 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 2285


5, F30, R5

5, F30, R5

5,F30,R5

5, F30, R5

5, R5

2, F20,R12

2, F20,R12

130

5, F30, R5

CodeRef.

Rough Lumber Sizes

USPStock No.

SteelGauge

DF-L / SP

Roof


Header Joist

Glulam Sizes

2, F20,R12

2, F20,R12

2, F20,R12

2, F20,R12

6 x 10 SUH610R U610R

6 x 8 SUH66R


4 x 10 SUH410R U410R

2 x 10 - 12 - 14 SUH210R LU210R-18, U210R

2 x 14 - 16 SUH214R

U66R

4 x 6 SUH44R U44R

4 x 8 SUH46R U46R

-- --

2 x 6 - 8 SUH26R LU26R-18, U26R

2 x 8 - 10 SUH28R LU28R-18

2 x 4 SUH24R LU24R-18, U24R

6 x 18

SUH66 U66

6 x 8

SUH66 U66

6 x 6

6 x 16

SUH610 U610

SUH610 U610

6 x 10

6 x 12

6 x 14


A

H

DW

Floor Uplift1


JUS46 LUS46 18 3-5/8 5 2 1 4 16d 4 16d 1015 1170 1220 1355

JUS48 LUS48 18 3-5/8 6-7/8 2 1 6 16d 4 16d 1290 1485 1615 1355

16 3-9/16 4-13/16 2 1-1/8 8 10d 4 10d 930 1065 1160 740

16 3-9/16 4-13/16 2 1-1/8 8 16d 4 10d 1105 1270 1380 740

HUS46 HUS46 14 3-5/8 5 2 1 4 16d 4 16d 1030 1185 1290 1115

HUS48 HUS48 14 3-5/8 7 2 1 6 16d 6 16d 1550 1780 1935 1810

HD46 HU46 14 3-9/16 4-15/16 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140

HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140

JUS48 LUS48 18 3-5/8 6-7/8 2 1 6 16d 4 16d 1290 1485 1615 1355

JUS410 LUS410 18 3-5/8 8-7/8 2 1 8 16d 6 16d 1800 2070 2250 1980

16 3-9/16 8-3/8 2 1-1/8 14 10d 6 10d 1625 1870 2030 1115

16 3-9/16 8-3/8 2 1-1/8 14 16d 6 10d 1930 2220 2415 1115

HUS48 HUS48 14 3-5/8 7 2 1 6 16d 6 16d 1550 1780 1935 1810

HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140 5, F30, R5

HUS410 HUS410 14 3-5/8 8-7/8 2 1 8 16d 8 16d 2065 2375 2580 2210

HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30, R5


JUS410 LUS410 18 3-5/8 8-7/8 2 1 8 16d 6 16d 1800 2070 2250 1980

16 3-9/16 8-3/8 2 1-1/8 14 10d 6 10d 1625 1870 2030 1115

16 3-9/16 8-3/8 2 1-1/8 14 16d 6 10d 1930 2220 2415 1115

HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140 5, F30, R5

HUS410 HUS410 14 3-5/8 8-7/8 2 1 8 16d 8 16d 2065 2375 2580 2210

HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30, R5


HUS412 HUS412 14 3-5/8 10-7/8 2 1 10 16d 10 16d 2580 2965 3225 3060


HD412 HU412 14 3-9/16 10-13/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 5, F30, R5

JUS414 LUS414 18 3-5/8 12-7/8 2 1 12 16d 6 16d 2345 2700 2935 1980 6, F15, R13

16 3-9/16 10-1/16 2 1-1/8 16 10d 6 10d 1855 2135 2320 1115

16 3-9/16 10-1/16 2 1-1/8 16 16d 6 10d 2210 2540 2760 1115

HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F30, R5


HUS412 HUS412 14 3-5/8 10-7/8 2 1 10 16d 10 16d 2580 2965 3225 3060


HD412 HU412 14 3-9/16 10-13/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905

HD414 HU414 14 3-9/16 12-13/16 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905

JUS414 LUS414 18 3-5/8 12-7/8 2 1 12 16d 6 16d 2345 2700 2935 1980 6, F15, R13

16 3-9/16 10-1/16 2 1-1/8 16 10d 6 10d 1855 2135 2320 111516 3-9/16 10-1/16 2 1-1/8 16 16d 6 10d 2210 2540 2760 1115


HD414 HU414 14 3-9/16 12-13/16 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905

HD416 HU416 14 3-9/16 14-13/16 2-1/2 1-1/8 26 16d 12 10d 3665 4215 4570 2285 HD414 HU414 14 3-9/16 12-13/16 2-1/2 1-1/8 24 16d 10 10d 3385 3890 4230 1905

HD416 HU416 14 3-9/16 14-13/16 2-1/2 1-1/8 26 16d 12 10d 3665 4215 4570 2285 HD418 -- -- 14 3-9/16 16-1/2 2-1/2 1-1/4 28 16d 8 10d 3950 4540 4570 1425


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Heavy-Duty Top Mount Hangers – HDO series


H

DW

1 1/4˝

TF

HDO28-2

Typical HDO skewedoption installation

Typical HDO410IFinverted flange installation

Specialty Options Chart – refer to Specialty Options pages 194-195 for additional details.

Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3Inverted Flange

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 on joist in all applications and web stiffeners with I-joists.

Range


Ex. HDO610IF

AllowableLoads

Ordering


than 15˚.

100% of table load


than 15˚.



to product number.Ex. HDO210-SK45R


1˚ to 67-1/2˚ when width is 1-3/4˝ or less.1˚ to 50˚ on all others.

1˚ to 45˚ See Sloped Seat and Skewed

See Sloped Seat and Skewed.Ex. HDO210-SK45RSL30D


to product number.Ex. HDO210-SL30D

Primarily used to hang joists or headers in medium load conditions. These hangers provide higher load values with less nailing.


Options: All nominal lumber sizes are available for rough/fullsize lumber. See Specialty Options Chart.


Installation:• 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 for hangeroptions.

Installation:• Use all specified fasteners. See Product Notes, page 11.• NA20D nails are supplied with KHW hangers.• For welded installations see page 198.• KHW models are not recommended for use with LVL, PSL,or LSL members.

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1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com

2 1/2˝

D

H

L

KHW46

Typical KHW46installation

Typical SW210installation

SW210

2 1/2˝ L

H

DW

Welded Top Flange Hangers – KHW, SW, & SWH series

Header Joist DF-L / SP S-P-F

SW 2X (2) 10d x 1-1/2 (2) 10d x 1-1/2 1635 11152X (2) 10d x 1-1/2 (2) 10d 2600 1770

3X (2) 16d x 2-1/2 (2) 10d 3350 2280

KHW 3X (4) 16d x 2-1/2 (2) 10d 5180 3525

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) 16d x 2-1/2 nails are 8 gauge (0.162˝ diameter) by 2-1/2˝ long. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails. 4) Listed loads shall not be increased.


SWH

USPStock No.

NailerSize


Nailer Installation Chart – chart represents maximum allowableloads for hangers used on wood nailers. Reference page 115.

Option Skewed1 Sloped Seat2 Sloped / Skewed 1,2 Sloped Top Flange3Saddle Ridge

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) Sloped top flanges with greater than 15° may have additional header nails.

Top Flange Offset

Add OS,andright (R)or left (L),to product number.Ex. SW212-OSL

% of table load:60%75%85%

100% of table loadper side

Hanger Width3-1/2˝ or less

3-9/16˝ to 5-1/2˝5-9/16˝ to 7-1/2˝

100% of table load

Add SK, angle required,and right (R)or left (L),

to product number.Ex. SW212-SK45R


to product number.Ex. SW212-SL30D

See Sloped Seatand Skewed.

Ex. SW212-SK45RSL30D

Add SF,angle required,and right (R)or left (L),

to product number.Ex. SW212-SF30L


to product number.Ex. SW212-SA=5-1/2˝

Add DA,angle required

to product number.Ex. SW212-DA30

100% of table load 100% of table loadReduce allowabletable loads using

straight-line interpolation

1˚ to 45˚ 0° to 35° -- -- 0° to 45° -- --See Sloped Seat

and SkewedRange

AllowableLoads

Ordering

1˚ to 84˚

100% of table load


2 1/2˝

L

H

DW

SWH410

SW – 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 available

for rough/full size lumber. See Specialty Options below.


These 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-1280, FL11664, LA City RR 25749


Light Gauge Purlin Hangers – HL seriesTF

H

DW

HL210

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Top Mount Hanger Charts

Floor Uplift1,2

Ref. No. W H D L TF Top Face Type Qty Type 100% 115% 125% 160%

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 5, F30, R5

HL26 JB26, LB26 18 1-9/16 5-3/8 1-1/2 -- -- 1-5/16 2 4 16d 2 prongs 1270 1270 1270 -- -- 2, F20, R12

SW26 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 -- -- 8, F14, R9

HDO26 HU26TF 12 1-9/16 5-3/8 2-1/4 -- -- 2-1/2 4 6 16d 4 10d x 1-1/2 2590 2615 2615 770 5, F30, R5


SW28 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 -- -- 8, F14, R9

HDO28 HU28TF 12 1-9/16 7-1/8 2-1/4 -- -- 2-1/2 4 6 16d 4 10d x 1-1/2 2590 2660 2710 755 5, F30, R5

HL210 JB210, LB210 18 1-9/16 9-5/16 2 -- -- 1-5/16 2 4 16d 2 prongs 1590 1590 1590 -- -- 2, F20, R12

SW210 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 -- -- 8, F14, R9

HDO210 HU210TF 12 1-9/16 9-1/8 2-1/4 -- -- 2-1/2 4 8 16d 4 10d x 1-1/2 2590 2660 2710 725 5, F30, R5


SW212 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 -- -- 8, F14, R9

HDO212 HU212TF 12 1-9/16 11 2-1/4 -- -- 2-1/2 4 10 16d 6 10d x 1-1/2 2355 2355 2355 1150 5, F30, R5

HL214 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, R12

SW214 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 -- -- 8, F14, R9

HDO214 HU214TF 12 1-9/16 13 2-1/4 -- -- 2-1/2 4 12 16d 6 10d x 1-1/2 2830 2935 3010 1050 5, F30, R5

SW216 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 -- -- 8, F14, R9

HDO216 HU216TF, LB216 12 1-9/16 15 2-1/4 -- -- 2-1/2 4 14 16d 8 10d x 1-1/2 3070 3215 3310 1535 5, F30, R5

3 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 315 5, F30, R5

SW36 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 -- -- 8, F14, R9

HDO36 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 770 5, F30, R5

SW38 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 -- -- 8, F14, R9

HDO38 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 5, F30, R5

SW310 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 -- -- 8, F14, R9

HDO310 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 1150 5, F30, R5

SWH312 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 -- -- 8, F14, R9

HDO312 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 1150 5, F30, R5

SWH314 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 -- -- 8, F14, R9

HDO314 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 5, F30, R5

SWH316 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 -- -- 8, F14, R9

HDO316 B316, HU316TF 12 2-9/16 15 2-1/2 -- -- 2-1/2 4 16 16d 8 10d x 1-1/2 4865 5010 5105 1535 5, F30, R5

(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 5, F30, R5

SWH26-2 WNP26-2 7/12 3-1/8 5-3/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9

HDO26-2 HU26-2TF, HUS26-2TF

12 3-1/8 5-3/8 2-1/4 -- -- 2-1/2 4 6 16d 4 10d 3050 3050 3050 815 5, F30, R5

SWH28-2 WNP28-2 7/12 3-1/8 7-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9


12 3-1/8 7-1/8 2-1/4 -- -- 2-1/2 4 8 16d 4 10d 3825 3825 3825 815 5, F30, R5

SWH210-2 WNP210-2 7/12 3-1/8 9-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9


12 3-1/8 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 10d 4565 4565 4565 1220 5, F30, R5

1) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) HL, KHW, SW, and SWH products do not provide uplift resistance, except for the HL214. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails, 1-5/8˝ for 16d nails, and 2˝ for NA20D nails. 4) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 5) NA20D nails are 6 gauge (0.192˝ diameter) by 2-1/2˝ long and are included with KB, KHB, and KHW hangers. 6) KHW Glulam load values are based on 560 psi perpendicular to grain loading.

Dimensions Fastener Schedule3,4 Allowable Loads (Lbs.)5

Header Joist DF-L / SP

Beam/Joist Size

SteelGauge

Qty RoofUSPStock No.

2 x 6

2 x 8

2 x 10

2 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

CodeRef.


USP2173-111

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Top Mount Hanger Charts continued

Floor Uplift1,2

Ref. No. W H D L TF Qty Type Qty Type 100% 115% 125% 160%

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 -- -- 8, F14, R9


12 3-1/8 11 2-1/2 -- -- 2-1/2 4 12 16d 6 10d 4880 5230 5465 1220 5, F30, R5

SWH214-2 WNP214-2 7/12 3-1/8 13-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9


12 3-1/8 13 2-1/2 -- -- 2-1/2 4 14 16d 8 10d 5175 5410 5410 1625 5, F30, R5

SWH216-2 WNP216-2 7/12 3-1/8 15-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9

HDO216-2 HU216-2TF 12 3-1/8 15 2-1/2 -- -- 2-1/2 4 16 16d 8 10d 5475 5855 5960 1625 5, F30, R5

4 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 405 5, F30, R5

SW46 W46 12 3-9/16 5-3/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d 2520 2520 2520 -- -- 8, F14, R9

HDO46 HU46TF, HUS46TF

12 3-9/16 5-3/8 2-1/4 -- -- 2-1/2 4 6 16d 4 10d 3050 3050 3050 815 5, F30, R5

KHW46 HW46 3/10 3-9/16 5-3/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

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 -- -- 8, F14, R9

HDO48 B48, BA48, HU48TF, HUS48TF

12 3-9/16 7-1/8 2-1/4 -- -- 2-1/2 4 8 16d 4 10d 3825 3825 3825 815 5, F30, R5

KHW48 HW48 3/10 3-9/16 7-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

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 -- -- 8, F14, R9

HDO410 B410, HU410TF, HUS410TF

12 3-9/16 9-1/8 2-1/4 -- -- 2-1/2 4 10 16d 6 10d 4565 4565 4565 1220 5, F30, R5

SWH410 -- -- 7/12 3-9/16 9-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9

KHW410 HW410 3/10 3-9/16 9-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

HDO412 B412, HU412TF, HUS412TF

12 3-9/16 11 2-1/4 -- -- 2-1/2 4 12 16d 6 10d 4880 5230 5465 1220 5, F30, R5

SWH412 WNP412 7/12 3-9/16 11-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9

KHW412 HW412 3/10 3-9/16 11-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

HDO414

B414, HHB414, HU414TF, HUI414TF, HUS414TF

12 3-9/16 13 2-1/2 -- -- 2-1/2 4 14 16d 8 10d 5175 5410 5410 1625 5, F30, R5

SWH414 WNP414 7/12 3-9/16 13-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9

KHW414 HW414 3/10 3-9/16 13-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

HDO416 B416, HHB416, HU416TF

12 3-9/16 15 2-1/2 -- -- 2-1/2 4 16 16d 8 10d 5475 5915 6210 1625 5, F30, R5

SWH416 WNP416 7/12 3-9/16 15-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9

KHW416 HW416 3/10 3-9/16 15-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

(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 5, F30, R5

(3) 2 x 12 HDO212-3 HU212-3TF 12 4-11/16 11 2-1/2 -- -- 2-1/2 4 12 16d 6 16d 4880 5230 5465 1430 5, F30, R5

1) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) HL, KHW, SW, and SWH products do not provide uplift resistance, except for the HL214. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails, 1-5/8˝ for 16d nails, and 2˝ for NA20D nails. 4) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 5) NA20D nails are 6 gauge (0.192˝ diameter) by 2-1/2˝ long and are included with KB, KHB, and KHW hangers. 6) KHW Glulam load values are based on 560 psi perpendicular to grain loading.


Header Joist DF-L / SP


Roof

4 x 6

USPStock No.

(2) 2 x 14

(2) 2 x 16

(2) 2 x 12

4 x 16

4 x 8

4 x 10

4 x 12

4 x 14

CodeRef.

Beam/Joist Size

SteelGauge



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Floor Uplift1


(3) 2 x 14 HDO214-3 HU214-3TF 12 4-11/16 13 2-1/2 -- -- 2-1/2 4 14 16d 8 16d 5175 5410 5410 1710 5, F30, R5

(3) 2 x 16 HDO216-3 HU216-3TF 12 4-11/16 15 2-1/2 -- -- 2-1/2 4 16 16d 8 16d 5475 5915 6210 1905 5, F30, R5

HDO66 HU66TF 12 5-1/2 5-3/8 2-1/2 -- -- 2-1/2 4 6 16d 4 16d 3050 3050 3050 955 5, F30, R5

SWH66 WNP66 7/12 5-1/2 5-3/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9

KHW66 HW66 3/10 5-1/2 5-3/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

HDO68 HHB68, HU68TF 12 5-1/2 7-1/8 2-1/2 -- -- 2-1/2 4 8 16d 4 16d 3825 3825 3825 955 5, F30, R5

SWH68 WNP68 7/12 5-1/2 7-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9

KHW68 HW68 3/10 5-1/2 7-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

HDO610 B610, HHB610, HU610TF

12 5-1/2 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 16d 4565 4565 4565 1430 5, F30, R5

SWH610 WNP610 7/12 5-1/2 9-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9

KHW610 HW610 3/10 5-1/2 9-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

HDO612 B612, HHB612, HU612TF

12 5-1/2 11 2-1/2 -- -- 2-1/2 4 12 16d 6 16d 4880 5230 5465 1430 5, F30, R5

KHW612 HW612 3/10 5-1/2 11-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

HDO614 B614, HHB614, HU614TF

12 5-1/2 13 2-1/2 -- -- 2-1/2 4 14 16d 8 16d 5175 5410 5410 1710 5, F30, R5

KHW614 HW614 3/10 5-1/2 13-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

HDO616 B616, HHB616, HU616TF

12 5-1/2 15 2-1/2 -- -- 2-1/2 4 16 16d 8 16d 5475 5915 6210 1905 5, F30, R5

KHW616 HW616 3/10 5-1/2 15-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

8 x 6 KHW86 HW86 3/10 7-1/2 5-3/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

8 x 8 KHW88 HW88 3/10 7-1/2 7-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

8 x 10 KHW810 HW810 3/10 7-1/2 9-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

8 x 12 KHW812 HHB812, HW812 3/10 7-1/2 11-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9



2-1/2 glulam KHW26 -- -- 3/10 2-11/16 specify 4 10 2-1/2 4 -- -- NA20D 2 10d x 1-1/2 5295 5295 5295 -- -- 8, F14, R9

3-1/8 glulam KHW3 HW3.25 3/10 3-1/4 specify 3 10 2-1/2 4 -- -- NA20D 2 10d 5295 5295 5295 -- -- 8, F14, R9

5-1/8 glulam KHW5 HW5.25 3/10 5-1/4 specify 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5295 5295 5295 -- -- 8, F14, R9

1) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-1/2˝ for 10d nails, 1-5/8˝ for 16d nails, and 2˝ for NA20D nails. 3) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 4) NA20D nails are 6 gauge (0.192˝ diameter) by 2-1/2˝ long and are included with KB, KHB, and KHW hangers. 5) KHW Glulam load values are based on 560 psi perpendicular to grain loading. 6) Consult USP for additional Glulam sizes.

Fastener Schedule2,3,4,5 Allowable Loads (Lbs.)6

Header Joist

6 x 8

Dimensions

SteelGauge

RoofUSPStock No.

6 x 6

CodeRef.

DF-L / SP

Beam/Joist Size

Glulam Sizes6

6 x 10

6 x 12

6 x 14

6 x 16

USP2173-111

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Multi-Purpose Joist Hangers – JH series

TF

WD

H

B

Raiseddimple allows

30º to 45˚nailing

JH20

A 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-1465, FL817

Installation:• Use all specified fasteners. See Product Notes, page 11.• The LS can be field adjusted to slopes from 0° to 30° down.

W3˝

H

LS268

Floor Uplift1

Ref. No. W H Qty Type Qty Type 100% 115% 125% 160%

7 10d x 1-1/2 7 10d x 1-1/2 785 900 980 675

7 16d 7 10d x 1-1/2 960 1105 1170 675

9 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 1035

1) Uplift loads are increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 3) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long.

Dimensions


Fastener Schedule2,3Allowable Loads (Lbs.)

CodeRef.

11, F12

JoistSize

USPStock No.

SteelGauge

Roof

2 x 6 - 8 LS268 -- -- 18 1-9/16 5-1/2

2 x 10 LS210 -- -- 18 1-9/16 7-7/8

Header Top Face Floor Uplift1

Joist Size Ref. No. 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 12851-7/16 2 x 8 2 8 10d 6 10d 2540 2765 2900 1285

7/16 2 x 10 2 12 10d 6 10d 2270 2565 2760 1285-- -- 2 x 12 -- -- 14 10d 6 10d 2185 2510 2730 1285

1) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Nails must be driven at a 30° to 45˚ angle through the joist or truss into header to achieve the table loads. 3) 16d sinkers (9 gauge x 3-1/4˝ long) may be used where 10d commons are specified with no reduction in load.

DF-L / SP


JoistHeader


5-1/82-1/4

USPStock No.

SteelGauge

Dimensions

CodeRef.

8, F14, R9 2 x 6 - 12 JH20 -- -- 18

Roof

1-9/16 10-1/16

Light Slope Hangers – LS series

Typical LS268installation

These 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, or combination applications.

Materials: 18 gaugeFinish: G90 galvanizingCodes: ESR-2104, FL820, LA City RR 25745

Installation:• 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 load values.• If installing in top mount configuration, field bend top flange overheader.• 16d sinkers (9 gauge x 31/4˝) may be used where 10d commonare specified with no load reduction.


faster installation



Floor Uplift1


(3) 2 x 14 HDO214-3 HU214-3TF 12 4-11/16 13 2-1/2 -- -- 2-1/2 4 14 16d 8 16d 5175 5410 5410 1710 5, F30, R5

(3) 2 x 16 HDO216-3 HU216-3TF 12 4-11/16 15 2-1/2 -- -- 2-1/2 4 16 16d 8 16d 5475 5915 6210 1905 5, F30, R5

HDO66 HU66TF 12 5-1/2 5-3/8 2-1/2 -- -- 2-1/2 4 6 16d 4 16d 3050 3050 3050 955 5, F30, R5

SWH66 WNP66 7/12 5-1/2 5-3/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9

KHW66 HW66 3/10 5-1/2 5-3/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

HDO68 HHB68, HU68TF 12 5-1/2 7-1/8 2-1/2 -- -- 2-1/2 4 8 16d 4 16d 3825 3825 3825 955 5, F30, R5

SWH68 WNP68 7/12 5-1/2 7-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9

KHW68 HW68 3/10 5-1/2 7-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

HDO610 12 5-1/2 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 16d 4565 4565 4565 1430 5, F30, R5

SWH610 WNP610 7/12 5-1/2 9-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 3305 3305 3305 -- -- 8, F14, R9

KHW610 HW610 3/10 5-1/2 9-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

HDO612 12 5-1/2 11 2-1/2 -- -- 2-1/2 4 12 16d 6 16d 4880 5230 5465 1430 5, F30, R5

KHW612 HW612 3/10 5-1/2 11-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

HDO614 12 5-1/2 13 2-1/2 -- -- 2-1/2 4 14 16d 8 16d 5175 5410 5410 1710 5, F30, R5

KHW614 HW614 3/10 5-1/2 13-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

HDO616 12 5-1/2 15 2-1/2 -- -- 2-1/2 4 16 16d 8 16d 5475 5915 6210 1905 5, F30, R5

KHW616 HW616 3/10 5-1/2 15-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

8 x 6 KHW86 HW86 3/10 7-1/2 5-3/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

8 x 8 KHW88 HW88 3/10 7-1/2 7-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9

8 x 10 KHW810 HW810 3/10 7-1/2 9-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9




2-1/2 glulam KHW26 -- -- 3/10 2-11/16 specify 4 10 2-1/2 4 -- -- NA20D 2 10d x 1-1/2 5295 5295 5295 -- -- 8, F14, R9

3-1/8 glulam KHW3 HW3.25 3/10 3-1/4 specify 3 10 2-1/2 4 -- -- NA20D 2 10d 5295 5295 5295 -- -- 8, F14, R9

5-1/8 glulam KHW5 HW5.25 3/10 5-1/4 specify 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5295 5295 5295 -- -- 8, F14, R9

1) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-1/2˝ for 10d nails, 1-5/8˝ for 16d nails, and 2˝ for NA20D nails. 3) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 4) NA20D nails are 6 gauge (0.192˝ diameter) by 2-1/2˝ long and are included with KB, KHB, and KHW hangers. 5) KHW Glulam load values are based on 560 psi perpendicular to grain loading. 6) Consult USP for additional Glulam sizes.

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Skewed 45° Hangers – SKH & SKHH series

Floor Uplift1Floor Uplift1

Beam / Joist Size Ref. No. 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 1-1/2 510 510 510 565 475 510 510 565 5, F30, R5

SKH26L/R SUR/L26 6 16d 6 10d x 1-1/2 SKH26L/R-GC -- -- 6 N16C-GC 6 N10-GC

2 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 1240

SKH210L/R SUR/L210, SUR/L214

14 16d 10 10d x 1-1/2

SKH210L/R-GC -- -- 14 N16C-GC 10 N10-GC

1 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 1550

1-3/4 x 11-1/4 - 18 SKH1724L/R SUR/L1.81/11, SUR/L1.81/14

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 1550

2 - 2-1/8 x 9-1/4 - 14 SKH2020L/R SURI/LI2.06/9, SUR/L2.1/9 16 2-1/8 9 1-7/8 14 10d 10 10d x 1-1/2 1625 1870 2030 1565 1400 1610 1750 1550

2 - 2-1/8 x 11-1/4 - 18 SKH2024L/R SUR/L2.06/11, SUR/L2.1/11

16 2-1/8 11 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1600 1840 2000 1550

2-1/4 - 2-5/16 x 9-1/4 - 14

SKH2320L/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 1550

2-1/4 - 2-5/16 x 11-1/4 - 18

SKH2324L/R SUR/L2.37/11, SUR/L2.37/14

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 1550

3 x 6 - 8 SKH36L -- -- 16 2-9/16 4-3/4 1-3/8 6 16d 6 10d x 1-1/2 830 950 1025 1085 715 820 895 930

3 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 1240 3 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 1550

3 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 1550

2-1/2 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 1550

2-1/2 x 11-1/4 - 16 SKH2524L/R SUR/L2.56/11, SUR/L2.56/14

16 2-9/16 10-3/4 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1600 1840 2000 1550

2-5/8 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 1550 2-5/8 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 1550

1) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails and N10-GC are 9 gauge (0.148˝ diameter) by 1-1/2˝" long. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d and N16C-GC nails.

1-9/16 9-1/4 1-7/8 1665 1550

930

1790 1790 1790 1565

1085 715

1790 1790

1-9/16 5-1/4 1-7/8

Dimensions

890890 890


DF-L / SP

Roof

Header Joist


Roof

S-P-F

2 x 6 - 8

2 x 10 - 12 - 14

SteelGauge

16

16

CodeRef.

USPStock No.

5,F30,R5

5, F6,F30, D3, R5

830 820

SKH26LLeft skew


SKH – Standard 45° skew hanger allows for a 40° to 50° skew range, without hanger modification.

SKHH – For heavier applications.

Materials: 14 or 16 gaugeFinish: G90 galvanizing; SKH26L/R-GC & SKH210L/R-GC – Gold Coat

Options: SKH26L/R, SKH28L/R, & SKH210L/R 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, addSS to stock number, as in SKH26L-SS.

Codes: ESR-1781, FL13285, Dade County, FL 07-0214.20, FL570, L.A. City RR 25843

Installation:• 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 footnote identified 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.

Drive nailsat angle

Left skewRight skew

SKH26RRight skew

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Skewed 45° Hangers – SKH & SKHH series continued


H

DW

H

DW

SKHH210L

WD

H

SKH210L



(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 1280

(2) 2 x 10 - 12 - 14 SKH210L/R-2 * SUR/L210-2, SUR/L214-2

16 3-1/16 8-1/2 1-3/8 14 16d 10 10d 1930 2220 2415 1565 1665 1915 2085 1565

3-1/2 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 1565

3-1/2 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 1565

4 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 1160 4 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 1565

4 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 1565

(2) 2 - 2-1/8 x 9-1/4 - 14

SKH2020L/R-2 * HSUR/L4.12/9, HSUR/L4.28/9 14 4-3/16 9-1/4 3-1/2 14 10d 10 10d 1665 1915 2085 1905 1440 1660 1805 1650

(2) 2 - 2-1/8 x 11-1/4 - 18

SKH2024L/R-2 *

HSUR/L4.12/11, HSUR/L4.12/14, HSUR/L4.12/16, HSUR/L4.28/11

14 4-3/16 11-1/4 3-1/2 16 10d 10 10d 1905 2190 2380 1905 1650 1895 2060 1650

(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 1650

(2) 2-5/16 x 11-1/4 - 18

SKH2324L/R-2 * HSUR/L4.75/11, HSUR/4.75/14, HSUR/4.75/16

14 4-7/8 11-1/4 3-1/2 16 10d 10 10d 1905 2190 2380 1905 1650 1895 2060 1650

(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 1650

(2) 2-1/2 x 11-1/4 - 16 SKH2524L/R-2 * HSUR/L5.12/11, HSUR/L5.12/14, HSUR/L5.12/16

14 5-1/8 11-1/4 3-1/2 16 10d 10 10d 1905 2190 2380 1905 1650 1895 2060 1650

2 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 1900 2 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 2535

2 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 - 8 SKHH26L/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 775

(2) 2 x 10 - 12 - 14 SKHH210L/R-2 HSUR/L210-2, HSUL214-2

14 3-1/16 8-1/2 2 20 16d 6 16d x 2-1/2 2800 3220 3500 1345 2420 2785 3025 1160

4 x 6 - 8 SKHH46L/R HSUR/L46 14 3-9/16 5-1/4 2-1/2 12 16d 6 16d 1680 1930 2100 1345 1450 1670 1815 1160

4 x 10 - 12 - 14 SKHH410L/R HSUR/L410 14 3-9/16 8-1/2 2-1/2 20 16d 10 16d 2800 3220 3500 2240 2420 2785 3025 1935 4 x 14 - 16 - 18 SKHH414L/R HSUR/L414 14 3-9/16 12-1/2 2-1/2 26 16d 10 16d 3640 4185 4550 2240 3145 3620 3935 1935

1) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝" long. 3) 16d x 2-1/2 nails are 8 gauge (0.162˝ diameter) by 2-1/2˝ long. 4) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. *Miter cut required on end of joist to achieve design loads.

Dimensions Fastener Schedule2,3,4Allowable Loads (Lbs.)

DF-L / SP S-P-FHeader Joist

RoofRoofSteelGauge

130

5,F30,R5

USPStock No.

CodeRef.

H

DWWD

H

SKH210R SKHH210L-2 SKH2520R-2

Typical SKH2520R-2staggered I-Joist installation

Right skew

Typical SKH26LinstallationLeft skew

Floor


2 x 4 SKH24L/R SUR/L24 16 1-9/16 3-1/4 1-7/8 4 16d 4 10d x 1-1/2 510 510 510 565 475 510 510 565 5, F30, R5

SKH26L/R SUR/L26 6 16d 6 10d x 1-1/2 SKH26L/R-GC -- -- 6 N16C-GC 6 N10-GC

2 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 1240

SKH210L/R 14 16d 10 10d x 1-1/2

SKH210L/R-GC -- -- 14 N16C-GC 10 N10-GC

1 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 1550

1-3/4 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 1550

2 - 2-1/8 x 9-1/4 - 14 SKH2020L/R 16 2-1/8 9 1-7/8 14 10d 10 10d x 1-1/2 1625 1870 2030 1565 1400 1610 1750 1550

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 1550

SKH2320L/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 1550

SKH2324L/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 1550

3 x 6 - 8 SKH36L -- -- 16 2-9/16 4-3/4 1-3/8 6 16d 6 10d x 1-1/2 830 950 1025 1085 715 820 895 930

3 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 1240 3 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 1550

3 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 1550

2-1/2 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 1550

2-1/2 x 11-1/4 - 16 SKH2524L/R 16 2-9/16 10-3/4 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1600 1840 2000 1550

2-5/8 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 1550 2-5/8 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 1550

Typical KFinstallation

Typical PHG26installation

KF – Fastens to joist ends quickly with nails.

PHG – Features a gripper design to hold the joist in place without nailing during the assembly process.


L.A. City RR 25749

Installation:• 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 top flange.• Use locator window to center hanger on purlin center line.• KF & PHG – These hangers do not provide uplift resistance.

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Installation:• 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° anglethrough the purlin into the header to achieve listedloads. Standard length “double shear” nailsmust be used to achieve listed load values.• 16d sinkers (9 gauge x 31/4˝ ) may be used where10d commons are specified with no load reduction.

Top Face Floor Uplift1Floor Uplift1

Ref. No. W H TF Qty Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

2 -- -- 10d 2 10d 1070 1070 1070 315 800 800 800 235

2 2 10d 2 10d 1275 1275 1275 470 950 950 950 350

2 -- -- 10d 2 10d 1070 1070 1070 315 800 800 800 2352 2 10d 2 10d 1275 1275 1275 470 950 950 950 350

1) 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. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails.

20 3-3/8

5-3/8

1-9/16

2 x 6 JPF26 PF26 20

2 x 4 JPF24 PF24


DF-L / SP S-P-FHeader2

Joist

Fastener Schedule3

11, F12

Roof CodeRef.

PurlinSize

USPStock No.

SteelGauge

Roof

1-9/16

1-1/16

1-1/16

Double shear nail design features fewer nails and

faster installation



Panel Hangers – KF & PHG series


TF

H

W D

Locatorwindows

KF

TF

H

W D

Locatorwindows

PHG26

DF-L / SP

Ref. No. W H D TF5 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 -- -- -- -- 580

2 x 6 PHG26 F26P, HF26N 18 1-9/16 5-3/8 1 1-1/16 2 10d -- -- -- -- 650

3 x 4 PHG34 HF34N 18 2-9/16 3-1/2 1 1-1/8 2 10d -- -- -- -- 650 3 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 -- -- -- -- 650

4 x 4 KF44 F44 18 3-9/16 3-3/8 1 1-1/8 2 10d 1 10d x 1-1/2 695

4 x 6 KF46 F46 18 3-9/16 5-3/8 1 1-1/8 2 10d 1 10d x 1-1/2 810

Joist SizeUSP

Stock No.Steel

Gauge

Dimensions

2,F20,R12

Joist

Fastener Schedule2,3Allowable

Loads (Lbs.)1Header

CodeRef.

Purlin Hangers – JPF series

Typical JPF24back-to-back installation

TF

H

W 1 1/2˝

Raiseddimple allows30º to 45˚nailing

JPF24

Typical JPF24installation

1) Loads listed are per side. 2) Minimum nail embedment shall be 1-5/16˝ for 8d nails and 1-1/2˝ for 10d nails. 3) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long.

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Purlin Hangers – JDS series

JDS24S

JDS26(JDS24 similar)

JDS26-175installation

JDS26-175


Installation:• 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 JDS26installation

TF

H

W

TF

H

WTypical JDS24Sinstallation

Starburst prongfor temporary attachment to truss

Double shear nail design features fewer nails and

faster installation


NEW &IMPROVEDSADDLE DESIGNStarburst prong

for temporary attachment to

truss

Raised dimpleallows 30˚ to

45˚ nailing

Top opening ofstarburst prong

provides a witness hole

Top Face Floor Uplift1

Ref. No. W H TF Qty Qty Type Qty Type 100% 115% 125% 160%

JDS24S Min 1 2 10d x 1-1/2 2 10d x 1-1/2 480 480 480 180

JDS24S Max 2 -- -- 10d x 1-1/2 2 10d 575 575 575 340 JDS26S Min 1 2 10d x 1-1/2 4 10d x 1-1/2 550 550 550 300

JDS26S Max 2 -- -- 10d x 1-1/2 4 10d 775 830 835 390

JDS24 Min 2 4 10d x 1-1/2 2 10d x 1-1/2 960 960 960 360

JDS24 Max 4 -- -- 10d x 1-1/2 4 10d 1155 1155 1155 680

JDS26-175 -- -- 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 595

JDS26 Min 2 4 10d x 1-1/2 4 10d x 1-1/2 1105 1105 1105 595 JDS26 Max 4 -- -- 10d x 1-1/2 8 10d 1575 1670 1670 775

1) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails. New products or updated product information are designated in bold font.

2 x 6 saddle

Header


USPStock No.

SteelGauge

Dimensions

18

18

18

18

1-9/16

1-9/16

1-9/16

1-9/16 1-9/16

3-1/2

3-1/2

5-1/2

5-1/2 PFD26


CodeRef.

3/4

Each Purlin

Roof

DF-L / SP

110

3/4

1-9/16

PurlinSize

PF24A

PFD24

PF26A

2 x 4single

2 x 4saddle

2 x 6single

Raised dimpleallows 30˚ to

45˚ nailing

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Versatile 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 a variety of support materials.

Materials: Top Flange – 1/4˝ steel; Stirrup – 7 gaugeFinish: USP primer

Options: See Specialty Options Chart on page 107.Codes: 2031C, FL859

Installation:• 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.

H

W

3 1/2˝ 3 1/2˝

10˝

Typical HWUH410wood-to-wood installation

Typical HWUH410wood-to-masonry installationHWUH410

Floor Uplift4


6 10d 4 10d x 1-1/2 2265 2265 2265 930

2 1/2 x 6 Emb. J-Bolt 4 10d x 1-1/2 2265 2265 2265 930

6 10d 4 10d x 1-1/2 2265 2265 2265 9302 1/2 x 6 Emb. J-Bolt 4 10d x 1-1/2 2265 2265 2265 930

6 10d 4 10d x 1-1/2 2265 2265 2265 9302 1/2 x 6 Emb. J-Bolt 4 10d x 1-1/2 2265 2265 2265 930

6 10d 4 10d x 1-1/2 2265 2265 2265 930

2 1/2 x 6 Emb. J-Bolt 4 10d x 1-1/2 2265 2265 2265 9306 10d 4 10d x 1-1/2 2265 2265 2265 930

2 1/2 x 6 Emb. J-Bolt 4 10d x 1-1/2 2265 2265 2265 9306 10d 4 10d x 1-1/2 2265 2265 2265 930

2 1/2 x 6 Emb. J-Bolt 4 10d x 1-1/2 2265 2265 2265 930

6 10d 4 10d 3800 3800 3800 10352 1/2 x 6 Emb. J-Bolt 4 10d 3800 3800 3800 1035

6 10d 4 10d 3800 3800 3800 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 3800 3800 3800 10356 10d 4 10d 3800 3800 3800 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 3800 3800 3800 10356 10d 4 10d 3800 3800 3800 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 3800 3800 3800 1035

6 10d 4 10d 3800 3800 3800 10352 1/2 x 6 Emb. J-Bolt 4 10d 3800 3800 3800 1035

6 10d 4 10d 3800 3800 3800 10352 1/2 x 6 Emb. J-Bolt 4 10d 3800 3800 3800 1035

6 10d 4 10d 3800 3800 3800 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 3800 3800 3800 10356 10d 4 10d 3800 3800 3800 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 3800 3800 3800 10356 10d 4 10d 3800 3800 3800 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 3800 3800 3800 1035

6 10d 4 10d 3800 3800 3800 10352 1/2 x 6 Emb. J-Bolt 4 10d 3800 3800 3800 1035

6 10d 4 10d 3800 3800 3800 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 3800 3800 3800 10356 10d 4 10d 3800 3800 3800 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 3800 3800 3800 1035

CodeRef.

L1, F17

Dimensions

2 x 8 HWUH28 -- --

Beam/Joist Size

USPStock No.

2 x 4 - 6 -- -- 1-5/8 HWUH26


Roof

DF-L / SP


Header Joist

HWUH210 -- --

2 x 12 HWUH212 -- --

2 x 10

2 x 14 HWUH214 -- --

2 x 16 HWUH216 -- --

3 x 6 HWUH36 -- --

3 x 8 HWUH38 -- --

3 x 10 HWUH310 -- --

3 x 12 HWUH312 -- --

3 x 14 HWUH314 -- --

3 x 16 HWUH316 -- --

(2) 2 x 6 HWUH26-2 -- --

(2) 2 x 8 HWUH28-2 -- --

(2) 2 x 10 HWUH210-2 -- --

(2) 2 x 12 HWUH212-2 -- --

(2) 2 x 14 HWUH214-2 -- --

(2) 2 x 16 HWUH216-2 -- --

1-5/8

1-5/8

1-5/8

1-5/8

1-5/8

2-5/8

2-5/8

2-5/8

2-5/8

2-5/8

2-5/8

3-1/8

3-1/8

3-1/8

3-1/8

5-3/8

7-1/8

9-1/8

5-3/8

11

13

5-3/8

7-1/8

9-1/8

16

11

13

16

7-1/8

9-1/8

11

13

16

3-1/8

3-1/8


Heavy-Duty Welded Universal Hangers – HWUH series

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Floor Uplift4


6 NA21 4 10d 5165 5165 5165 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 10356 NA21 4 10d 5165 5165 5165 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 1035

6 NA21 4 10d 5165 5165 5165 10352 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 1035

6 NA21 4 10d 5165 5165 5165 10352 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 1035

6 NA21 4 10d 5165 5165 5165 10352 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 1035

6 NA21 4 10d 5165 5165 5165 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 10356 NA21 4 10d 5165 5165 5165 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 10356 NA21 4 10d 5165 5165 5165 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 1035

6 NA21 4 10d 5165 5165 5165 10352 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 1035

6 NA21 4 10d 5165 5165 5165 10352 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 1035

6 NA21 4 10d 5165 5165 5165 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 10356 NA21 4 10d 5165 5165 5165 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 10356 NA21 4 10d 5165 5165 5165 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 1035

6 NA21 4 10d 5165 5165 5165 10352 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 1035

6 NA21 4 10d 5165 5165 5165 10352 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 1035

6 NA21 4 10d 5165 5165 5165 10352 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 1035

6 NA21 4 10d 5165 5165 5165 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 10356 NA21 4 10d 5165 5165 5165 1035

2 1/2 x 6 Emb. J-Bolt 4 10d 5165 5165 5165 1035

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) NA21 nails are 6 gauge (0.192˝ diameter) by 1-3/4˝ long and are included with 4x, 6x, and 8x HWUH hangers.

4) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.

L1, F17

CodeRef.

3) Minimum nail embedment shall be 1-1/2˝ for 10d nails.

HWUH46 -- -- 3-9/16 5-3/8

4 x 8 HWUH48

4 x 6

4 x 10 HWUH410

-- --


Header Joist

-- --

4 x 12 HWUH412 -- --

4 x 14 HWUH414 -- --

4 x 16 HWUH416 -- --

6 x 6 HWUH66 -- --

6 x 8 HWUH68 -- --

6 x 10 HWUH610 -- --

6 x 12 HWUH612 -- --

6 x 14 HWUH614 -- --

6 x 16 HWUH616 -- --

8 x 6 HWUH86 -- --

8 x 8 HWUH88 -- --

8 x 10 HWUH810 -- --

8 x 12 HWUH812 -- --

8 x 14 HWUH814 -- --

8 x 16 HWUH816 -- --

7-1/8

9-1/8

Dimensions

9-1/8

11

13

11

13

16

5-3/8

16

3-9/16

3-9/16

3-9/16

3-9/16

3-9/16

5-1/2

5-1/2

5-1/2

7-1/8

7-1/2

5-1/2

5-1/2

5-1/2

7-1/2

7-1/2

5-3/8

7-1/8

9-1/8

11

13

16

7-1/2

7-1/2

7-1/2


DF-L / SP

Beam/Joist Size

USPStock No.

Roof

Option Skewed 1,3 Sloped Seat2,3 Sloped / Skewed1,2,3Top Flange Offset Saddle

Range 1˚ to 45˚ 1˚ to 45˚ 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 on joist in all applications.

-- --

AllowableLoads

Ordering

100% of table load


to product number.Ex. HWUH410-SK45R

100% of table load 100% of table load


3-9/16˝ to 5-1/2˝5-9/16˝ to 7-1/2˝

Add SA,and saddlewidth required

to product number.Ex. HWUH410-SA=5-1/2˝

% of tableload:60%75%85%


to product number.Ex. HWUH410-SL30D

See Sloped Seat and Skewed.Ex. HWUH410-SK45RSL30D

Add OS,and right (R)or left (L),to product number.Ex. HWUH410-OSL


Specialty Options Chart – refer to Specialty Options pages 194, 196-197 for additional details.

Heavy-Duty Welded Universal Hangers – HWUH series cont.


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Masonry Hangers – MPH series

Typical MPHdouble ply installation

Typical MPHsingle ply installation

Install with (2) 16dduplex nails ingrouted cells

Install with (2) 16dduplex nails ingrouted cells

These 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 (or attaching ledgers) to support joists or beams.


Options: All nominal lumber sizes are available forrough/full size lumber. See Specialty OptionsChart on page 109.


Installation:• 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.

Floor


2 x 10 MPH210 WM210, WM29.25 12 1-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645

2 x 12 MPH212 WM211.25, WM212 12 1-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645

2 x 14 MPH214 WM214 12 1-9/16 13-1/8 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 2 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, WM29.25-2 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 4280 3 x 10 MPH310 WM310 12 2-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 3240 3240 3240

3 x 12 MPH312 WM312 12 2-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 3240 3240 3240


4 x 10 MPH410 WM410 12 3-9/16 9-1/4 7 2 16d duplex 2 10d 4280 4280 4280 4 x 12 MPH412 WM412 12 3-9/16 11-1/4 7 2 16d duplex 2 10d 4280 4280 4280

4 x 14 MPH414 WM414 12 3-9/16 13-1/8 7 2 16d duplex 2 10d 4280 4280 4280


1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) Masonry compressive strength shall be minimum 1500 psi. 3) Duplex nails are No. 8 wire gauge (0.162˝ diameter) and 3-1/2˝ long, double headed nails and shall be installed in grouted cells in accordance to manufacturer's installation specifications. 4) Minimum nail embedment shall be 1-1/2˝ for 10d nails.

CodeRef.

5,F30, R5

Beam/Joist Size

USPStock No.

SteelGauge

Dimensions Allowable Loads (Lbs.)2

Roof

Masonry Joist


DF-L / SP


MPH

H

W

3 3/4˝

2 1/2˝

L

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Option Skewed1 Sloped Seat2 Sloped / Skewed1,2Top Flange Offset

Range 1˚ to 60˚ 1˚ to 45˚ 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.

See Sloped Seat and Skewed.Ex. MPH210-SK45RSL30D

Add OS,andright (R)or left (L),to product number.Ex. MPH210-OSL


Ordering

100% of table load

Add SK,angle required,and right (R)or left (L),

to product number.Ex. MPH210-SK45R


to product number.Ex. MPH210-SL30D


3-9/16˝ to 5-1/2˝5-9/16˝ to 7-1/2˝

% of table load:60%75%85%

-- --

AllowableLoads

Floor


3-1/8 x glulam MPH325 -- -- 12 3-1/4 specify 7 2 16d duplex 2 10d 4280 4280 4280

5-1/8 x glulam MPH525 -- -- 12 5-1/4 specify 7 2 16d duplex 2 10d 4280 4280 4280

1) Masonry compressive strength shall be minimum 1500 psi. 2) Duplex nails are No. 8 wire gauge (0.162˝ diameter) and 3-1/2˝ long, double headed nails and shall be installed in grouted cells in accordance to manufacturer's installation specifications. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails.

CodeRef.

5, F30,R5


Masonry


Joist

Roof

DF-L / SP

Beam/Joist Size

USPStock No.

SteelGauge

Dimensions

Glulam sizes


Floor Uplift1 Floor Uplift1

Ref. No. W Qty Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

UMH358 MBHU3.56/16KT, MBHU3.56/18KT

3-5/8

UMH458 -- -- 4-5/8

UMH538 -- -- 5-3/8

UMH558 MBHU5.50/16KT, MBHU5.5018KT

5-5/8

UMH718 -- -- 7-1/8

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Fasten UMH hanger to concrete structure with two 3/4˝ dia. Powers Fasteners Wedge-Bolts® or equal with 5˝ minimum embedment. 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. 4) Minimum nail embedment shall be 1-5/8˝ for 16d nails. New products or updated product information are designated in bold font.

CodeRef.

F25, D148152 16d 3550 6380 6380 63803550 3550 3550

USPStock No.

SteelGauge

Roof

3 3/4 16

BoltDia.

Roof

Fastener Schedule DF-L / SP Allowable Loads (Lbs.)

Masonry - 2500 psi Cast in Place Concrete - 3000 psiHeader2,3

Joist4

Bond beam with(1) #5 rebar continuous

2 3/4˝ bolts. (see footnote 2)

3 1/2˝ Min. joist bearing


Typical UMHinstallation

15 1/2˝

5˝W

UMH

Universal Masonry Hangers – UMH series

A 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 04-1122.03, FL5631

Installation:• 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˝.

Masonry Hangers – MPH series continued


Floor


2 x 10 MPH210 WM210, WM29.25 12 1-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645

2 x 12 MPH212 WM211.25, WM212 12 1-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645


(2) 2 x 10 MPH210-2 WM210-2, WM29.25-2 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 4280 3 x 10 MPH310 WM310 12 2-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 3240 3240 3240

3 x 12 MPH312 WM312 12 2-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 3240 3240 3240



4 x 14 MPH414 WM414 12 3-9/16 13-1/8 7 2 16d duplex 2 10d 4280 4280 4280


1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) Masonry compressive strength shall be minimum 1500 psi. 3) Duplex nails are No. 8 wire gauge (0.162˝ diameter) and 3-1/2˝ long, double headed nails and shall be installed in grouted cells in accordance to manufacturer's installation specifications. 4) Minimum nail embedment shall be 1-1/2˝ for 10d nails.

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Narrow Flange Masonry Hangers – NFM series

NFM – Standard design.

NFM_U – High uplift design.

Materials: See chartFinish: USP primerCodes: FL578, Dade County, FL 07-1003.10

Installation:• Use all specified fasteners. See Product Notes, page 11.• Designed for both concrete walls and grout-filled reinforced CMU walls.

Option Skewed1,2

Range 1˚ to 45˚

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

Ordering

AllowableLoads

100% of table load

Add SK, angle required, and right (R) or left (L),to product number. Ex. NFM3-SK45R

Typical NFM45installation

NFM3

Floor Uplift


NFM3X8 -- -- 3/8 7 3-1/8 7-1/4 1 1/2" J-Bolt 10 10d 7130 7130 7130 1720 F9, D8

NFM3X10 -- -- 3/8 7 3-1/8 9-1/4 1 1/2" J-Bolt 12 10d 7130 7130 7130 1720 F9, D8

NFM3X12 -- -- 3/8 7 3-1/8 11-1/4 1 1/2" J-Bolt 14 10d 7130 7130 7130 1720 F9, D8

NFM3 -- -- 3/8 7 3-3/8 11-3/4 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720 F9, D8

NFM35X8 -- -- 3/8 7 3-5/8 7-1/4 1 1/2" J-Bolt 10 10d 7510 7510 7510 1720 F9, D8

NFM35X10 -- -- 3/8 7 3-5/8 9-1/4 1 1/2" J-Bolt 12 10d 7510 7510 7510 1720 F9, D8

NFM35X12 -- -- 3/8 7 3-5/8 11-1/4 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720 F9, D8

NFM35X1178 -- -- 3/8 7 3-5/8 11-7/8 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720 F9, D8

NFM35X16 -- -- 3/8 7 3-5/8 16 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720 F9, D8

NFM35X18 -- -- 3/8 7 3-5/8 18 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720 F9, D8

NFM6X1178 -- -- 3/8 7 5-5/8 11-7/8 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720 F9, D8

NFM6X16 -- -- 3/8 7 5-5/8 16 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720 F9, D8

NFM6X18 -- -- 3/8 7 5-5/8 18 1 1/2" J-Bolt 14 10d 7510 7510 7510 1720 F9, D8

NFM3X10U MBHA3.12/9.25 3/8 7 3-1/8 9-1/4 1 1/2" J-Bolt 5 1/2 7130 7130 7130 3165 F9, D8





NFM35X14U MBHA3.56/14 3/8 7 3-5/8 14 1 1/2" J-Bolt 5 1/2 7130 7130 7130 3165 130

NFM35X16U MBHA3.56/16 3/8 7 3-5/8 16 1 1/2" J-Bolt 5 1/2 7130 7130 7130 3165 F9, D8


NFM6X10U MBHA5.50/9.25 3/8 7 5-5/8 9-1/4 1 1/2" J-Bolt 5 1/2 7130 7130 7130 3165 130

NFM6X12U MBHA5.50/11.25 3/8 7 5-5/8 11-1/4 1 1/2" J-Bolt 5 1/2 10310 10310 10310 3070 130


NFM6X14U MBHA5.50/14 3/8 7 5-5/8 14 1 1/2" J-Bolt 5 1/2 10310 10310 10310 3070 130



1) 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. 3) J-Bolt shall be cast-in-place and have a minimum 6˝ embedment and not less than 4˝ from the edge of concrete. 4) In addition to the J-Bolt, "U" models also require a 3/4˝ dia. ITW Ramset/Redhead Dyna Bolt sleeve anchor or equal with minimum 5˝ embedment depth installed in the face. Bolt shall be installed in accordance with installation specifications provided by ITW Ramset. 5) Bolts shall conform to ASTM A 307 or better. 6) Minimum nail embedment shall be 1-1/2˝ for 10d nails.

CodeRef.

DimensionsSteel Gauge Allowable Loads (Lbs.)1,2Fastener Schedule

DF-L / SPHeader3,4

Joist5,6

USPStock No.

RoofTopFlange

U-Strap

Typical NFM45Uinstallation

H

W

5 1/2˝

3 1/2˝

NFM Specialty Options Chart – refer to Specialty Optionspages 194, 196 to 197 for additional details.


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®EWP Hangers

Supported Member Supporting Member

HangerType

USPSeries

SteelGauge

Fac

e M

ount

Top

Mou

nt

Slo

ped

/ Ske

wed

For

med

Wel

ded

I-J

oist

LVL

, LSL

, PSL

Tru

ss

Glu

lam

Dim

ensi

onal

Woo

d

I-J

oist

LVL

, LSL

, PSL

Tru

ss

Glu

lam

Mas

onry

LVL

DF-

L / S

P

Mas

onry

18 • • • • • • 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 • • • • • • 5,310 5,310

HD 14 • • • • • • 1,690 - 4,230 1,690 - 4,230

HDQ 14 • • • • • • 3,010 - 5,265 3,010 - 5,265

14 • • • • • • 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

16 • • • • • • 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 - 4,280

PHM7 - 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

12 • • • • • 2,190 - 6,570 2,190 - 6,570

7 • • • • • 6,500 - 12,000 6,500 - 12,000

KLEG 7 • • • • • • 3,540 - 11,940 3,540 - 11,940

KMEG 7 • • • • • • 5,285 - 12,635 5,285 - 12,635

KEG1/4˝ - Top Flange,

7 - Stirrup• • • • • • 9,215 - 21,545 9,215 - 21,545

KHHB 7 • • • • • 4,885 - 5,275 4,885 - 5,275

KGB 7 • • • • • 6,460 - 6.915 6,460 - 6.915

KHGB 7 • • • • • 7,530 - 8,050 7,530 - 8,050

KGLT3 - Top Flange,

7 - Stirrup• • • • • 7,545 7,545

KHGLT3 - Top Flange,

7 - Stirrup• • • • • 10,150 - 13,400 10,150 - 13,400

KGLS3 - Top Flange,

7 - Stirrup• • • • • 10,275 - 20,425 10,275 - 20,425

KHGLS3 - Top Flange,

7 - Stirrup • • • • • 20,685 - 20,985 20,685 - 20,985

KGLST3 - Top Flange,

7 - Stirrup• • • • • 12,900 - 26,095 12,900 - 26,095

KHGLST3 - Top Flange,

7 - Stirrup• • • • • 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

18 • • • • • • • 685 - 1,140 685 - 1,140

16 • • • • • • • 1,825 - 2,485 1,825 - 2,485

1) KHCST allowable loads are based on 160% load duration. • Represents common applications and product configurations. Consult USP for additional applications and/or optional product configurations.

LSSHSlope / Skew

TopMount

FaceMount

KHC

KHCST1

Style

Glulam

100% Allowable Loads (Lbs.) Range

THF

THD

THO

GHF

Header Material

EWP Hanger Selector Guide

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TMP TMPH

HLBH

THF HD

THD

HDQ-IF

THDHHUS

TFL

PHM

THO

PHXU MPH

TFI

EWP Installation Guide . . Pages 114-115

Face Mount Hangers. . . . . Pages 116-122• THF SeriesLight capacity face mount hanger for I-Joists.

• HD SeriesMedium capacity hanger for LVL, LSL, and PSL beams.

• HDQ-IF 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 123-134• TFL SeriesLight capacity top mount I-Joist hanger.

• 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.

• 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.

• 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.

Adjustable Rafter-to-Plate Connectors . . . . . . . . . . . . . . . . . . Page 135• TMP SeriesAdjustable for pitches from 1/12 to 6/12.

• TMPH SeriesAdjustable for pitches from 6/12 to 14/12.

BPH

EWP Hangers


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Slope/Skew Hangers . . . . . . . . . . Page 136• LSSH SeriesField adjustable slope and skew hanger.

Glulam Hangers . . . . . . . . Pages 137-143• GHF SeriesFace mount glulam hanger.

• KEG, KLEG, & KMEG SeriesTop flange glulam hanger with bolts.

• KGB, KHGB, & KHHB SeriesTop flange glulam hanger with wood screws.

• KGLT & KHGLT SeriesHeavy capacity top flange glulam hanger.

• KGLS, KGLST, KHGLS, & KHGLST SeriesGlulam saddle hanger.

• KHC SeriesGlulam hinge connector.

• KHCST SeriesGlulam seismic strap.

GHF

KGLT KGLS KHC

KHHBKLEG

KHCST

EWP Hangers

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®Wood I-Joist Installation to Wood

Sloped I-JoistsUse sloped seat hangers and beveled web stiffeners whenever 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 PlysFasten together multiple plys 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 sheathingto restrain torsional rotation of a supporting wood I-Joist whenusing top mount I-Joist hangers.

FastenersInstall 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 web stiffeners 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, or supporting member. Install in accordance with the I-Joist manufacturer’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.

Flush framing Hanger over-spread Hanger not plumb

Common Nailing Errors

Wrong AngleWhen a nail is driven into the bottom flange of the wood I-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.

Top Flange Hangers

Correct Slant Nail Installation

Always securewood I-Joist using10d x 11 ⁄ 2˝nail driven at a 30° to45° angleand firmly seated

USP2173-111

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®Support Height & Lateral Stability

Avoid direct contact betweenhangers and steel beams, which

may cause squeaks

1/4˝Max.

Resist lateral movement

Correct 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.

1/8˝ maximum gapWeb stiffener

60% min. ofjoist depth

Joistdepth

1/4˝ Max.

Too Thin

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.

Hangers for joists without web stiffeners must support theI-Joist’s top flange and provide lateral resistance with nomore than 1⁄8˝ horizontal deflection.

Hangers for joists with web stiffeners must support a minimum of 60% of joist depth or potential joist rotation mustbe addressed.

(Top flange support requirements can be verified in this sections charts under the Web Stiffener Reqd. column.)

Too Narrow

Top flange not fully supported cancause nail breakout. Or, by fully supporting top flange, hanger is tilted back, causing lifting of carriedmember which results in unevensurfaces and squeaky floors.

Too Wide

Loading can cause cross grainbreaking of nailer. The recommended nailer overhangis 1⁄4˝ maximum per side.

Nailer Installations

Wrong Nailer Size Causes Component Failure

Correct Attachment

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Additional diamondnail holes formaximum nailingStandard roundnail holes forminimum nailing

Raised dimple allows30˚ to 45˚ nailing

H

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THF single THF double

Face Mount I-Joist Hangers – THF series

Designed to support LVL, LSL, and PSL beams and headers in medium load conditions.

Materials: See EWP Face Mount Hangers charts, pages 120-122.Finish: G90 galvanizing

Options: See Specialty Options chart.Codes: ESR-1781, FL815, L.A. City RR 25843, FL13285

Installation:• Use all specified fasteners. See Product Notes, page 11.• Drive bend line nails into header at 45° to achieve listed loads.

Option 4 Skewed 1,3 Sloped Seat2,3 Sloped / Skewed1,2,3Inverted Flange

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 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. New products or updated product information are designated in bold font.

1˚ to 67-1/2˚when width is 1-3/4˝ or less.

1˚ to 50˚ on all others.1˚ to 45˚ See Sloped Seat and Skewed

100% of table load80% of table load.

75% of uplift load on skewsgreater than 15˚.

Range

Ordering

AllowableLoads


100% of table load.75% of uplift load on skews

greater than 15˚.


See Sloped Seat and Skewed.Ex. HD410-SK45RSL30D


Ex. HD410IF


to product number.Ex. HD410-SK45R


to product number.Ex. HD410-SL30D

Typical THF I-Joist to Joist

installation

W

Bend linenailing

D

H

Designed to provide lateral support for the top chords of I-Joists in depths upto 16˝. Eliminates the need for web stiffeners in most applications (see Web Stiffener Reqd. column in EWP Face Mount HangerChart for specific applications).


Options: See Specialty Options chart.Codes: ESR-1781, FL815, L.A. City RR 25843, FL13285

Patents: #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.

Face Mount Hangers – HD series

Typical THF double I-Joist to LVLinstallation

Option Skewed 1,3 Sloped Seat2,3 Sloped / Skewed1,2,3Inverted Flange

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 on joist in all applications. 4) Modifications to THF hangers do not feature seat cleats.

Add SL, slope required,and up (U)or down (D),

to product number.Example: THF23925-SL30D

See Sloped Seat andSkewed

Example:THF23925-SK45RSL30D

Add IF,to product number.

Example: THF23925IF

1˚ to 67-1/2˚when width is 1-3/4˝ or less.


100% of table load


1˚ to 45˚


80% of table load.75% of uplift load on

skews greater than 15˚.

See Sloped Seat andSkewed

Range

AllowableLoads

Ordering


to product number.Example: THF23925-SK45R

100% of table load.75% of uplift load on

skews greater than 15˚.

Typical HDinstallation

Drive bend line nailsinto header at 45° toachieve listed loads.

Typical HDbend line nail installation

Specialty Options Chart – refer to SpecialtyOptions pages 194 to 195 for additional details.


Seat Cleat®helps lock

I-Joist intoplace for

positive seatingand nailing

ease.

Raised Dimplenail holes allow

30° to 45°nailing into

I-Joist bottomflange.

HD

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Face Mount Hangers – HDQ-IF seriesE

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3˝W

HDQ hangers are heavy-duty face mount hangers thatcan be used to support LVL, LSL and PSL beams andheaders.


Installation:• Use all specified fasteners. See Product Notes, page 11.• WS15 and WS3 Wood Screws are supplied with HDQhangers.

Typical HDQinstallation

Up to 3/4˝ gap

HDQ

Face Mount Hangers – HUS series

H

2˝

3˝

Raised dimple allows30˚ to 45˚nailing

W

Typical HUSinstallation

HUS

Designed for medium load conditions. Extended 3˝ deep seat provides extra truss bearing.


Options: See Specialty Options chart.Codes: ESR-1881, FL9835, FL821

Dade County FL 06-0921.05,L.A. City RR 25779

Installation:• 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.

Option Inverted Flange

Range Not available in widths less than 2-1/4˝

Ordering Add IFto product number. Example: HUS410IF

AllowableLoads

100% of table load.65% of table load when nailing into

the support members end grain.

Specialty Options Chart – refer to SpecialtyOptions pages 194 to 195 for additional details.

Typical HUS double shear installation

Drive joist nails intoheader at 30° to 45° to

achieve listed loads.

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®Face Mount Hangers – THD & THDH series

THD – Medium capacity hanger for LVL, LSL, and PSL beams.

THDH – Heavy capacity hanger for LVL, LSL, and PSL beams.


Options: Rough/ Full sizes available for THD series. THD hangers with widths greater than 3˝ can have one flange inverted with no load reduction. Specify left (L) or (R) flange. See Specialty Options chart.

Codes: ESR-1781, ESR-1881, FL821, FL9835, FL13285Dade County FL 06-0921.05 , L.A. City RR 25779, L.A. City RR 25843

Installation:• 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.

DW

2 1/2˝

Raiseddimple allows30˚ to 45˚

nailing

THDH26-2

Left flange

Right flange

D

3˝

W

THD doubleor larger

Option USP Series Skewed1,3,4 Sloped Seat2,3,4 Sloped / Skewed1,2,3,4Inverted Flange

THDH 1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed N/A

THDH N/A

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. All skewed THDH hangers have nails on one side only. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) THDH models - All sloped, skewed, or combinations require bevel cut on joist in all applications. 4) THD models - All sloped, skewed, or combinations require bevel cut or square cut on joist in all applications.

Add 1IF,one flange,right (R)and left (L),

Example: THD4101IFR

65% of table load

N/A52% of table load52% of table load.

50% of table uplift load.

Not available in widthsless than 3˝. Widths greater

can have one flange inverted.See Sloped Seat and Skewed

See Sloped Seat and SkewedExample:

THDH410-SK45RSL30D

Range

AllowableLoads

85% of table load.50% of table uplift load.

1˚ to 45˚

Ordering


85% of table load

THD


to product number.Example: THDH410-SK45R

Add SL, slope required,and up (U)or down (D),

to product number.Example: THDH410-SL30D

1˚ to 45˚

65% of table load

THD

THD

THDH

Typical THDinstallation

Typical THDH double shear installation

Drive joist nails intoheader at 30° to 45° to

achieve listed loads.


Drive bend line nailsinto header at 45° toachieve listed loads.

Typical THDbend line nail installation

Some modeldesigns may

vary fromillustration

shown

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THD single

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®EWP Face Mount Hangers – I-Joist Charts


Dimensions

Uplift2 Uplift2

Code

Joist Size Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.

THF15925 Min IUS1.56/9.5 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235

THF15925 Max IUT29, MIU1.56/9

12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235

THF15112 Min IUS1.56/11.88 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235

THF15112 Max IUT211, MIU1.56/11

16 10d 2 10d x 1-1/2 1825 2100 2155 280 1470 1500 1520 235

THF15140 Min -- -- 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235

THF15140 Max IUT214 20 10d 2 10d x 1-1/2 2100 2135 2155 280 1470 1500 1520 235

THF16925 Min -- -- 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235

THF16925 Max IUT1.68/9 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235

THF16112 Min -- -- 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235

THF16112 Max IUT1.68/11 16 10d 2 10d x 1-1/2 1825 2100 2280 280 1570 1605 1625 235

THF16140 Min -- -- 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235

THF16140 Max IUT1.68/14 20 10d 2 10d x 1-1/2 2255 2290 2310 280 1575 1605 1625 235

THF17925 Min IUS1.81/9.5 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235

THF17925 Max IUT9 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235

THF17112 Min IUS1.81/11.88 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235

THF17112 Max IUT11 16 10d 2 10d x 1-1/2 1825 2100 2280 280 1570 1710 1730 235

THF17140 Min IUS1.81/14 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235

THF17140 Max IUT14 20 10d 2 10d x 1-1/2 2280 2445 2470 280 1680 1710 1730 235

1-3/4 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 235

THF20925 Min IUS2.06/9.5 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235

THF20925 Max IUT2.06/9 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235

THF20112 Min IUS2.06/11.88 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235

THF20112 Max IUT2.06/11 16 10d 2 10d x 1-1/2 1825 2100 2280 280 1570 1805 1945 235

THF20140 Min IUS2.06/14 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235

THF20140 Max IUT2.06/14 20 10d 2 10d x 1-1/2 2280 2470 2470 280 1895 1925 1945 235

2 - 2-1/8 x 16 THF20157 IUS2.06/16, IUT2.06/16

-- 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 235

2-5/16 x 9-1/2 THF23925

HU359, IUS2.37/9.5, IUT3510, MIU2.37/9, U3510/14

-- 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 1505,

F30,R5

2-5/16 x 11-7/8 THF23118

HU3511, IUS2.37/11.88, IUT3512, MIU2.37/11

-- 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

2-5/16 x 14 THF23140

HU3514, IUS2.37/14, IUT3514, MIU2.37/14

-- 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

2-5/16 x 16 THF23160

HU3516/22, IUS2.37/16, IUT3516, MIU2.37/16

-- 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 310

2-5/16 x 18 - 28 THF23180 HU3524/30, MIU2.37/18, MIU2.37/20

x 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

2-1/2 x 9-1/4 - 9-1/2

THF25925 IUS2.56/9.5, IUT310, MIU2.56/9

-- 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 150

2-1/2 x 11-1/4 - 11-7/8

THF25112 IUS2.56/11.88, IUT312, 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 310

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 4) WS3 Wood Screws are 1/4˝ x 3˝ and are included with HDQ hangers. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.

5,F30,R5

5,F30,R5

5,F30,R5

1-5/8 x 14 -- 18 1-5/8

1-5/8 x 9-1/4 - 9-1/2 -- 18 1-5/8

1-5/8 x 11-1/4 - 12 -- 18 1-5/8

13-1/4 2

2 - 2-1/8 x 11-7/8

--

2 - 2-1/8 x 14 -- 18 2-1/8

18 2-1/8

13-3/8 2

8-7/8 2

11-3/16 2

2 - 2-1/8 x 9-1/2

-- 18 2-1/8

1-3/4 x 14 -- 18 1-3/4

10-15/16 2

1-3/4 x 9-1/4 - 9-1/2

--

1-3/4 x 11-7/8 -- 18 1-3/4

18 1-3/4

13-1/2 2

8-15/16 2

9 2

11 2

13-7/16 2

1-1/2 x 14 -- 18 1-1/2

1-1/2 9-1/16 2

1-1/2 x 11-1/4 - 11-7/8

-- 18 1-1/2 11-1/16 2

USPStock No.

1-1/2 x 9-1/2 -- 18

Web

Stif

fene

r Req

d.

Ste

el G

auge

Fastener Schedule4 Allowable Loads (Lbs.)

Header3

Joist1

DF-L / SP Header S-P-F Header

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WD

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Dimensions

Uplift2 Uplift2

Code


2-1/2 x 13 THF25130 IUT313 -- 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 310

2-1/2 x 14 THF25140 IUS2.56/14, IUT314, MIU2.56/14

-- 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 310

2-1/2 x 16 THF25160

IUS2.56/16, IUT316, MIU2.56/16, MIU2.56/18, MIU2.56/20

-- 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 310

2-1/2 x 18 - 24 THF25160

IUS2.56/16, IUT316, MIU2.56/16, MIU2.56/18, MIU2.56/20

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 310

2-5/8 x 9-1/4 - 9-1/2 THF26925 IUT2.68/10 -- 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 150

2-5/8 x 11-1/4 - 11-7/8 THF26112 IUT2.68/12 -- 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 310

2-5/8 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 310

2-5/8 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 2750 310

3 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 960

3 x 11-1/4 - 14 THF15112-2 MIU3.12/11 x 16 3-1/8 10-13/16 2-1/2 14 10d 6 10d 1625 1870 2030 1115 1400 1610 1750 960

3 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 1055

3-1/4 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 960

3-1/4 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 960

3-1/4 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 1055

3-1/2 x 9-1/4 - 9-1/2

THF35925 IUS3.56/9.5, IUT410

-- 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 205

3-1/2 x 11-1/4 THF35112 IUS3.56/11.88, IUT412

-- 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 205

3-1/2 x 14 THF35140 IUS3.56/14, IUT414

-- 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 205

3-1/2 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 1055

3-1/2 x 16 THF35157 IUS3.56/16, IUT416

-- 16 3-1/2 15 2-1/2 22 10d 2 10d x 1-1/2 2550 2935 3190 245 2200 2530 2750 205

3-1/2 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 1085

4 - 4-3/16 x 9-1/2 THF20925-2

HU4.12/9, HU4.28/9, HU4.75/9, MIU4.12/9, MIU4.28/9

-- 16 4-3/16 8-11/16 2-1/2 12 10d 6 10d 1390 1600 1740 1115 1200 1380 1500 960

4 - 4-3/16 x 11-7/8

THF20112-2

HU4.12/11, HU4.28/11, HU4.75/11, MIU4.12/11, MIU4.28/11

-- 16 4-3/16 11 2-1/2 16 10d 6 10d 1855 2135 2320 1115 1600 1840 2000 960

4 - 4-3/16 x 14 THF20140-2

MIU4.12/14, MIU4.12/16, MIU4.28/14, MIU4.28/16

-- 16 4-3/16 13-5/8 2-1/2 20 10d 6 10d 2320 2670 2900 1115 2000 2300 2500 960

4-5/8 x 9-1/4 - 14

THF23925-2 -- -- x 16 4-3/4 8-3/8 2-1/2 14 10d 6 10d 1625 1870 2030 1115 1400 1610 1750 960

4-5/8 x 11-1/4 - 16

THF23118-2 -- -- x 16 4-3/4 10-11/16 2-1/2 16 10d 6 10d 1855 2135 2320 1115 1600 1840 2000 960

4-5/8 x 14 - 22 THF23140-2 HU3514-2, MIU4.75/14

x 12 4-3/4 13-5/16 2-1/2 20 10d 6 10d 2540 2920 3175 1220 2200 2530 2750 1055

4-5/8 x 16 - 26 THF23160-2

HU3516-2, HU3520-2, MIU4.75/16, MIU4.75/18, MIU4.75/20

x 12 4-3/4 15-15/16 2-1/2 24 10d 6 10d 3050 3505 3810 1220 2640 3035 3300 1055

5 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 960

5 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 960

5 x 14 - 20 THF25140-2 HU314-2, MIU5.12/14

x 12 5-1/8 13-1/8 2-1/2 20 10d 6 10d 2540 2920 3175 1220 2200 2530 2750 1055

5 x 16 - 26 THF25160-2

HU5.125/16, MIU5.12/16, MIU5.12/18, MIU5.12/20

x 12 5-1/8 15-3/4 2-1/2 24 10d 6 10d 3050 3505 3810 1220 2640 3035 3300 1055

7 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 990

7 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 990

7 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 1320


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®EWP Face Mount Hangers – SCL Charts

continued on next page WD

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Dimensions

Uplift2 Uplift2

Code


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 730 1695 1945 1960 635

HD17925 HU9, MIU1.81/9

x 14 1-13/16 9-1/8 2 18 16d 6 10d x 1-1/2 2540 2775 2775 1065 2080 2170 2230 895

HDQ179IF HUCQ1.81/9-SDS x 14 1-13/16 9 3 8 WS3 4 WS15 3010 3380 3380 1050 2840 2840 2840 990 110

HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 5310 5510 5510 3205 4410 4630 4630 26906, F15,

F18, D2,R13

HD17112 HU11, MIU1.81/11

x 14 1-13/16 11-3/8 2 22 16d 6 10d x 1-1/2 2870 2975 3045 1065 2080 2170 2230 8955,

F30, R5


HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 5310 5510 5510 3205 4410 4630 4630 26906, F15,

F18, D2,R13

HD1714

HU14, MIU1.81/14, MIU1.81/16, MIU1.81/18, U14

x 14 1-13/16 13-5/16 2 26 16d 8 10d x 1-1/2 3100 3235 3330 1065 2280 2400 2480 8955,

F30,R5

HDQ1714IF -- -- x 14 1-13/16 13-3/8 3 12 WS3 6 WS15 3340 3340 3340 1580 2805 2805 2805 1325 110

HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 5310 5510 5510 3205 4410 4630 4630 26906, F15,

F18, D2,R13

HD1714

HU14, MIU1.81/14, MIU1.81/16, MIU1.81/18, U14

x 14 1-13/16 13-5/16 2 26 16d 8 10d x 1-1/2 3100 3235 3330 1065 2280 2400 2480 8955,

F30,R5

HDQ1714IF -- -- x 14 1-13/16 13-3/8 3 12 WS3 6 WS15 3340 3340 3340 1580 2805 2805 2805 1325 110

HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 5310 5510 5510 3205 4410 4630 4630 26906, F15,

F18, D2,R13

HD27925 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, R5

THDH27925 HGUS2.75/10 x 12 2-3/4 9-1/8 4 46 16d 12 16d 8260 8260 8260 3490 6935 6935 6935 29306, F15,

F18, D2,R13

HD27112 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 2965 3025 895 5, F30, R5

THDH27112 HGUS2.75/12 x 12 2-3/4 10-7/8 4 56 16d 14 16d 9845 9845 9845 5225 7655 8135 8270 4390 6, F15, R13

HD2714 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, R5

THDH2714 HGUS2.75/14 x 12 2-3/4 12-1/4 4 66 16d 16 16d 9845 9845 9845 6810 8110 8270 8270 5835 6, F15, R13

HD410 HU410, MIU3.56/9

x 14 3-9/16 8-13/16 2-1/2 18 16d 10 10d 2540 2920 3175 1905 2180 2505 2725 1650 5, F30, R5

HDQ410IF HUCQ410-SDS x 14 3-9/16 9 3 12 WS3 6 WS3 4510 5190 5590 2975 4430 4695 4695 2500 110

THD410 HHUS410 x 14 3-5/8 9-1/16 3 38 16d 20 10d 5360 6160 6700 3810 4600 5290 5750 32355, F18,

F30, D2, R5

THDH410 HGUS410 x 12 3-9/16 9-1/8 4 46 16d 12 16d 8260 9010 9010 3970 7120 7570 7570 33356, F18,

F15, D2, R13

HD412 HU412, MIU3.56/11

x 14 3-9/16 10-13/16 2-1/2 22 16d 10 10d 3100 3565 3880 1905 2660 3060 3330 1650 5, F30, R5

HDQ412IF HUCQ412-SDS x 14 3-9/16 11 3 14 WS3 6 WS3 5265 5590 5590 2975 4695 4695 4695 2500 110

THD412 -- -- x 14 3-5/8 11 3 48 16d 20 10d 6770 7045 7045 3810 5810 5920 5920 32355, F18,

F30, D2, R5

THDH412 HGUS412 x 12 3-9/16 10-1/2 4 56 16d 14 16d 9845 9845 9845 5225 8270 8270 8270 4390 6, F15, R13

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 4) WS3 Wood Screws are 1/4˝ x 3˝ and are included with HDQ hangers. 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 bold font.

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1-3/4 x 16

1-3/4 x 14

1-3/4 x 9-1/2

1-3/4 x 11-1/4 - 11-7/8

5,F30,R5

2-11/16 x 11-1/4 - 16

2-11/16 x 14 - 16

3-1/2 x 9-1/4 - 14

3-1/2 x 11-1/4 - 16

2-11/16 x 9-1/4 - 14

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Dimensions

Uplift2 Uplift2

Code


HD414 HU414, MIU3.56/14

x 14 3-9/16 12-13/16 2-1/2 24 16d 10 10d 3385 3890 4230 1905 2905 3340 3630 1650 5, F30, R5

THD414 -- -- x 14 3-5/8 12-7/8 3 58 16d 20 10d 7045 7045 7045 3810 5920 5920 5920 3235 5, F30, R5

THDH414 HGUS414 x 12 3-9/16 13-1/16 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835 6, F15, R13

3-1/2 x 16 - 22 HD416 HU416, MIU3.56/16

x 14 3-9/16 14-13/16 2-1/2 26 16d 12 10d 3665 4215 4570 2285 3145 3620 3840 1980

3-1/2 x 18 - 26 HD418 MIU3.56/18, MIU3.56/20

x 14 3-9/16 16-1/2 2-1/2 28 16d 8 10d 3950 4540 4570 1425 3390 3840 3840 1195

HD5210 HU5.31/9 x 14 5-3/8 7-7/8 2-1/2 18 16d 10 10d 2540 2920 3175 1905 2180 2505 2725 1650


THD610 HHUS5.50/10 x 12 5-1/2 9 3 38 16d 20 10d 5660 6510 7080 3410 4900 5635 6130 28655, F18,

F30, D2, R5

THDH610 HGUS5.25/10, HGUS5.50/10

x 12 5-1/2 9 4 46 16d 16 16d 8725 9855 9855 4565 7520 8275 8275 3835 6, F15, R13

HD5212 HU5.31/11 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, R5


THD612 -- -- x 12 5-1/2 11 3 48 16d 20 10d 7150 8225 8415 4065 6190 7070 7070 35205, F18,

F30, D2, R5

THDH612 HGUS5.25/12, HGUS5.50/12

x 12 5-1/2 11 4 56 16d 20 16d 9935 9935 9935 5180 8345 8345 8345 4355 6, F15, R13

HD5214 HU5.31/14 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, R5

THD614 -- -- x 12 5-1/2 12-7/8 3 58 16d 20 10d 8415 8415 8415 4065 7070 7070 7070 3520 5, F30, R5

THDH614 HGUS5.50/14 x 12 5-1/2 13 4 66 16d 22 16d 11645 11645 11645 5795 9780 9780 9780 4865 6, F15, R13

5-1/4 x 16 - 22 HD5216 HU5.31/16 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, R5

6-3/4 x 9 - 14-1/2 THDH6710 HGUS210-4, HGUS6.88/10

x 12 6-7/8 8-13/16 4 46 16d 12 16d 8260 8260 8260 3490 6935 6935 6935 29306, F15,

F18, D2,R13

6-3/4 x 11 - 18 THDH6712 HGUS212-4, HGUS6.88/12

x 12 6-7/8 10-13/16 4 56 16d 14 16d 9845 9845 9845 5225 8270 8270 8270 4390

6-3/4 x 13 - 20-1/2 THDH6714 HGUS214-4, HGUS6.88/14

x 12 6-7/8 12-13/16 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835

HD7100 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, R5

THD7210 HHUS7.25/10 x 12 7-1/4 9 3 38 16d 20 10d 5660 6510 7080 3410 4900 5635 6130 28655, F18,

F30, D2,R5

THDH7210 HGUS7.25/10 x 12 7-1/4 9 4 46 16d 12 16d 8260 9010 9010 3970 7120 7570 7570 33356, F15,

F18, D2,R13

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 990 5, F30, R5

THDH7212 HGUS7.25/12 x 12 7-1/4 10-1/2 4 56 16d 14 16d 9845 9845 9845 5225 8270 8270 8270 4390 6, F15, R13

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 1320 5, F30,R5

THDH7214 HGUS7.25/14 x 12 7-1/4 12-1/4 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835 6, F15, R13

7 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

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


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7 x 9-1/4 - 14

5-1/4 x 14 - 20

6,F15,R13

5, F30,R5

5-1/4 x 9-1/4 - 11-7/8

5-1/4 x 11-1/4 - 16

7 x 11-1/4 - 16

7 x 14 - 20

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®Top Mount Hangers – BPH, TFI, TFL, & THO series

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1 15/16˝

1 1/2˝

W

TFL

Uplift4 Uplift4

Qty Type Qty Type 100% 160% 100% 160%

2X 6 10d x 1-1/2 2 10d x 1-1/2 1270 360 1090 310

3X 6 16d x 2-1/2 2 10d x 1-1/2 1600 360 1375 310(2) 2X 6 10d 2 10d x 1-1/2 1280 360 1100 310

4X 6 16d 2 10d x 1-1/2 1760 360 1515 310

2X 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 310

2X 6 10d x 1-1/2 6 10d 1455 360 1250 310

3X 6 16d x 2-1/2 6 10d 2335 500 2010 430(2) 2X 10 10d 6 10d 2370 500 2040 430

4X 10 16d 6 10d 2665 500 2290 4304X 6 16d 2 10d x 1-1/2 2560 360 2200 310

4X 10 16d 2 10d x 1-1/2 3245 360 2790 310

2X 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 460

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) 16d x 2-1/2 nails are 8 gauge (0.162˝ diameter) by 2-1/2˝ long. 3) Listed loads shall not be increased. 4) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.

THO

BPH

TFL

THO (Double)

TFI

USPSeries

NailerSize

Fastener Schedule1,2 Allowable Loads (Lbs.)3

Header Joist DF-L / SP S-P-F

BPH Specialty Options Chart – refer to SpecialtyOptions pages 194 and 196 for additional details.

Seat Cleat® helps lock I-Joist into place for positive seating and nailing ease.

TFI & 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. Raised dimple 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 in light-to-medium load conditions.

Materials: See EWP Top Mount Hangers charts, pages 127-134.Finish: G90 galvanizingCodes: ESR-1178, ESR-1831, ESR-1280, ESR-1781,

FL815, FL822, FL11664, FL1190, FL13285,L.A. City RR 25749, L.A. City RR 25836, L.A. City RR 25843

Patents: #5,564,248 – THO & TFL

Installation:• 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 should be followed, even if web stiffeners are not required in USP literature.• For BPH welded installation, see page 198. • Uplift capacity for THO and TFL single ply hangers installed without joist nails = 85 lbs. Refer to THO, TFL, & THF Single Ply I-Joist Hangers Technical Bulletin – USP1040.

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THO

H

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BPH Typical BPHinstallation

Typical TFLinstallation

Typical THOinstallation

Nailer Options – chart represents maximum allowable loadsfor hangers used on wood nailers. Reference page 115.

Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Sloped Top Flange4

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0˚ to 45˚

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 on joist in all applications and web stiffeners with I-joists. 4) Sloped top flanges with slopes greater than 15° may have additional header nails.

100% of table loadReduce allowabletable loads using



to product number.Ex. BPH3595-SK45R


to product number.Ex. BPH3595-SL30D

See Sloped Seat and Skewed.Ex. BPH3595-SK45RSL30D

Add SF,angle requiredand right (R) or left (L),

to product number.Ex. BPH3595-SF30L

AllowableLoads

Ordering


Slant Nailingvia dimplenail holes

Diamondholes

Dimensions

Uplift2 Uplift2

Code


HD414 x 14 3-9/16 12-13/16 2-1/2 24 16d 10 10d 3385 3890 4230 1905 2905 3340 3630 1650 5, F30, R5

THD414 -- -- x 14 3-5/8 12-7/8 3 58 16d 20 10d 7045 7045 7045 3810 5920 5920 5920 3235 5, F30, R5

THDH414 HGUS414 x 12 3-9/16 13-1/16 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835 6, F15, R13

3-1/2 x 16 - 22 HD416 x 14 3-9/16 14-13/16 2-1/2 26 16d 12 10d 3665 4215 4570 2285 3145 3620 3840 1980

3-1/2 x 18 - 26 HD418 x 14 3-9/16 16-1/2 2-1/2 28 16d 8 10d 3950 4540 4570 1425 3390 3840 3840 1195

HD5210 HU5.31/9 x 14 5-3/8 7-7/8 2-1/2 18 16d 10 10d 2540 2920 3175 1905 2180 2505 2725 1650


THD610 HHUS5.50/10 x 12 5-1/2 9 3 38 16d 20 10d 5660 6510 7080 3410 4900 5635 6130 2865

THDH610 x 12 5-1/2 9 4 46 16d 16 16d 8725 9855 9855 4565 7520 8275 8275 3835 6, F15, R13

HD5212 HU5.31/11 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, R5


THD612 -- -- x 12 5-1/2 11 3 48 16d 20 10d 7150 8225 8415 4065 6190 7070 7070 3520

THDH612 x 12 5-1/2 11 4 56 16d 20 16d 9935 9935 9935 5180 8345 8345 8345 4355 6, F15, R13

HD5214 HU5.31/14 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, R5

THD614 -- -- x 12 5-1/2 12-7/8 3 58 16d 20 10d 8415 8415 8415 4065 7070 7070 7070 3520 5, F30, R5

THDH614 HGUS5.50/14 x 12 5-1/2 13 4 66 16d 22 16d 11645 11645 11645 5795 9780 9780 9780 4865 6, F15, R13

5-1/4 x 16 - 22 HD5216 HU5.31/16 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, R5

6-3/4 x 9 - 14-1/2 THDH6710 x 12 6-7/8 8-13/16 4 46 16d 12 16d 8260 8260 8260 3490 6935 6935 6935 2930

6-3/4 x 11 - 18 THDH6712 x 12 6-7/8 10-13/16 4 56 16d 14 16d 9845 9845 9845 5225 8270 8270 8270 4390

6-3/4 x 13 - 20-1/2 THDH6714 x 12 6-7/8 12-13/16 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835

HD7100 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, R5

THD7210 HHUS7.25/10 x 12 7-1/4 9 3 38 16d 20 10d 5660 6510 7080 3410 4900 5635 6130 2865

THDH7210 HGUS7.25/10 x 12 7-1/4 9 4 46 16d 12 16d 8260 9010 9010 3970 7120 7570 7570 3335

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 990 5, F30, R5

THDH7212 HGUS7.25/12 x 12 7-1/4 10-1/2 4 56 16d 14 16d 9845 9845 9845 5225 8270 8270 8270 4390 6, F15, R13

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 1320 5, F30,R5

THDH7214 HGUS7.25/14 x 12 7-1/4 12-1/4 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835 6, F15, R13

7 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

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


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®Beam Hangers – HLBH series

Typical HLBHinstallation

Specialty Options Chart – refer to Specialty Options pages 194, 196 to 197 for additional details.Option Skewed 1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Sloped Top Flange4 Top Flange Offset Saddle5 Ridge

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0˚ to 45˚ -- -- -- -- 0˚ to 45˚

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 on joist in all applications and web stiffeners with I-joists. 4) Sloped top flanges with slopes greater than 15° may have additional header nails. 5) Minimum header thickness shall be double the top flange (TF) dimension for 100% table load.

Add SF,angle required,and right (R)or left (L),

to product number.Ex. HLBH3595-SF30L

Add OS,andright (R)or left (L),to product number.

Ex. HLBH3595-OSL

Reduce allowabletable loads using

straight-lineinterpolation

45% of table load

Ordering


to product number.Ex. HLBH3595-SK45R

AllowableLoads

8070 lbs. Max.50% of uplift load on

skew greater than 15˚.7000 lbs. Max.

6650 lbs. Max.50% of uplift load on

skew greater than 15˚.


to product number.Ex. HLBH3595-SL30D

See Sloped Seat andSkewed.

Ex. HLBH3595-SK45RSL30D

100% of table loadper side.

See footnote 5.100% of table load


to product number.Ex. HLBH3595-SA=5-1/2˝

Add DA,andangle required

to product number.Ex. HLBH3595-DA30

TF4 3/8˝

L

H

DW

HLBH

HLBH – Heavy-duty hanger for LVL, LSL, and PSL beams.

Materials: See EWP Top Mount Hangers charts,pages 129-139.

Finish: USP primerCodes: ESR-1831, FL822, L.A. City RR 25836

Installation:• Use all specified fasteners. See Product Notes, page 11.• For welded installations, see page 198.• 16d ring shank nails are supplied with HLBH hangers.


Uplift Uplift

Qty Type Qty Type 100% 160% 100% 160%

4X 15 NA16D-RS 6 10d x 1-1/2 9600 1390 8255 1195

4X 15 NA16D-RS 6 16d 9600 1605 8255 1380

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) NA16D-RS nails are 9 gauge (0.148˝ diameter) by 3-1/2˝ long. 3) Listed loads shall not be increased.

S-P-F

Allowable Loads (Lbs.) 3

Header Joist

HLBH

USPSeries

NailerSize

DF-L / SP

HLBH Nailer Options – chart represents maximum allowableloads for hangers used on wood nailers. Reference page 115.

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®Top Flange Hangers – MPH, PHM, & PHXU series

MPH – 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 127-134.Finish: USP primer; PHXU – G90 galvanizing.Codes: ESR-1781, ESR-1831, ESR-2104,

FL816, FL820, FL822, FL13285L.A. City RR 25745, L.A. City RR 25836, L.A. City RR 25843

Patents: #6,463,711 B1 – PHXU

Installation:• 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 over hanger 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 198.

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Typical MPHinstallation

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Typical PHXUinstallation

continued on next pagecontinued on next page

Install with (2)16d duplex nailsin grouted cells

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Specialty Options Chart – refer to Specialty Options pages 194, 196 to 197 for additional details.Option USP Series Skewed1,3,5 Sloped Seat2,3 Sloped / Skewed 1,2,3 Sloped Top Flange4 Top Flange Offset5 Saddle5,6 Ridge

PHM 1˚ to 84˚ 0˚ to 45˚

PHXU N/A

MPH -- -- N/A N/A

5-9/16˝ to 7-1/2˝ 85%

PHM

Add DA,andangle required to

to product number.Ex. PHXU17955-DA30

PHXU N/A

MPH N/A N/A

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 on joist in all applications and web stiffeners with I-joists. 4) Sloped top flanges with slopes greater than 15° may have additional header nails. 5) Skewed, top flange offset, or saddle options will have a solid, welded top flange. 6) Minimum header thickness shall be double the top flange (TF) dimension for 100% table load.

Range

AllowableLoads

Add SK,angle required, andright (R)or left (L),to product number.

Ex. PHXU1795-SK45R

Ordering

PHXU

PHM

MPH

100% of table load.See footnote 6.

Add OS,andright (R)or left (L),

to product number.Ex. PHXU1795-OSL

100% of table load100% of table load

100% of table load.

Add SL,slope required, andup (U)or down (D),to product number.

Ex. PHXU1795-SL30D

See Sloped Seatand Skewed.

Ex.PHXU1795-SK45RSL30D

Add SF,angle required, andright (R)or left (L),to product number.

Ex. PHXU1795-SF30L

1˚ to 60˚1˚ to 45˚

Add SA,and saddle

width requiredto product number.

Ex. PHXU1795-SA=5-1/2˝

100% of table load

Reduceallowable table

loads usingstraight-lineinterpolation

100% of table load up toMax. load of 3900 lbs.

100% of table load up toMax. load of 2500 lbs.

See Sloped Seatand Skewed

-- --0° to 35° -- --


Uplift Uplift

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 -- --

PHXU 1-3/4˝ widths

4X 8 16d 6 10d x 1-1/2 4425 1035 3805 890

4X 8 16d 6 10d x 1-1/2 5285 970 4545 835

4X 8 16d 6 10d 5285 1290 4545 1110

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) 16d x 2-1/2 nails are 89 gauge (0.1628˝ diameter) by 2-1/2˝ long. 3) Listed loads shall not be increased.


S-P-FHeader Joist

USPSeries

NailerSize

PHXU 2-3/4˝ > widths

DF-L / SP

PHM

PHM & PHXU Nailer Options – chart represents maximum allowable loads for hangers used on woodnailers. Reference page 115.

PHM

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Dimensions Fastener Schedule2,3,4,8 100% Allowable Loads (Lbs.)1,5,7 DF-L/SP

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Joist SizeUSP

Stock No.

Ref. No.

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W H D L TF Qty Type Qty Type DF-

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THO15925 ITT29.25 -- 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 5, F30, R5

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 10, F16, R14

MPH210 WM210, WM29.25

-- 12 1-9/16 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2585 -- 5, F30, R5

THO15950 ITT29.5 -- 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 5, F30, R5

BPH1595 LBV1.56/9.5, MIT29.5

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 -- 625 10, F16, R14

MPH1595 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 -- 5, F30, R5

BPH15112 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 10, F16, R14

MPH212 WM211.25, WM212

-- 12 1-9/16 11-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2585 -- 5, F30, R5

THO15118 ITT211.88, 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 5, F30, R5

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 10, F16, R14


THO15140 ITT214 -- 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 5, F30, R5 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 10, F16, R14

MPH1514 -- -- -- 12 1-9/16 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2585 -- 5, F30, R5

1-5/8 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 -- 230 5, F30, R5

1-5/8 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 5, F30, R5

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 5, F30, R5 1-5/8 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 -- 230 5, F30, R5

1-3/4 x 7-1/4 PHXU17725 LBV1.81/7.25, WP1.81/7.25

x 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 8, R9

BPH17925 ITT9.25, 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 -- 625

PHM17925 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 8, F14, R9

THO17950 ITS1.81/9.5, ITT9.5

-- 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 5, F30, R5

BPH1795 LBV1.81/9.5, MIT9.5

x 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

PHM1795 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 8, F14, R9

MPH1795 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 -- 5, F30, R5 BPH17112 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 -- 625

PHM17112 -- -- 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 8, F14, R9

THO17118 ITS1.81/11.88, ITT11.88, MIT11.88

-- 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 5, F30, R5

BPH17118 BA1.81/11.88, LBV1.81/11.88

x 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

PHM17118 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 8, F14, R9

MPH17118 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 -- 5, F30, R5

TFL1714 ITS1.81/14, ITT14

-- 18 1-13/16 14 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27

BPH1714 LBV1.81/14, MIT1.81/14

x 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 10, R14

PHM1714 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 -- -- 10, F16, R14 PHXU1714 WPU1.81/14 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 8, F14, R9

MPH1714 WM14 -- 12 1-13/16 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2975 -- 5, F30, R5

TFL1716 ITS1.81/16, ITT16

-- 18 1-13/16 16 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27

BPH1716 B1.81/16, LBV1.81/16, MIT1.81/16

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 -- 625

PHM1716 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 -- 5, F30, R5

2 - 2-1/8 x 9-1/2 TFL2095 ITS2.06/9.5, ITT2.06/9.5, ITT2.1/9.5

-- 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 -- 360 1, F27

2 - 2-1/8 x 11-7/8

TFL20118 ITS2.06/11.88, ITT2.06/11.88, ITT2.1/11.88

-- 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 -- 360 1, F27

See footnotes on page 128.

1-3/4 x 14

1-3/4 x 1610, F16, R14

1-3/4 x 11-1/410, F16, R14

1-3/4 x 11-7/810, F16, R14

1-1/2 x 14

1-3/4 x 9-1/410, F16, R14

1-3/4 x 9-1/2 10, F16, R14

1-1/2 x 9-1/4

1-1/2 x 9-1/2

1-1/2 x 11-1/4

1-1/2 x 11-7/8

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Header Joist Header Material

EWP Top Mount Hanger Charts

Option USP Series Skewed1,3,5 Sloped Seat2,3 Sloped / Skewed 1,2,3 Sloped Top Flange4 Top Flange Offset5 Saddle5,6 Ridge

PHM 1˚ to 84˚ 0˚ to 45˚

PHXU N/A

MPH -- -- N/A N/A

5-9/16˝ to 7-1/2˝ 85%

PHM

PHXU N/A

MPH N/A N/A

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 on joist in all applications and web stiffeners with I-joists. 4) Sloped top flanges with slopes greater than 15° may have additional header nails. 5) Skewed, top flange offset, or saddle options will have a solid, welded top flange. 6) Minimum header thickness shall be double the top flange (TF) dimension for 100% table load.


Uplift6

Joist SizeUSP

Stock No.

Ref. No.

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L / S

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% CodeRef.

2 - 2-1/8 x 14 TFL2014 ITS2.06/14, ITT2.06/14, ITT2.1/14

-- 18 2-1/8 14 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27

2 - 2-1/8 x 16 TFL2016 ITT2.06/16, ITT2.1/16

-- 18 2-1/8 16 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27

TFL2395 ITS2.37/9.5, ITT359.5

-- 18 2-3/8 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27

MPH2395 -- -- -- 12 2-3/8 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 5, F30, R5

TFL23118 ITS2.37/11.88, ITT3511.88

-- 18 2-3/8 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27


TFL2314 ITS2.37/14, ITT3514

-- 18 2-3/8 14 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27

THO23140 LBV2.37/14, MIT3514

-- 18 2-3/8 14 2-3/8 -- 2 12 10d 2 10d x 1-1/2 2715 2715 2715 2715 2715 2280 -- 265 5, F30, R5

PHM2314 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 -- -- 10, F16, R14

MPH2314 -- -- -- 12 2-3/8 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 5, F30, R5

TFL2316 -- -- -- 18 2-3/8 16 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27

TFI3516 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, R12

PHM2316 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 -- -- 10, F16, R14

MPH2316 -- -- -- 12 2-3/8 16 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 5, F30, R5

TFI3518 HIT3518, LBV2.37/18, MIT3518

-- 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, R12

PHM2318 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 -- -- 10, F16, R14 MPH2318 -- -- x 12 2-3/8 18 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 5, F30, R5

TFI3520 HIT3520, 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 -- 360 2, F20, R12

PHM2320 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 -- -- 10, F16, R14 MPH2320 -- -- x 12 2-3/8 20 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 5, F30, R5 TFL25925 ITT39.25 -- 18 2-9/16 9-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27 MPH25925 -- -- -- 12 2-1/2 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 5, F30, R5

2-1/2 x 9-3/8 TFL25938 ITT39.37 -- 18 2-9/16 9-3/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27

TFL2595 ITS2.56/9.5, ITT39.5

-- 18 2-9/16 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27

MPH2595 -- -- -- 12 2-1/2 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 5, F30, R5 TFL25112 ITT311.25 -- 18 2-9/16 11-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27 MPH25112 -- -- -- 12 2-1/2 11-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 5, F30, R5

TFL25118 ITS2.56/11.88, ITT311.88

-- 18 2-9/16 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27

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 5, F30, R5 MPH25118 -- -- -- 12 2-1/2 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 5, F30, R5

2-1/2 x 13 TFL2513 ITT313 -- 18 2-9/16 13 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27

TFL2514 ITS2.56/14, ITT314

-- 18 2-9/16 14 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27

THO25140 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 5, F30, R5 PHM2514 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 -- -- 10, F16, R14 MPH2514 -- -- -- 12 2-1/2 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 5, F30, R5 TFL2516 ITT316 -- 18 2-9/16 16 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1, F27

TFI316 LBV2.56/16, 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, R12

PHM2516 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 -- -- 10, F16, R14 MPH2516 -- -- -- 12 2-1/2 16 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 5, F30, R5

TFI318 HIT318, LBV2.56/18, MIT318

-- 16 2-9/16 18 2-1/2 -- 2 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360 2, F20, R12

MPH2518 -- -- x 12 2-1/2 18 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 5, F30, R5

1) When I-joist is used as a header, all nails must be 10d x 1-1/2. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Duplex nails are No. 8 wire gauge (0.162˝ diameter) and 3-1/2˝ long, double headed nails. 4) NA16D-RS nails are 9 gauge (0.148˝ diameter) by 3-1/2˝ long, hardened ring shank nails. 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 permitted 7) Some listed loads may be increased for short-term loading. Refer to code evaluation reports for USP Structural Connectors for details. 8) Minimum nail penetration shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 9) When I-Joists with flanges less than 1-1/2˝ thick are used as headers, the published capacity shall be reduced. Contact USP for additional information. 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 bold font.

2-1/2 x 18

2-1/2 x 11-1/4

2-1/2 x 11-7/8

2-1/2 x 14

2-1/2 x 16

2-1/4 - 2-5/16 x 18

2-1/4 - 2-5/16 x 20

2-1/2 x 9-1/4

2-1/2 x 9-1/2

2-1/4 - 2-5/16 x 9-1/2

2-1/4 - 2-5/16 x 11-7/8

2-1/4 - 2-5/16 x 14

2-1/4 - 2-5/16 x 16

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TFI320 HIT320, LBV2.56/20, MIT320

-- 16 2-9/16 20 2-1/2 -- 2 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360 2, F20, R12


TFI322 HIT322, 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 -- 360 2, R12


TFI324 HIT324, LBV2.56/24, WPI324

-- 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, R12


TFI326 HIT326, LBV2.56/26, WPI326

-- 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, R12

MPH2526 -- -- x 12 2-1/2 26 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 5, F30, R5 2-5/8 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 -- 265 5, F30, R5 2-5/8 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 -- 265 5, F30, R5 2-5/8 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 -- 265 5, F30, R5 2-5/8 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 -- 265 5, F30, R5

PHXU27925 HWU2.75/9.25 -- 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 8, F14, R9 HLBH27925 GLTV2.75/9.25 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 10, F16, R14 PHXU2795 -- -- -- 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 8, F14, R9 HLBH2795 GLTV2.75/9.5 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 10, F16, R14 PHXU27112 -- -- -- 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 8, F14, R9 HLBH27112 GLTV2.75/11.25 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 10, F16, R14 PHXU27118 -- -- -- 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 8, F14, R9 HLBH27118 GLTV2.75/11.88 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 10, F16, R14 PHXU2714 -- -- -- 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 8, F14, R9 HLBH2714 GLTV2.75/14 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 10, F16, R14 PHXU2716 -- -- -- 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 8, F14, R9 HLBH2716 GLTV2.75/16 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 -- 1380 10, F16, R14

BPH31925 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 -- 625 10, F16, R14

PHXU31925 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 -- 970 130

MPH210-2 WM210-2, WM29.25-2

x 12 3-1/8 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5

THO15950-2 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 5, F30, R5 BPH3195 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 10, F16, R14 PHXU3195 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 -- 970 130 MPH1595-2 WM29.5-2 x 12 3-1/8 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5 BPH31112 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 10, F16, R14 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 -- 970 130 MPH15112-2 WM211.25-2 x 12 3-1/8 11-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5 THO15118-2 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 5, F30, R5 BPH31118 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 10, F16, R14 PHXU31118 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 -- 970 130 MPH15118-2 WM211.88-2 x 12 3-1/8 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5 BPH3114 LBV3.12/14 x 12 3-1/8 14 3 -- 2-3/32 10 16d 4 10d -- 3440 3510 3775 3440 2815 -- 625 10, F16, R14 PHXU3114 -- -- 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 -- 970 130

THO35925 ITT49.25 -- 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 5, F30, R5

BPH35925 BA410, LBV3.56/9.25

x 12 3-9/16 9-1/4 2-3/8 -- 2-3/8 10 16d 4 10d -- 3485 3510 3775 3485 3280 -- 815

PHM35925 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 -- --

PHXU35925 HB3.56/9.25, HWI49.25, HWU3.56/9.25

x 7 3-9/16 9-1/4 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9

HLBH35925 -- -- x 7 3-5/8 9-1/4 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16, R14 MPH410 WM410 -- 12 3-9/16 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5

3-1/2 x 9-1/4

10, F16, R14

3 x 9-1/2

3 x 11-1/4

3 x 11-7/8

3 x 14

2-11/16 x 11-7/8

2-11/16 x 14

2-11/16 x 16

3 x 9-1/4

2-1/2 x 26

2-11/16 x 9-1/4

2-11/16 x 9-1/2

2-11/16 x 11-1/4

Header Material

2-1/2 x 20

2-1/2 x 22

2-1/2 x 24

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Dimensions Fastener Schedule2,3,4,8 100% Allowable Loads (Lbs.) 1,5,7 DF-L/SP

Uplift6

Joist SizeUSP

Stock No.

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3-1/2 x 9-3/8 THO35938 ITT49.37 -- 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 -- 265 5, F30, R5

THO35950 ITT49.5 -- 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 -- 265 5, F30, R5 THO17950-2 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 -- 1115 5, F30, R5 BPH3595 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 -- 815 PHM3595 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 -- --

PHXU3595

GLTV3.59, HB3.56/9.5, HWI49.5, HWU3.56/9.5

x 7 3-9/16 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9

HLBH3595 HGLTV3.59 x 7 3-5/8 9-1/2 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16, R14 MPH1795-2 WM3.56/9.5 -- 12 3-5/8 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5 THO35112 ITT411.25 -- 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 5, F30, R5

BPH35112 BA412, LBV3.56/11.25

x 12 3-9/16 11-1/4 2-3/8 -- 2-3/8 10 16d 4 10d -- 3485 3510 3775 3485 3280 -- 815 10, F16, R14

PHM35112 WPI411.25 x 7/10 3-5/8 11-1/4 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10, F16, R14

PHXU35112

GLTV3.56/11.25, HB3.56/11.25, HWI411.25, HWU3.56/11.25

x 7 3-9/16 11-1/4 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9

HLBH35112 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 10, F16, R14

MPH412 WM412 -- 12 3-9/16 11-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5

THO35118 ITT411.88 -- 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 -- 265 5, F30, R5 THO17118-2 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 -- 1115 5, F30, R5

BPH35118 BA3.56/11.88, LBV3.56/11.88

x 12 3-9/16 11-7/8 2-3/8 -- 2-3/8 10 16d 4 10d -- 3485 3510 3775 3485 3280 -- 815

PHM35118 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 -- --

PHXU35118

GLTV3.511, HB3.56/11.88, HWI411.88, HWU3.56/11.88, WPU3.56/11.88

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 8, F14, R9

HLBH35118 HGLTV3.511 x 7 3-5/8 11-7/8 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16, R14 MPH17118-2 WM3.56/11.88 -- 12 3-5/8 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5 THO35120 -- -- -- 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 5, F30, R5

BPH3512 HWI412, LBV3.56/12

x 12 3-9/16 12 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 10, F16, R14

PHXU3512 GLTV3.512, 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 8, F14, R9

HLBH3512 HGLTV3.512 x 7 3-5/8 12 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16, R14 MPH3512 WMI412 -- 12 3-1/2 12 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5

3-1/2 x 13 THO35130 ITT413 -- 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 -- 265 5, F30, R5 THO35140 ITT414 -- 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 -- 265 5, F30, R5 TFI414 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, R12

BPH3514 B3.56/14, BA3.56/14, LBV3.56/14

x 12 3-9/16 14 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140

PHM3514 WPI414 x 7/10 3-5/8 14 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --

PHXU3514

GLTV3.514, HB3.56/14, HWI414, HWU3.56/14, WPU3.56/14

x 7 3-9/16 14 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9



3-1/2 x 12

3-1/2 x 14

10, F16, R14

3-1/2 x 9-1/2

10, F16, R14

3-1/2 x 11-1/4

3-1/2 x 11-7/8

10, F16, R14

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THO35160 ITT416 -- 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 5, F30, R5 TFI416 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, R12

BPH3516 B3.56/16, BA3.56/16, LBV3.56/16

x 12 3-9/16 16 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140

PHM3516 WPI416 x 7/10 3-5/8 16 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --

PHXU3516


x 7 3-9/16 16 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9


TFI418 HIT418, MIT418

-- 16 3-9/16 18 2-1/2 -- 2-1/8 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360 2, F20, R12

BPH3518 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

PHM3518 WPI418 x 7/10 3-5/8 18 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --

PHXU3518


x 7 3-9/16 18 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9

HLBH3518 HGLTV3.518 x 7 3-5/8 18 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16, R14

MPH3518 WMI418 x 12 3-1/2 18 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5

TFI420 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, R12

BPH3520 HIT420, LBV3.56/20

x 12 3-9/16 20 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140

PHM3520 WPI420 x 7/10 3-5/8 20 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --

PHXU3520 HB3.56/20, HWI420, WPU3.56/20

x 7 3-9/16 20 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9

HLBH3520 -- -- x 7 3-5/8 20 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16, R14 MPH3520 WMI420 x 12 3-1/2 20 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5 TFI422 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, R12

BPH3522 HIT3522, LBV3.56/22

x 12 3-9/16 22 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140

PHM3522 HWI422, WPI422

x 7/10 3-5/8 22 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --

PHXU3522 HB3.56/22, WPU3.56/22

x 7 3-9/16 22 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9

TFI424 HIT424, LBV3.56/24

-- 16 3-9/16 24 2-1/2 -- 2-1/8 10 16d 2 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 360 2, F20, R12

BPH3524 -- -- x 12 3-9/16 24 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140


x 7/10 3-5/8 24 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --

PHXU3524 HB3.56/24, WPU3.56/24

x 7 3-9/16 24 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9

TFI426 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, R12 BPH3526 LBV3.56/26 x 12 3-9/16 26 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140


x 7/10 3-5/8 26 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --

PHXU3526 HB3.56/26, WPU3.56/26

x 7 3-9/16 26 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9

BPH3528 LBV3.56/28 x 12 3-9/16 28 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140


x 7/10 3-5/8 28 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --

PHXU3528 HB3.56/28, WPU3.56/28

x 7 3-9/16 28 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9

BPH3530 LBV3.56/30 x 12 3-9/16 30 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140


x 7/10 3-5/8 30 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --

PHXU3530 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 8, F14, R9 BPH3532 -- -- x 12 3-9/16 32 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140


x 7/10 3-5/8 32 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --

PHXU3532 -- -- x 7 3-9/16 32 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 130

THO20950-2 LBV4.12/9.5, LBV4.28/9.5, MIT4.28/9.5

x 16 4-3/16 9-1/2 3 -- 2 10 16d 6 10d 2630 2330 2665 2665 2665 2240 -- 1115 5, F30, R5

PHM4295 -- -- x 7/10 4-3/16 9-1/2 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 130

3-1/2 x 3210, F16, R14

4 - 4-3/16 x 9-1/2

3-1/2 x 28

10, F16, R14

3-1/2 x 3010, F16, R14

3-1/2 x 24 10, F16, R14

3-1/2 x 2610, F16, R14

3-1/2 x 20

10, F16, R14

3-1/2 x 2210, F16, R14

3-1/2 x 16

10, F16, R14

3-1/2 x 18

10, F16, R14

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Stock No.

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3-1/2 x 9-3/8 THO35938 ITT49.37 -- 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 -- 265 5, F30, R5

THO35950 ITT49.5 -- 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 -- 265 5, F30, R5 THO17950-2 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 -- 1115 5, F30, R5 BPH3595 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 -- 815 PHM3595 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 -- --

PHXU3595 x 7 3-9/16 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9

HLBH3595 HGLTV3.59 x 7 3-5/8 9-1/2 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16, R14 MPH1795-2 WM3.56/9.5 -- 12 3-5/8 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5 THO35112 ITT411.25 -- 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 5, F30, R5

BPH35112 x 12 3-9/16 11-1/4 2-3/8 -- 2-3/8 10 16d 4 10d -- 3485 3510 3775 3485 3280 -- 815 10, F16, R14

PHM35112 WPI411.25 x 7/10 3-5/8 11-1/4 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10, F16, R14

PHXU35112 x 7 3-9/16 11-1/4 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9

HLBH35112 x 7 3-5/8 11-1/4 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16, R14

MPH412 WM412 -- 12 3-9/16 11-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5

THO35118 ITT411.88 -- 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 -- 265 5, F30, R5 THO17118-2 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 -- 1115 5, F30, R5

BPH35118 x 12 3-9/16 11-7/8 2-3/8 -- 2-3/8 10 16d 4 10d -- 3485 3510 3775 3485 3280 -- 815

PHM35118 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 -- --

PHXU35118 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 8, F14, R9

HLBH35118 HGLTV3.511 x 7 3-5/8 11-7/8 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16, R14 MPH17118-2 WM3.56/11.88 -- 12 3-5/8 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5 THO35120 -- -- -- 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 5, F30, R5

BPH3512 x 12 3-9/16 12 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 10, F16, R14

PHXU3512 x 7 3-9/16 12 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9


3-1/2 x 13 THO35130 ITT413 -- 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 -- 265 5, F30, R5 THO35140 ITT414 -- 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 -- 265 5, F30, R5 TFI414 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, R12

BPH3514 x 12 3-9/16 14 2-3/4 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140

PHM3514 WPI414 x 7/10 3-5/8 14 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- --

PHXU3514 x 7 3-9/16 14 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9



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THO20118-2 LBV4.12/11.88, LBV4.28/11.88, MIT4.28/11.88

x 16 4-3/16 11-7/8 3 -- 2 10 16d 6 10d 2630 2330 2700 2700 2700 2270 -- 1115 5, F30, R5

PHM42118 -- -- x 7/10 4-3/16 11-7/8 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 130

THO20140-2 LBV4.12/14, LBV4.28/14, MIT4.28/14

x 12 4-3/16 14 3 -- 1-15/16 10 16d 6 10d 2630 2330 3700 3700 3700 2765 -- 1175 5, F30, R5

PHM4214 -- -- x 7/10 4-3/16 14 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 130

THO20160-2 LBV4.12/16, LBV4.28/16

x 12 4-3/16 16 3 -- 1-15/16 10 16d 6 10d 2630 2330 3700 3700 3700 2765 -- 1175 5, F30, R5

PHM4216 -- -- x 7/10 4-3/16 16 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 130

THO23950-2 LBV4.75/9.5, MIT359.5-2

x 12 4-3/4 9-1/2 3 -- 2 10 16d 6 10d 2630 3535 3635 3635 3665 2675 -- 11755,

F30, R5

PHM2395-2 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 -- -- 10, F16, R14

THO23118-2 LBV4.75/11.88, MIT3511.88-2

x 12 4-3/4 11-7/8 3 -- 2-1/8 10 16d 6 10d 2630 3535 3665 3665 3665 3005 -- 11755,

F30, R5

PHM23118-2 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 -- -- 10, F16, R14

MPH23118-2 WM3511.88-2 x 12 4-5/8 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5

THO23140-2 LBV4.75/14, MIT3514-2

x 12 4-3/4 14 3 -- 2-1/8 12 16d 6 10d 2630 3535 4405 4405 4450 3265 -- 11755,

F30, R5

MPH2314-2 WM3514-2 x 12 4-5/8 14 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5

THO23160-2 LBV4.75/16 x 12 4-3/4 16 3 -- 2-1/8 12 16d 6 10d 2630 3535 4405 4405 4450 3265 -- 1175 5, F30, R5

PHM2316-2 WP3516-2 x 7/10 4-3/4 16 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 10, F16, R14


THO23180-2 LBV4.75/18 x 12 4-3/4 18 3 -- 2-1/8 14 16d 6 10d 2630 3535 4685 4685 4770 3520 -- 1175 5, F30, R5

PHM2318-2 WP3518-2 x 7/10 4-3/4 18 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 10, F16, R14


THO23200-2 LBV4.75/20 x 12 4-3/4 20 3 -- 2-1/8 14 16d 6 10d 2630 3535 4685 4685 4770 3520 -- 1175 5, F30, R5

PHM2320-2 WP3520-2 x 7/10 4-3/4 20 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 10, F16, R14


5 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 -- 1175 5, F30, R5

THO25950-2 MIT39.5-2, LBV5.12/9.5

x 12 5-1/8 9-1/2 3 -- 2-1/8 10 16d 6 10d 2630 3535 3665 3665 3665 2710 -- 1175 5, F30, R5

PHM2595-2 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 -- -- 10, R14

5 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 5, F30, R5

5 x 11-7/8 THO25118-2 LBV5.12/11.88, MIT311.88-2

x 12 5-1/8 11-7/8 3 -- 2-1/8 10 16d 6 10d 2630 3535 3665 3665 3665 3005 -- 1175 5, F30, R5

THO25140-2 MIT314-2, LBV5.12/14

x 12 5-1/8 14 3 -- 2-1/8 12 16d 6 10d 2630 3535 4405 4405 4450 3265 -- 1175 10, F16

PHM2514-2 WPI314-2 x 7/10 5-1/8 14 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 10, F16, R14

THO25160-2 MIT5.12/16, LBV5.12/16

x 12 5-1/8 16 3 -- 2-1/8 12 16d 6 10d 2630 3535 4405 4405 4450 3265 -- 1175 5, F30, R5

PHM2516-2 WPI316-2 x 7/10 5-1/8 16 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 10, F16, R14

THO25180-2 B5.12/18 x 12 5-1/8 18 3 -- 2-1/8 14 16d 6 10d 2630 3535 4685 4685 4770 3520 -- 1175 5, F30, R5

PHM2518-2 WPI318-2 x 7/10 5-1/8 18 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 10, F16, R14

THO25200-2 B5.12/20 x 12 5-1/8 20 3 -- 2-1/8 14 16d 6 10d 2630 3535 4685 4685 4770 3520 -- 1175 5, F30, R5

PHM2520-2 WPI320-2 x 7/10 5-1/8 20 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 10, F16, R14

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 -- -- 10, F16, R14

5 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 -- -- 10, F16, R14

1) When I-joist is used as a header, all nails must be 10d x 1-1/2.

2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long.

3) Duplex nails are No. 8 wire gauge (0.162˝ diameter) and 3-1/2˝ long, double headed nails.

4) NA16D-RS nails are 9 gauge (0.148˝ diameter) by 3-1/2˝ long, hardened ring shank nails.

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 permitted

7) Some listed loads may be increased for short-term loading. Refer to code evaluation reports for USP Structural Connectors for details.

8) Minimum nail penetration shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails.

9) When I-Joists with flanges less than 1-1/2˝ thick are used as headers, the published capacity shall be reduced. Contact USP for additional information.

Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.

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4 - 4-3/16 x 11-7/8

4 - 4-3/16 x 14

4 - 4-3/16 x 16

4-1/2 - 4-5/8 x 9-1/2

4-1/2 - 4-5/8 x 18

4-1/2 - 4-5/8 x 20

5 x 9-1/2

4-1/2 - 4-5/8 x 11-7/8

4-1/2 - 4-5/8 x 14

4-1/2 - 4-5/8 x 16

5 x 20

5 x 14

5 x 16

5 x 18

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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 -- -- 10, F16, R14

PHXU55925 GLTV5.50/9.25, HB5.50/9.25, HWU5.50/9.25

x 7 5-1/2 9-1/4 3-1/4 11-1/2 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9

HLBH55925 -- -- x 7 5-9/16 9-1/4 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 10, F16, R14 BPH5595 -- -- x 12 5-9/16 9-1/2 3 -- 2-5/32 10 16d 4 10d -- 3450 3510 3775 3450 3280 -- 815 10, R14

PHM5595 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 -- -- 10, F16, R14

PHXU5595 GLTV5.59, HB5.50/9.5, HWU5.50/9.5

x 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 8, F14, R9

HLBH5595 HGLTV5.59 x 7 5-9/16 9-1/2 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 10, F16, R14 MPH5595 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 -- 5, F30, R5

PHXU55112 GLTV5.50/11.25, HB5.50/11.25, HWU5.50/11.25

x 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 8, F14, R9

HLBH55112 -- -- x 7 5-9/16 11-1/4 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 10, F16, R14 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 10, R14 PHM55118 -- -- x 7/10 5-5/8 11-7/8 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16, R14

PHXU55118 GLTV5.511, HB5.50/11.88, HWU5.50/11.88

x 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 8, F14, R9

HLBH55118 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 10, F16, R14 MPH55118 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 -- 5, F30, R5 PHXU5512 HB5.50/12 x 7 5-1/2 12 3-1/4 11-1/2 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9 HLBH5512 -- -- x 7 5-9/16 12 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 10, F16, R14 BPH5514 -- -- x 12 5-9/16 14 2-1/2 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1220 10, R14 PHM5514 -- -- x 7/10 5-5/8 14 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16, R14

PHXU5514 GLTV5.514, HB5.50/14, HWU5.50/14

x 7 5-1/2 14 3-1/4 11-1/2 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9


BPH5516 LBV5.12/16 x 12 5-9/16 16 2-1/2 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1220 10, R14

PHM5516 -- -- x 7/10 5-5/8 16 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16, R14

PHXU5516 GLTV5.516, HB5.50/16, HWU5.50/16

x 7 5-1/2 16 3-1/4 11-1/2 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9


BPH5518 -- -- x 12 5-9/16 18 2-1/2 -- 2-1/32 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1220 10, R14 PHM5518 -- -- x 7/10 5-5/8 18 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16, R14

PHXU5518 GLTV5.518, HB5.50/18

x 7 5-1/2 18 3-1/4 11-1/2 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9


PHXU5520 HB5.50/20 x 7 5-1/2 20 3-1/4 11-1/2 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9

HLBH5520 -- -- x 7 5-9/16 20 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 10, F16, R14 7 x 7-1/4 PHXU71725 -- -- 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 130

BPH71925 -- -- x 12 7-1/8 9-1/4 3 -- 2-3/8 10 16d 6 10d -- 3485 3510 3775 3485 3280 -- 1220 PHM35925-2 -- -- x 7/10 7-1/8 9-1/4 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --

PHXU71925 HB7.12/9.25, 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 8, F14, R9

HLBH71925 -- -- x 7 7-1/8 9-1/4 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16, R14

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 -- 1220

PHM3595-2 -- -- x 7/10 7-1/8 9-1/2 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --

PHXU7195 GLTV49.5-2, HB7.12/9.5, 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 8, F14, R9

HLBH7195 -- -- x 7 7-1/8 9-1/2 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16, R14 MPH3595-2 WMI49.5-2 x 12 7-1/8 9-1/2 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5

BPH71112 -- -- x 12 7-1/8 11-1/4 3 -- 2-3/16 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220 10, F16, R14

PHXU71112 GLTV411.25-2, HB7.12/11.25

x 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 8, F14, R9

HLBH71112 HGLTV411.25-2 x 7 7-1/8 11-1/4 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16, R14

MPH35112-2 WMI411.25-2 x 12 7-1/8 11-1/4 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5

7 x 9-1/2

10, F16, R14

7 x 11-1/4

5-1/4 x 18

5-1/4 x 20

7 x 9-1/4

10, F16, R14

5-1/4 x 11-7/8

5-1/4 x 12

5-1/4 x 14

5-1/4 x 16

Header Material

5-1/4 x 9-1/4

5-1/4 x 9-1/2

5-1/4 x 11-1/4

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BPH71118 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 -- 1220

PHM35118-2 -- -- x 7/10 7-1/8 11-7/8 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --

PHXU71118

GLTV411.88-2, HB7.12/11.88, HWU7.12/11.88, WPI411.88-2

x 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 -- 1290 8, F14, R9

HLBH71118 HGLTV411.88-2 x 7 7-1/8 11-7/8 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16, R14 MPH35118-2 WMI411.88-2 x 12 7-1/8 11-7/8 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5

BPH7114 B7.12/14 x 12 7-1/8 14 3 -- 2-3/16 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220

PHM3514-2 -- -- x 7/10 7-1/8 14 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --

PHXU7114 GLTV414-2, HB7.12/14, WPI414-2

x 7 7-1/8 14 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9

HLBH7114 HGLTV414-2 x 7 7-1/8 14 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16, R14

MPH3514-2 WMI414-2 x 12 7-1/8 14 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5

BPH7116 B7.12/16 x 12 7-1/8 16 3 -- 2-3/16 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220

PHM3516-2 -- -- x 7/10 7-1/8 16 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --

PHXU7116 GLTV416-2, HB7.12/16, WPI416-2

x 7 7-1/8 16 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9


MPH3516-2 WMI416-2 x 12 7-1/8 16 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5

BPH7118 B7.12/18 x 12 7-1/8 18 3 -- 2-3/16 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220 PHM3518-2 -- -- x 7/10 7-1/8 18 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- --

PHXU7118 GLTV418-2, HB7.12/18, 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 -- 1290 8, F14, R9


MPH3518-2 WMI418-2 x 12 7-1/8 18 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F30, R5 BPH7120 B7.12/20 x 12 7-1/8 20 3 -- 2-3/16 10 16d 6 10d -- 3455 3510 3775 3455 3280 -- 1220 10, F16, R14

PHM3520-2 -- -- x 7/10 7-1/8 20 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, R14

PHXU7120 GLTV420-2, HB7.12/20

x 7 7-1/8 20 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9

HLBH7120 -- -- x 7 7-1/8 20 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16, R14 BPH7122 B7.12/22 x 12 7-1/8 22 3 -- 2-3/16 10 16d 6 10d -- 3455 3510 3775 3455 3280 -- 1220 10, F16, R14

PHXU7122 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 8, F14, R9

HLBH7122 GLTV422-2, HB7.12/22, HGLTV7.12/22

x 7 7-1/8 22 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16, R14

BPH7124 B7.12/24 x 12 7-1/8 24 3 -- 2-3/16 10 16d 6 10d -- 3455 3510 3775 3455 3280 -- 1220 10, F16, R14

PHXU7124 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 8, F14, R9

HLBH7124 GLTV424-2, HB7.12/24, HGLTV7.12/24

x 7 7-1/8 24 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16, R14

PHXU7126 B7.12/26, HB7.12/26, HWI426-2

x 7 7-1/8 26 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9

HLBH7126 GLTV426-2, HB7.12/26

x 7 7-1/8 26 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16, R14

PHXU7128 B7.12/28, HB7.12/28, HWI428-2

x 7 7-1/8 28 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9

HLBH7128 GLTV428-2, HB7.12/28

x 7 7-1/8 28 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16, R14

PHXU7130 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 8, F14, R9

HLBH7130 GLTV430-2, HGLTV430-2

x 7 7-1/8 30 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16, R14

PHXU7132 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 130

HLBH7132 GLTV432-2, HGLTV432-2

x 7 7-1/8 32 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, R14

1) When I-joist is used as a header, all nails must be 10d x 1-1/2. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Duplex nails are No. 8 wire gauge (0.162˝ diameter) and 3-1/2˝ long, double headed nails. 4) NA16D-RS nails are 9 gauge (0.148˝ diameter) by 3-1/2˝ long, hardened ring shank nails. 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 permitted 7) Some listed loads may be increased for short-term loading. Refer to code evaluation reports for USP Structural Connectors for details. 8) Minimum nail penetration shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 9) When I-Joists with flanges less than 1-1/2˝ thick are used as headers, the published capacity shall be reduced. Contact USP for additional information. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.

7 x 28

7 x 30

7 x 32

7 x 20

7 x 22

7 x 24

7 x 26

7 x 16

10, F16, R14

7 x 18

10, F16, R14

7 x 11-7/8

10, F16, R14

7 x 14

10, F16, R14

Web

Stif

fene

r Req

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H

L

TF

W D

Floor Uplift Floor Uplift

Rafter Width Ref. No. W L Plate Rafter 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 1-1/2 990 990 990 220 990 990 990 220

1-3/4 TMP175 VPA25 18 1-13/16 5-9/16 (6) 10d (4) 10d x 1-1/2 1150 1150 1150 220 1150 1150 1150 220

2 or 2-1/8 TMP21 VPA2.06, VPA2.1

18 2-1/8 6-3/8 (6) 10d (4) 10d x 1-1/2 1290 1290 1290 220 1290 1290 1290 2205, F30,

R5 2-5/16 TMP23 VPA35 18 2-3/8 6-3/8 (6) 10d (4) 10d x 1-1/2 1970 1970 1970 220 1970 1970 1970 220

2-1/2 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 220

3 TMP31 -- -- 18 3-1/8 7-5/16 (6) 10d (4) 10d x 1-1/2 1970 1970 1970 220 1970 1970 1970 220 3-1/2 TMP4 VPA4 18 3-9/16 7-5/16 (6) 10d (4) 10d x 1-1/2 1970 1970 1970 220 1970 1970 1970 220

1) Allowable loads are governed by test results; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails.

USPStock No.

SteelGauge

Roof CodeRef.

5, F10,F30, R5

5, F10,F30,R5

Allowable Loads (Lbs.) 1Dimensions Fastener Schedule2,3

Roof

DF-L / SP S-P-F

Top Side Uplift

Rafter Width 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 200

1-3/4 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 200

2 or 2-1/8 TMPH21 VPA2.06, VPA2.1

2-1/8 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 200

2-5/16 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 200

2-1/2 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 200

3 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 200 3-1/2 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 200

1) Allowable Loads may not be increased for duration of load adjustments. 2) 10d x 1-1/2 nails are 9 gauge (0.148" diameter) by 1-1/2˝ long. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails. 4) Web stiffeners are required for all Wood I-Joist installations.

10,F16,R14

CodeRef.


According to PitchUSPStock No.


DF-L / SPPlate Rafter4

The 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 gauge

Finish: G90 galvanizingCodes: ESR-1781, ESR-1831, FL815, FL822, FL13285

L.A. CITY RR 25836, L.A. CITY RR 25843

Installation:• 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 the fulcrum base into the top plate to lock the fulcrum into position.

DW

H

L 4 11/16˝

fulcrum

3 1/2˝

LW

Pitch Range:TMP – 1/12 - 6/12TMPH – 6/12 - 14/12

TMPTMPH

Typical TMP installationTypical TMPH installation

Adjustable Rafter-To-Plate Connectors – TMP & TMPH series

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Slope/Skew Hangers – LSSH series


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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 Galvanizing

Options: LSSH15 and LSSH210 are availablein Stainless steel. To order, add SS tostock number, as in LSSH15-SS.

Codes: ESR-1781, FL816,FL13285L.A. City RR 25843

Installation:• 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 desired position. Install 10d or 16d nails through nail holes into ridge beam at right 90° angle. If skewing the rafter, only drive nails into ridge beam on inside flange.3. Bend flange to desired angle. 4. Hammer outside flange until edge touches header. Fasten outside flange to ridge by driving 10d or 16d nails through nail holes.• Web stiffeners are required for all wood I-Joist installations.• Designer may consider adding a tension restraint for the supported member for roof slopes exceeding 6/12.

H

W1W2 W2

3˝

Slope to 45˚up or down

LSSH210

H

Slope to45˚

up ordown

W1W2 W2

3˝

LSSH35

skew to 45° maximumskew to 45˚ maximum

12 3 & 4

Typical LSSH179installation

Floor Uplift1 Floor Uplift1

Rafter Width Ref. No. W1 W2 H Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

1-1/2 LSSH15-TZ LSU26Z 18 1-9/16 1-3/4 5-1/16 6 10d 7 10d x 1-1/2 685 785 855 740 590 675 735 625 130

1-1/2 LSSH210 LSSU210 18 1-9/16 1-3/4 8-13/16 10 10d 7 10d x 1-1/2 1140 1310 1425 1065 980 1125 1225 895 1-3/4 LSSH179 LSSUI25 18 1-13/16 1-5/8 8-13/16 10 10d 7 10d x 1-1/2 1140 1310 1425 1065 980 1125 1225 895

2 - 2-1/8 LSSH20 LSSUI2.06, LSSU2.1

18 2-1/8 2-1/2 8-13/16 10 10d 7 10d x 1-1/2 1140 1310 1425 980 980 1125 1225 825

2-1/4 - 2-5/16 LSSH23 LSSUI35 18 2-5/16 2-3/8 8-13/16 10 10d 7 10d x 1-1/2 1140 1310 1425 980 980 1125 1225 825

2-1/2 LSSH25 LSSUH310 16 2-9/16 2-3/4 8-13/16 18 16d 12 10d x 1-1/2 2485 2600 2600 1195 2140 2185 2185 1005

2-5/8 LSSH26 -- -- 16 2-11/16 2-5/8 8-13/16 18 16d 12 10d x 1-1/2 2485 2600 2600 1195 2140 2185 2185 1005 3 LSSH31 LSSU210-2 16 3-1/8 3-3/4 8-13/16 18 16d 12 10d x 1-1/2 2485 2855 3105 1585 2140 2465 2680 1330

3-1/2 LSSH35 LSSU410 16 3-9/16 3-1/2 8-13/16 18 16d 12 10d x 1-1/2 2485 2855 3105 1585 2140 2465 2680 1330

1-1/2 LSSH15-TZ LSU26Z 18 1-9/16 1-3/4 5-1/16 6 10d 7 10d x 1-1/2 685 785 815 740 590 675 685 625 130

1-1/2 LSSH210 LSSU210 18 1-9/16 1-3/4 8-13/16 10 10d 7 10d x 1-1/2 1140 1310 1425 1065 980 1125 1225 895 1-3/4 LSSH179 LSSUI25 18 1-13/16 1-5/8 8-13/16 10 10d 7 10d x 1-1/2 1140 1310 1425 1065 980 1125 1225 895

2 - 2-1/8 LSSH20 LSSUI2.06, LSSU2.1

18 2-1/8 2-1/2 8-13/16 10 10d 7 10d x 1-1/2 1140 1310 1425 980 980 1125 1225 825

2-1/4 - 2-5/16 LSSH23 LSSUI35 18 2-5/16 2-3/8 8-13/16 10 10d 7 10d x 1-1/2 1140 1310 1425 980 980 1125 1225 825

2-1/2 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 1005 2-5/8 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 1005

3 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 1330 3-1/2 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 1330

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails.

CodeRef.

5,F11,F30,R5

5,F11,F30,R5

SLOPED ONLY HANGERS

SKEWED HANGERS or SLOPED & SKEWED HANGERS

USPStock No.

SteelGauge

Roof Roof


DF-L / SP S-P-F


Header Rafter


Options: See Specialty Options Chart.


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Typical GHF51135installation

Floor Uplift3

Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160%

3-1/8 x 6 GHF31600 -- -- 12 3-3/16 5-7/8 2-3/8 10 WS25 4 WS25 2190 2520 2740 1400

3-1/8 x 7-1/2 GHF31750 -- -- 12 3-3/16 7-3/8 2-3/8 12 WS25 4 WS25 2630 3020 3285 1400 3-1/8 x 9 GHF31900 -- -- 12 3-3/16 8-7/8 2-3/8 16 WS25 5 WS25 3505 4030 4380 1750

3-1/8 x 10-1/2 GHF31105 -- -- 12 3-3/16 10-3/8 2-3/8 20 WS25 6 WS25 4380 5035 5475 2100

3-1/8 x 12 GHF31120 -- -- 12 3-3/16 11-7/8 2-3/8 22 WS25 6 WS25 4820 5540 5800 2100 3-1/8 x 13-1/2 GHF31135 -- -- 12 3-3/16 13-3/8 2-3/4 24 WS25 6 WS25 5255 5665 5800 2100


3-1/8 x 18 GHF31178 -- -- 12 3-3/16 17-3/4 2-3/4 30 WS25 11 WS25 6570 7555 7825 3855

3-1/4 x 9 GHF32900 -- -- 12 3-5/16 8-7/8 2-3/8 16 WS25 5 WS25 3505 4030 4380 1750 3-1/4 x 12 GHF32120 -- -- 12 3-5/16 11-7/8 2-3/8 22 WS25 6 WS25 4820 5540 5800 2100


5-1/8 x 9 GHF51900 -- -- 12 5-3/16 8-7/8 2-3/8 18 WS3 5 WS3 3940 4535 4930 1750



5-1/8 x 16-1/2 GHF51165 -- -- 7 5-3/16 16-3/8 2-3/4 30 WS3 7 WS3 7500 8625 9375 2800



5-1/8 x 24 GHF51233 -- -- 7 5-3/16 23-1/4 2-3/4 40 WS3 11 WS3 10000 11055 11330 4400 5-1/4 x 9 GHF52900 -- -- 12 5-5/16 8-7/8 2-3/8 18 WS3 5 WS3 3940 4535 4930 1750

5-1/4 x 12 GHF52120 -- -- 12 5-5/16 11-7/8 2-3/8 24 WS3 6 WS3 5255 6045 6570 2100



6-3/4 x 12 GHF67120 -- -- 7 6-7/8 11-7/8 2-3/4 28 WS3 8 WS3 7000 8050 8750 3200



6-3/4 x 19-1/2 GHF67195 -- -- 7 6-7/8 19-1/8 3 40 WS3 14 WS3 10000 11500 12500 5600

6-3/4 x 21 GHF67210 -- -- 7 6-7/8 20-3/8 3 44 WS3 18 WS3 11000 12650 13000 7200 6-3/4 x 22-1/2 GHF67225 -- -- 7 6-7/8 21-7/8 3 46 WS3 20 WS3 11500 13000 13000 8000

6-3/4 x 24 GHF67240 -- -- 7 6-7/8 23-1/4 3 48 WS3 22 WS3 12000 13000 13000 8800

1) Allowable loads based on seat bearing calculated at 560 psi perpendicular to grain. 2) WS3 Wood Screws are 1/4" x 3˝ long and are included with hangers. 3) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. New products or updated product information are designated in bold font.

CodeRef.

130

Joist


Roof

Fastener Schedule2

DF-L / SPHeader

GlulamSize

USPStock No.

SteelGauge

Dimensions

GHF

2 1/8˝

H

DW

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2 Inverted Flange

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed Not available in widths less than 4-1/2˝

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 3) All skewed GHF hangers require joist to be bevel/miter cut. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.

AllowableLoads

Ordering

80% of table loadon skews greater.

75% of uplift load than 15˚.

100% of table load.65% of table load when nailing

into the support members end grain.

Add SK,angle required, and right (R)or left (L), to product number.

Ex. GHF31900-SK45R

See Sloped Seat and Skewed.Ex. GHF31900-SK45RSL30D

Add IF to product number.Ex. GHF51135IF

Add SL,slope required, and up (U) or down (D),to product number.

Ex. GHF31900-SL30D

100% of table load100% of table load.

75% of uplift load on skewsgreater than 15˚.


TypicalGHF51135IF

inverted flangeinstallation

Glulam Face Mount Hangers – GHF series

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®Bolted Glulam Beam Hangers – KEG, KLEG, & KMEG series

Option Skewed 3Sloped Seat Top Flange Offset1,2

1) Top flange offset hangers may not be skewed. 3) Carried member must have square cut end on skewed option. Refer to 2) Top flange offset option is not available for KEG models. Typical PHXU hanger, skewed, left shown, Type B illustration on page 196.


to product number.Ex. KLEG3H112-SK45R


to product number.Ex. KLEG3H112-SL30D

Add OS,andright (R)or left (L),to product number.

Ex. KLEG3H112-OSL

AllowableLoads

Ordering

Range -- --

KLEG - 10000 lbs. Max.KMEG - 10000 lbs. Max.KEG - 14250 lbs. Max.

KLEG - 9665 lbs. Max.KMEG - 9665 lbs. Max.KEG - 9665 lbs. Max.

1˚ to 45˚ 1˚ to 45˚

KMEG - 5665 lbs. Max.KMEG - 11˝ min. height.

KLEG - 5665 lbs. Max.KLEG - 9˝ min. height.


Bolt-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.


Options: See Specialty Options Chart.Codes: ESR-1280, FL11664,

L.A. City RR 25749

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 9˝ for the KLEG; 9˝ for the KMEG; 11˝ for the KEG.

H

TF

4˝ 3˝

3˝

3˝ 3˝

11 1/4˝

L

D

4˝

4˝

17 1/2˝4˝

4˝4˝

4˝

H

L

TF

DW

Uplift

Floor Roof Floor Roof

Ref. No W H3D TF L Qty Dia. Qty Dia. 100% 125% 100% 125% 160%

KLEG3 LEG3 7 7 3-1/4 specify 6 2-1/2 12 4 3/4 2 3/4 11940 12200 3540 4420 3845

KLEG5 LEG5 7 7 5-1/4 specify 6 2-1/2 12 4 3/4 2 3/4 11940 12200 3540 4420 5620 KLEG7 LEG7 7 7 6-7/8 specify 6 2-1/2 12 4 3/4 2 3/4 11940 12200 3540 4420 5635

KMEG5 MEG5 7 7 5-1/4 specify 6 2-1/2 12 6 3/4 2 3/4 12635 12635 5285 6610 5620

KMEG7 MEG7 7 7 6-7/8 specify 6 2-1/2 12 6 3/4 2 3/4 12635 12635 5285 6610 5635 KEG5 EG5 3 7 5-1/4 specify 6 2-1/2 12 8 1 2 1 17615 19920 9215 11520 7305

KEG7 EG7 3 7 6-7/8 specify 6 2-1/2 13-1/2 8 1 2 1 18695 21005 9245 11555 9215

KEG9 EG9 3 7 8-7/8 specify 6 2-1/2 15-1/2 8 1 2 1 20125 21220 9275 11595 9240 KEG11 -- -- 3 7 10-7/8 specify 6 2-1/2 17-1/2 8 1 2 1 21545 23870 9295 11620 9260

1) 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.

USPStock No.

Without Top Flange1

FC ⊥ = 560 psi


With Top Flange1

CodeRef.

2,F20,R12

DimensionsSteel Ga.

Top

Flan

ge

Bolt Schedule

Header Joist

U-S

trap

KMEG5

4˝

3˝8 1/4˝

3˝

3˝

H

LTF

DW

KLEG3Typical KLEG5

installation

KEG5

Beam height dimension (H) mustbe specified when ordering.

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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-1280, FL11664, L.A. City RR 25749

Installation:• Use all specified fasteners. See Product Notes, page 11.• Minimum height (H) is 71/2˝.

Typical KHHB installation

Uplift1

Top Face Floor Floor

Ref. No. W H D Qty Qty Type Qty Type 100% 115% 125% 100% 115% 125% 160%

KHHB3 HHB3 3-1/4 specify 3 4 6 WS3 6 WS3 4885 5115 5265 5275 5505 5655 2440 2, F20, R12

KGB3 GB3 3-1/4 specify 3-1/2 4 10 WS3 6 WS3 6460 6840 7095 6915 7295 7550 2440 130 KHHB5 HHB5 5-1/4 specify 3 4 6 WS3 6 WS3 4885 5115 5265 5275 5505 5655 2440 2, F20, R12

KGB5 GB5 5-1/4 specify 3-1/2 4 10 WS3 6 WS3 6460 6840 7095 6915 7295 7550 2440 130

KHGB5 HGB5 5-1/4 specify 4 4 12 WS3 6 WS3 7530 7985 8290 8050 8505 8810 2440 130 KHHB7 HHB7 6-7/8 specify 3 4 6 WS3 6 WS3 4885 5115 5265 5275 5505 5655 2440 2, F20, R12

KGB7 GB7 6-7/8 specify 3-1/2 4 10 WS3 6 WS3 6460 6840 7095 6915 7295 7550 2440 130 KHGB7 HGB7 6-7/8 specify 4 4 12 WS3 6 WS3 7530 7985 8290 8050 8505 8810 2440 130

1) 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. 3) Supporting header shall be no less than 3˝ thick. 4) WS3 Wood Screws are 1/4" x 3˝ long and are included with hangers. New products or updated product information are designated in bold font.

3-1/8

5-1/8

6-3/4

Fastener Schedule4

Header3

Joist

CodeRef.


RoofBeamWidth

USPStock No.

Dimensions 2

FC ⊥ = 560 psi FC⊥ = 625 psi

Roof

KHHBW

D

H

2 1/2˝

See Welded Installation chart on page 198

Glulam Hangers – KGB, KHGB, & KHHB series


Uplift

Floor Roof Floor Roof

Ref. No W

KLEG3 LEG3 7 7 3-1/4 specify 6 2-1/2 12 4 3/4 2 3/4 11940 12200 3540 4420 3845

KLEG5 LEG5 7 7 5-1/4 specify 6 2-1/2 12 4 3/4 2 3/4 11940 12200 3540 4420 5620 KLEG7 LEG7 7 7 6-7/8 specify 6 2-1/2 12 4 3/4 2 3/4 11940 12200 3540 4420 5635

KMEG5 MEG5 7 7 5-1/4 specify 6 2-1/2 12 6 3/4 2 3/4 12635 12635 5285 6610 5620

KMEG7 MEG7 7 7 6-7/8 specify 6 2-1/2 12 6 3/4 2 3/4 12635 12635 5285 6610 5635 KEG5 EG5 3 7 5-1/4 specify 6 2-1/2 12 8 1 2 1 17615 19920 9215 11520 7305

KEG7 EG7 3 7 6-7/8 specify 6 2-1/2 13-1/2 8 1 2 1 18695 21005 9245 11555 9215

KEG9 EG9 3 7 8-7/8 specify 6 2-1/2 15-1/2 8 1 2 1 20125 21220 9275 11595 9240 KEG11 -- -- 3 7 10-7/8 specify 6 2-1/2 17-1/2 8 1 2 1 21545 23870 9295 11620 9260

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These 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.


Options: See Specialty Options Chart.Codes: ESR-1280, L.A. City RR 25749,

FL11664


L

H

6˝

2 1/2˝

6 3/4˝

W

Glulam Beam Hangers – KGLT & KHGLT series

Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Sloped Top Flange4 Top Flange Offset Saddle

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0˚ to 45˚ -- -- -- --

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 on joist in all applications. 4) Sloped top flanges with slopes greater than 15° may have additional header nails.


to product number.Ex. KGLT3H16-SA=5-1/2˝

KGLT - 4110 lbs. Max.KHGLT - 7000 lbs. Max.


to product number.Ex. KGLT3H16-SL30D

See Sloped Seat and Skewed.Ex. KGLT3H16-SK45RSL30D

Add SF,angle requiredand right (R)or left (L),

to product number.Ex. KGLT3H16-SF30L

Add OS,andright (R)or left (L),

to product number.Ex. KGLT3H16-OSL

50% of uplift load onskew greater than 15˚

Table Loads usingReduce Allowable


60% of table loadfor KGLT.

45% of table loadfor KHGLT.


AllowableLoads

Ordering

50% of uplift load onskew greater than 15˚


to product number.Ex. KGLT3H16-SK45R


Uplift

Top Face Floor Floor

Ref. No. U-Strap W H L Qty Qty Type Qty Type 100%3115% 125% 100%3

115% 125% 160%

3-1/8 KGLT3 GLT3 3 7 3-1/4 specify 10 4 6 WS3 8 WS3 7545 7815 7995 --- --- --- 2870

3-1/2 KGLT4 GLT4 3 7 3-5/8 specify 10 4 6 WS3 8 WS3 7545 7815 7995 --- --- --- 2870

5-1/8 KGLT5 GLT5 3 7 5-1/4 specify 10 4 6 WS3 8 WS3 7545 7815 7995 --- --- --- 2870 5-1/2 KGLT6 GLT6 3 7 5-5/8 specify 10 4 6 WS3 8 WS3 7545 7815 7995 --- --- --- 2870

6-3/4 KGLT7 GLT7 3 7 6-7/8 specify 12 4 6 WS3 8 WS3 7545 7815 7995 --- --- --- 2870 8-3/4 KGLT9 -- -- 3 7 8-7/8 specify 14 4 6 WS3 8 WS3 7545 7815 7995 --- --- --- 2870

3-1/8 KHGLT3 HGLT3 3 7 3-1/4 specify 12 6 12 WS3 6 WS3 10150 10380 10530 12965 13400 13400 2440

3-1/2 KHGLT4 HGLT4 3 7 3-5/8 specify 12 6 12 WS3 6 WS3 10490 11025 11385 12965 13400 13400 2440 5-1/8 KHGLT5 HGLT5 3 7 5-1/4 specify 12 6 12 WS3 6 WS3 10490 11025 11385 12965 13400 13400 2440

5-1/2 KHGLT6 HGLT5 3 7 5-5/8 specify 12 6 12 WS3 6 WS3 10490 11025 11385 12965 13400 13400 2440 6-3/4 KHGLT7 HGLT7 3 7 6-7/8 specify 12 6 12 WS3 6 WS3 10490 11025 11385 12965 13400 13400 2440

8-3/4 KHGLT9 HGLT9 3 7 8-7/8 specify 14 6 12 WS3 6 WS3 11640 12175 12535 13400 13400 13400 2440 10-3/4 KHGLT11 -- -- 3 7 10-7/8 specify 16 6 12 WS3 6 WS3 12790 13325 13400 13400 13400 13400 2440

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) KGLT load values based on 460 psi perpendicular to grain loading. KHGLT load values based on 460 psi or 625 psi perpendicular to grain loading. 3) No further increase for duration of load allowed. 4) "Specify" denotes the required supported beam height that must be specified at time of ordering, with 7-1/2 ̋being the minimum. 5) WS3 Wood Screws are 1/4" x 3˝ long and are included with hangers. New products or updated product information are designated in bold font.

Allowable Loads (Lbs.) 2Dimensions 4 Fastener Schedule5

BeamWidth

USPStock No.

TopFlange

Steel Gauge

2,F20,R12

Roof

Header Joist

CodeRef.

FC ⊥ = 460 psi FC⊥ = 625 psi

Roof

Typical KGLT5 installation

L

H

5˝

2 1/2˝3 1/2˝

W

KGLTKHGLT See Welded Installation chart on page 198


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KHC3side view

KHC3top view

3˝

PT

PD

W

H

KHC3

Hinge Connectors & Seismic Straps – KHC & KHCST series


DF-L / SP

F1

Ref. No. 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 9445

KHCCT HCCTA 12 2 3/4 3 3/4 14170

KHC4CT 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 9445

KHCC3T HCC3TA 12 3 3/4 3 3/4 14170

KHC4C3T HC4C3TA 12 3 3/4 4 3/4 18895

1) Loads are based on a 5-1/8˝ width Douglas-Fir Larch beam. 2) All bolts are 3/4˝, and shall meet or exceed the specifications of ASTM A 307. 3) Minimum H may be less than H required for listed loads; in which case, load reductions are required. * When used with optional KHCST Seismic Strap, the minimum H is 12˝.

USPStock No.

Prefix

Min.H3

Rotation Bolts2

/Beam

Seismic Bolts2

KHC – 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-1280, L.A. City RR 25749,

FL11664

Installation:• Use all specified fasteners. See Product Notes, page 11.• To allow for wood shrinkage, position bolts in slots away from the bearing seat.• For dapped beams, reduce the “H” dimension by the “PT”dimension for each dap.

Ref. No. W PD PT H2410 psi 560 psi H2

410 psi 560 psi

55 HCA5-5 7 5-1/4 5 3/4 17-1/2 10505 14350 14 10505 14350

56 HCA5-6 7 5-1/4 6 3/4 22-3/4 12610 17220 17-1/2 12610 17220

57 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 25830

75 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 22680

77 HCA7-7 7 6-7/8 7 1 35-1/2 19375 26460 26-1/4 19375 26460

79 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 24500

96 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 34300

99 HCA9-9 7 8-7/8 9 1-1/4 69-1/4 32290 44100 49-3/4 32290 44100

115 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 36120

117 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 54180

1) 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. 3) All bolts are 3/4˝, and shall meet or exceed the specifications of ASTM A 307.

CodeRef.

2,F20,R12

5-1/8

6-3/4

8-3/4

10-3/4

DF-L / SP DF-L / SPBeamWidth

SteelGauge

USPStock No.

Suffix

Dimensions (2) Rotation Bolts3 Per Beam (3) Rotation Bolts3 Per Beam



F1 KHCST strap


Typical KHCinstallation

KHC Optional Horizontal Loading Chart

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KHCCT


DF-L / SP

Ref. No. W L Qty Dia. F1 (160%)

KHCST2 HCST2 KHCSTR2 HCSTR2

KHCST3 HCST3 KHCSTR3 HCSTR3

KHCST4 HCST4

KHCSTR4 HCSTR4

1) Allowable loads are for straps used in pairs, and are increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Loads are based on a 5-1/8˝ width Douglas-Fir-Larch beam. 3) Seismic straps shall be used with the KHC hinge connectors.

3/4

9950

14500

20145

Dimensions Bolt Schedule

7

7

3-1/2

3-1/2

25-5/8

31-5/8

4 3/4

CodeRef.

USP

Stock No.3Steel

Gauge

3 3-1/2 37-5/8

6 3/4

8

2, F20,R12

Rotation tabs

Seismic tabs

KHC4CT KHC4C3T

KHC3TKHC2TKHC2C3T

KHCC3T KHC

KHC2CT

KHC3

Seismic Straps - KHCST series

WL

KHCST

Hinge Connectors & Seismic Straps – KHC & KHCST series cont.

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®Glulam Saddle Hangers – KGLS, KGLST, KHGLS, & KHGLST series

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 primer

Options: See KGLS & KHGLS Specialty Options Chart.Codes: ESR-1280, L.A. City RR 25749, FL11664

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.

Uplift Tension

Floor

Ref. No. W H4D 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 GLST3-5 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 15120 KGLS37 GLS3-7 3-1/4 specify 5 6 6-7/8 6 WS3 -- -- -- -- 6 WS3 -- -- -- -- 10275 10505 10655 2440 -- --

KGLST37 GLST3-7 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 15120

KGLS39 GLS3-9 3-1/4 specify 5 6 8-7/8 6 WS3 -- -- -- -- 6 WS3 -- -- -- -- 10275 10505 10655 2440 -- -- KGLST39 GLST3-9 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 15120


KGLS57 GLS5-7 5-1/4 specify 5 9 6-7/8 6 WS3 -- -- -- -- 6 WS3 -- -- -- -- 15875 16105 16255 2440 -- --

KGLST57 GLST5-7 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 15120 KHGLS5 HGLS5 5-1/4 specify 6-1/2 12 specify 14 WS3 -- -- -- -- 8 WS3 -- -- -- -- 20685 20990 21195 3250 -- --

KHGLST5 HGLST5 5-1/4 specify 6 12 specify 14 WS3 2 3/4 8 WS3 3 3/4 19250 19555 19760 3250 15120 KGLS77 GLS7-7 6-7/8 specify 5 12 6-7/8 6 WS3 -- -- -- -- 6 WS3 -- -- -- -- 20425 20655 20805 2440 -- --

KGLST77 GLST7-7 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 15120


KHGLS7 HGLS7 6-7/8 specify 6 12 specify 14 WS3 -- -- -- -- 8 WS3 -- -- -- -- 20985 21615 22035 3250 -- -- KHGLST7 HGLST7 6-7/8 specify 6-1/2 14 specify 14 WS3 2 3/4 8 WS3 3 3/4 23785 24415 24835 3250 15120

KHGLS9 HGLS9 8-7/8 specify 6 12 specify 14 WS3 -- -- -- -- 8 WS3 -- -- -- -- 20985 21615 22035 3250 -- --

KHGLST9 HGLST9 8-7/8 specify 6-1/2 16 specify 14 WS3 2 3/4 8 WS3 3 3/4 26585 27215 27635 3250 15120

1) Allowable loads and fastener schedules apply to each side of the saddled hanger. 4) Hangers with seismic straps may require a minimum joist depth. 2) WS3 Wood Screws are 1/4" x 3˝ long and are included with hangers. Consult USP for additional information. 3) Minimum header height is 8-1/2˝ for the KGLS and KGLST; 10-1/2˝ for the KHGLS and KHGLST.



Roof

FC⊥ = 560 psi

2,F20,R12

CodeRef.

Fastener Schedule

Nails1, Bolts

Header

8-3/4

Joist

3-1/8

5-1/8

6-3/4

Nails1,2 BoltsSupported

GlulamBeam Size

USPStock No.

Dimensions 4

Option Skewed 1 Sloped Seat2 Sloped / Skewed1,2 Sloped Top Flange3Top Flange Offset Saddle

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0° to 30° May not be skewed 5˝ minimum saddle

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) Sloped top flanges with greater than 15° may have additional header nails.


Add OS, andright (R) or left (L),to product number.

Ex. KGLS35H115-OSL

Add SA, andsaddle width requiredto product number.

Ex. KGLS35H115-SA=5-1/2˝

AllowableLoads

Ordering

KGLS - 6500 lbs. Max.KHGLS - 7980 lbs. Max.

50% of uplift loadon skews greater than 15°.


to product number.Ex. KGLS35H115-SK45R

KGLS - 6500 lbs. Max.KHGLS - 9165 lbs. Max.

KGLS - 5500 lbs. Max.KHGLS - may not

be sloped / skewed.

Reduce allowabletable loads using

straight-line interpolation.

50% of table loadfor KGLS.

45% of table loadfor KHGLS.


to product number.Ex. KGLS35H115-SL30D

Add SF, angle required,and right (R) or left (L),

to product number.Ex. KGLS35H115-SF30L

See Sloped Seat and Skewed.Ex. KGLS35H115-SK45RSL30D

KGLS & KHGLS Specialty Options Chart – refer to Specialty Options pages 194, 196 to 197 for additional details.

KHGLST

TF L

DW

H

KGLS

See Welded Installation chart on page 198

Typical KHGLST35installation

H

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SHA

Moisture Barrier Plates . . . . . . .Page 145• NOP SeriesProtects bottom chord of trusses from moisture damage.

Embedded Truss Anchors .Pages145-149• LPTA & HLPTA75Low profile truss anchors provide uplift and lateral load resistance.

• HTA SeriesStrap truss anchor provides uplift and lateral load resistance.

• DTCStrap truss anchor provides uplift and higher lateral load resistance.

Uplift Girder Ties . . . . . . .Pages 149-151• RUSCRetrofit Strap Connector provides a wood-to-wood upliftconnection with WS Wood Screws.

• USC SeriesWraparound truss anchor mechanically fastens into the face of masonry or concrete.

• RFUSRetrofit truss anchor installed mechanically fastens into the face ofmasonry or concrete.

Girder Tiedowns . . . . . . . . .Pages 151-153• 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 153• SHA SeriesHeavy capacity uplift connector bolts both to the truss and masonry.

Hurricane Gusset Angles . . . . . .Page 154• HGA SeriesConnects gable trusses to top plates.

HurricaneRetro-Fit Connector . . . . . . . . . . . . . Pages 154 -155• RT16M Retro-fit connector for trusses installed on top plates.

Hurricane/Seismic Anchors . . . . . . . . . . . . . . .Pages 155-157• HC520, HCPRS, HHCP2, & RT SeriesTop plate to truss anchors.

NOP

LPTA HLPTA75

HTA

RT15

RT16M

RT7 HCPRS

USC RFUS

LUGT MUGT15 HUGT

HGA

HHCP2

RUSC

Truss & Rafter Tiedowns

DTC

Embedded Truss Anchors – LPTA series

Low profile design attaches to 2 x 4 or larger bottom chords andprovides uplift and lateral load resistance.

Materials: 18 gaugeFinish: G90 galvanizingCodes: 2031C, FL859

Installation:• 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.

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Typical NOP4installation

Embedded Truss Anchorspages 145-149

NOP4

Moisture Barrier Plates – NOP series

F1 F2

Ref. No. W H Type DF-L / SP S-P-F 160% 160%

LPTA LTA1 18 5 8-1/4 10 10d x 1-1/2 1250 1250 810 1500 L1, F17

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published allowable load of product.

USPStock No.

Fastener Schedule2

Min

Qty.3

Dimensions

CodeRef.


SteelGauge

Uplift (160%)1

W

1 7/16˝ 1 3/4˝

H

LPTA

Typical LPTAinstallation

LW

NOP1

Moisture 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.


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.

LW

NOP4

Size Ref. No. W L Qty Type

2x NOP2X TSS2-2 26 1-7/16 8 -- -- -- -- 2x NOP1 TSS2 22 1-1/2 8 2 6d

4x NOP4 TSS4 26 3-1/2 8 2 6d

CodeRef.

120

USPStock No.

SteelGauge


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F2 F1

Uplift

Trussmember

The 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: Dade County, FL 08-0715.01, FL1247Patent: #7,254,919

Installation:• 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 load capacities 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.

Ref. No. Qty Type Qty Type F1 F2 Uplift F1 F2 Uplift

Single Anchor 2 10d x 1-1/2 20 10d x 1-1/2 1860 1715 2125 1860 1160 2125 F22, D13

Double Anchor -- -- -- -- 40 10d x 1-1/2 2040 2100 3500 2040 2100 3500 130

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

CodeRef.

Fastener Schedule2 Allowable Loads (Lbs.)1

DF-L / SP (160%) S-P-F (160%)Seat Plate Truss/RafterInstallationType

HLPTA75

USPStock No.

SteelGauge

-- -- 18

13/16˝

13/16˝

1 3/16˝

4 13/16˝

4 15/16˝

9 9/16˝

HLPTA75

Typical HLPTA75 double rebar installation

Typical HLPTA75 single rebar installation

Concrete tie wall

Masonry wall

Tie beamreinforcing

F2 F1

Uplift

Trussmember

Typical HLPTA75single anchor installation

Typical HLPTA75double anchor installation

Embedded Truss Anchor – HLPTA75

HTA – 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 embossed embedment line assures accurate embedment depth.

TAR – Riveted anchors provide a moisture barrier in addition to uplift and lateral resistance all in one product.

Materials: HTA-18 – 18 gauge; HTA – 16 gauge; TA & TAR – 14 gaugeFinish: G90 galvanizing

Options: HTA20 and HTA24 are available in Triple Zinc. To order, add TZ to stock number, as in HTA20-TZ.

Codes: NER 608, 2031C, FL859

Installation:• 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 on opposite 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.

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4˝ Embedment

1 1/2˝

W

H

HTA24-18

F2

F1

Typical HTA24-18installation

Embedded Truss Anchors – HTA, TA, & TAR series

F1

F2

Uplift

Typical TA18 installation

4˝ Embedment

1 1/2˝

1˝ Typ.

W

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®DF-L / SP S-P-F F1 F2 F1 F2

1 Ply 1 Ply 1 Ply 2 Ply or > 1 Ply 2 Ply or >

Ref. No. W H Type 160% 160% 160% 160% Type 160% 160% 160% 160% 160% 160%

HTA16-18 META12, META14, META16

1-1/4 12 10 10d x 1-1/2 1400 1400 395 325 10 10d x 1-1/2 2800 2800 2800 2800 790 650

HTA20-18 META18, META20

1-1/4 16 10 10d x 1-1/2 1400 1400 395 325 10 10d x 1-1/2 2800 2800 2800 2800 790 650

HTA24-18 META22, META24

1-1/4 20 10 10d x 1-1/2 1400 1400 395 325 10 10d x 1-1/2 2800 2800 2800 2800 790 650

HTA12 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 1320

HTA16 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 1320

HTA20 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 1320 HTA24 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 1320

HTA48 HETA40, META40

1-1/4 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 130

TA12 -- -- 1 6-3/4 5 10d x 1-1/2 990 790 245 335 5 10d x 1-1/2 1980 1980 1580 1580 490 670 TA14 -- --

TA14R META12/TSS2, META14/TSS2

TA16 -- --

TA16R HETA16/TSS2, META16/TSS2

TA18 -- --

TA18R META18/TSS2 TA20 -- --


TA22 -- --

TA22R META22/TSS2

TA24 -- --


TA36 -- -- 1 30-3/4 8 10d x 1-1/2 1205 1205 245 335 8 10d x 1-1/2 2410 2410 2410 2410 490 670 130

1) 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. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails. 4) Grout or concrete compressive strength shall be 2500 psi or greater at 28 days. 5) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 6) "R" after TA models indicates riveted truss anchors as in TA12R. 7) Allowable loads require a No. 4 rebar through the shear cones of the anchors. 8) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published allowable load of product.

L1,F17

L8

670490

490 670

2410 2410 490 6701 18-3/4 8 10d x 1-1/2

2410 2410 2410

1205 1205 245 335 10d x 1-1/2 2410 2410

8 10d x 1-1/2 2410

8

1 16-3/4 8 10d x 1-1/2 1205 1205 245

10d x 1-1/21205 1205 245 335 8

335

2410 2410 2410

6702410 2410 2410 490

24101 14-3/4 8 10d x 1-1/2

335 8 10d x 1-1/2 2410

2410 490 670

1 12-3/4 8 10d x 1-1/2 1205 1205 245

10d x 1-1/2 2410 2410 2410

L1,F17

1 10-3/4 8 10d x 1-1/2 1205 1205 245 335 8

2220 2220 490 6707 10d x 1-1/2 2410 24101205 1110 245 3351 8-3/4 7 10d x 1-1/2

MinQty.7

CodeRef.

USPStock No.

Out

of C

oncr

ete Single Anchor


MinQty.7

Per Anchor

S-P-FDF-L / SP

Double Anchor



Uplift Lateral Loads Uplift Lateral Loads


Per Anchor

TA20R

8 1/2˝

H

W

1 1/2˝

1˝

4˝embedment

F1

Uplift

F2

Typical TA16Rinstallation

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®Embedded Truss Anchors – DTC

Typical DTCinstallation

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 07-1003.10,

FL578

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 together than 8˝ center-to-center.

Ref. No. H Qty Type Qty Type F2 Uplift F2 Uplift

DTC HETAL12, HETAL16, HETAL20

16 16 4 10d x 1-1/2 9 10d x 1-1/2 840 1200 1290 1825 840 1200 1290 1440 F9, D8

1) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Grout or concrete compressive strength shall be 2500 psi or greater at 28 days. 4) Allowable loads require a No. 5 rebar through the shear cones of the anchors. New products or updated product information are designated in bold font.

USPStock No.

SteelGauge

TowardStrap

Awayfrom Strap

TowardStrap

Awayfrom Strap

CodeRef.

Fastener Schedule2

Out

of

Con

cret

e

F1 F1


DF-L / SP (160%) S-P-F (160%)Seat Plate Truss/Rafter

H

4˝embedment

11/4˝

DTC

RUSC

The 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. The connector can be installed after roof sheathing has been installed.

Materials: 10 gaugeFinish: USP primerCodes: FL6223

Installation:• 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.

Ref. No. Stud DF-L / SP S-P-F

RUSC -- -- 10 2 Ply or greater (16) WS3 (16) WS3 6040 5225 F26

1) 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. 4) WS3 Wood Screws are 1/4˝ x 3˝ long and are included with RUSC connectors. 5) Fastener schedule is for two straps used together. The RUSC shall be installed in pairs with a minimum 2 ply truss and wall stud attachment. 6) Truss plys shall be fastened together to act as a unit.

CodeRef.

Allowable Uplift 160%1


USPStock No.

SteelGauge

No, of

Plys6Rafter/Truss

3 1/2˝

3 1/8˝

3 1/8˝

22 3/4˝

7˝

Retrofit Strap Connector – RUSC

Typical RUSCinstallation


Installation:• 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 of masonry structure, including any required reinforcement.• For 2 ply applications, add filler block.• Works with heel heights up to 14˝.• Moisture barrier may be required.

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DF-L / SP

Uplift1

Description Ref. No. W H Qty Type Qty Bolt Dia. 160%8 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 10400

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Use Powers Fasteners 3/4˝ - 6˝ Wedge Bolts; or equal, installed in accordance with manufacturer's specifications. 3) Fasteners shall be installed to fully grouted and reinforced concrete masonry or reinforced concrete (f'c = 2000 psi at 28 days). 4) Bolts shall conform to ASTM A 307 or better. 5) Minimum nail embedment shall be 1-5/8˝ for 16d nails.

-- --

8/12 pitch

4/12 pitch

5/12 pitch

6/12 pitch

7/12 pitch

USC63

USC64

-- --

-- -- USC44

USC54

USC53

-- --

-- --

-- --

10

10

10

10

10

10

4 Ply Flat

USPStock

No.

SteelGauge

30-1/26-1/210

USC3F -- -- 10 3 Ply Flat

USC74 -- --

USC73

6-1/2

10

4-3/4

USC84 -- --

USC83 -- --

USC4F -- --

4-3/4 USC43 -- --

4-3/4

6-1/2

30-1/2

30-1/24-3/4

6-1/2

30-1/2

30-1/2

Dimensions

Rafter/ Truss5

6-1/2 30-1/2

10 4-3/4

10


10 6-1/2

30-1/2

30-1/2

4-3/4 30-1/2

130

CodeRef.

Concrete/Masonry Wall

30-1/2

30-1/2

30-1/2

6˝

4˝

2˝

2 1/2˝

7 1/2˝H

W

USC3F

Typical USC3F installationUGTS similar

Lintel Block with (1) #5continuous rebar

3/4˝ bolts. Use 2 or 4 as requiredfor uplift


8˝ concrete blockwith minimum(1) #5 rebar each cell continuous to footing withstandard hook at bolt locations

Uplift Girder Ties – USC series

4˝2˝

7 1/2˝

2 1/2˝

H

6˝Pitch

4/12˝ - 8/12˝W

Lintel Block with (1) #5continuous rebar

3/4˝ bolts. Use 2 or 4 as requiredfor uplift


8˝ concrete blockwith minimum(1) #5 rebar eachcell continuousto footing withstandard hook at bolt locations

Typical USC53 installation

USC53

The 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˝.


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 180 for wood fillerblock installation.• Moisture barrier may be required.


DF-L / SP

Uplift1

Ref. No. Qty Type Qty Type 160%

RFUS FGTR 10 2 Ply > 12 WS3 4 3/4˝ x 6˝ Wedge Bolts 5500 F26

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Use Powers Fasteners 3/4˝ x 6˝ Wedge Bolts; or equal, installed in accordance with manufacturer's specifications. 3) Fasteners shall be installed to fully grouted and reinforced concrete masonry or reinforced concrete (f'c = 2000 psi at 28 days). 4) Bolts shall conform to ASTM A 307 or better. 5) Fastener shedule is for two straps used together. The straps shall be installed in pairs. 6) Truss plys shall be fastened together to act as a unit. 7) WS3 Wood Screws are 1/4˝ x 3˝ long and are supplied with RFUS connector. New products or updated product information are designated in bold font.


Rafter/Truss7 Concrete/Masonry2,4

CodeRef.

USPStock No.

No. of

Plys6

SteelGauge

RFUS

Typical RFUS installation

Girder Tiedowns – LUGT series

5˝

30 1/2˝

4˝

5 1/2˝

3 3/16˝

14 13/16˝

Typical LUGTC2installation

Designed to provide light load alternatives for girder trusses in retrofit and newconstruction.

LUGT2 – Install on either the inside or outside of wall.

LUGTC2 – For corner hip applications.

Materials: 14 gaugeFinish: G90 galvanizingCodes: ESR-1465, FL817, FL568, Dade County, FL 07-0322.15

Installation:• Use all specified fasteners. See Product Notes, page 11.• All nail holes must be filled with specified nails to achieve loads listed in chart.Large holes are for alternative masonry installation and do not need to be filledwhen used for girder-to-stud application.• LUGT2 may be installed on either the inside or outside of wall.• Moisture barrier may be required.

LUGTC2

F1


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®Girder Tiedowns – LUGT series continued

1 1/4˝

Typical MUGT15concrete installation

14 5/8˝

2 5/16˝3 11/16˝

1 1/4˝

Typical MUGT15wood installation

with PHD2

MUGT15

Ref. No. Qty Dia. Top Face Back Type

Face-Max 1 5/8 -- -- 28 -- -- 10d 4495

Top-Min 1 5/8 4 6 12 10d 4165

1) 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) Minimum nail penetration shall be 1-1/2˝ for 10d nails. 4) Designer must specify anchor bolt type, length, and embedment.


Anchor Rafter/Truss3

CodeRef.

DF-L / SPAllowable

Uplift

160%1

1,F27

MUGT15 MGT 12

MountingCondition

USPStock No.

SteelGauge

Qty

Designed for higher uplift resistance for wood frame andconcrete block construction. The MUGT15 can accommodate variable truss bearing depths.


Installation:• Use all specified fasteners. See Product Notes, page 11.• When straps are wrapped over the truss, install nails inbackside of truss. See MUGT15 installation diagram forminimum nail requirements into the face and on top of thetruss.• If installed straight-up with no wrap over the top of thetruss, fill all nail holes.• Moisture barrier may be required.

1 1/4˝

Install a minimumof (4) 10d nailsinto the top

Install a minimumof (6) 10d nailsinto the face

PHD2Apage 36

F1

Uplift

F2

3 1/4˝

12 7/8˝

Typical LUGT2wood installation

Typical LUGT2masonry installation


Ref. No. Qty Type Qty Type Qty Type 160% 160% 160% 160% 160% 160%

LUGT2 LGT2 14 16 10d 2 10d 14 10d 1015 440 2260 850 370 190011, F3,

F12, D6

LUGTC2 -- -- 14 16 10d 2 10d 14 10d 575 -- -- 2260 480 -- -- 1900 11, F12

LUGT2 LGT2 14 16 10d -- -- -- -- 51/4˝ x 3˝

Wedge Bolts1220 460 1850 1025 265 1810

11, F3,F12, D6

1) 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) Use Powers Fasteners 1/4˝ x 3˝ Wedge-Bolt®; or equal, installed in accordance with manufacturer's specifications. 4) Fasteners shall be installed to fully grouted and reinforced concrete masonry or reinforced concrete (f'c = 2000 psi at 28 days). 5) Minimum nail penetration shall be 1-1/2˝ for 10d nails.

Masonry Application

S-P-FRafter/Truss Plate Stud4,5 DF-L / SP

USPStock No.

SteelGauge

Allowable Loads (Lbs.)1,2Fastener Schedule2

CodeRef.

LUGT2

Girder Tiedown – MUGT15

Connects trusses directly to masonry or concrete and features slottedbase holes to ease installation.

Materials: Angle – 3 gauge; Gussets – 10 gaugeFinish: USP primerCodes: 2031C, FL859

Installation:• 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.

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HTT22(not included)

see page 37

Masonry Uplift Connectors – SHA series

The HUGT series high uplift girder tiedowns can beinstalled on beams and top chords of trusses with slopesfrom 0˚ to 34˚.


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.

Typical HUGT2wood-to-concrete

installation

W

Wood Installation(4) LBP58-TZ washersare required if 5/8˝ dia.bolt is used (washer notincluded) see chart onthis page

2 3/16˝2 7/8˝

4˝

Concrete Installation(2) 3/4˝ washers are

required if 3/4˝ dia. bolt isused (washer not included)

HUGT

Typical HUGT3wood-to-wood

installationwith HTT22’s

Girder Tiedowns – HUGT series

F1

Uplift

F1 Uplift

Ref. No. Qty Dia. Qty Dia. 160% 160%

2 Ply 4005 3745

3 Ply or greater 5565 5615

2 Ply 1590 3 Ply or greater 2190

1) 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. 4) 1/2˝ x 8˝ J-Bolts or equivalent. 5) Concrete compressive strength shall be 2500 psi or greater at 28 days. 6) Multiple ply truss shall be fastened together to act as a single unit. 7) Bolts shall conform to ASTM A 307 or better. 8) The designer must specify anchor bolt type, length, and embedment.

4 3/4

4 3/4

1/2

1/2

2

2 SHA6T

-- --

-- --

USPStock No.

SHA6

CodeRef.

L1, F17

Allowable Loads (Lbs.)1,2Fastener Schedule3

No.

of Plys6

DF-L / SPConcrete Wall Rafter/Truss7

Anchor Bolts4,5,8

8370

1 1/2˝6˝

12 3/4˝

2 1/2˝

2 1/2˝

13 3/4˝

1 1/2˝ 4 1/4˝

6˝

2 1/4˝

2 1/4˝

3 1/4˝

SHA6 SHA6T

Typical SHA6installation

Typical SHA6Tinstallation

DF-L / SP S-P-F

Ref. No. W Qty Type Qty Bolt Dia. Qty Type 160% 160%

Wood 4 LBP58-TZ 2 5/8Concrete -- -- -- -- 2 3/4

Wood 4 LBP58-TZ 2 5/8

Concrete -- -- -- -- 2 3/4Wood 4 LBP58-TZ 2 5/8

Concrete -- -- -- -- 2 3/4

1) 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. 4) Minimum nail penetration shall be 1-1/2˝ for 10d nails. 5) Designer must specify anchor bolt type, length, and embedment.

CodeRef.

F26 HGT-3

HGT-4 8

3-5/16

4-15/16

InstallationType

O.C. DimBetweenAnchors

8

Anchor Washers

Fastener Schedule3

Threaded Rod Girder4

USPStock No.

SteelGauge

7

6-7/8

7

HUGT2

HUGT3

7 HUGT4

HGT-2 5-3/4

7-3/8

10d9

10d

10d8


9860

7020

9650

9860

9860

9790

Designed as a retrofit connector for trusses installed on topplates. Can also be used as a holdown for a roof orfloor system.


Installation:• 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.

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®Hurricane Gusset Angles – HGA series

F2

F3

F1

Uplift

Typical HGA10 installation

3 1/2˝

3˝

2˝

Embossedgussets improve

lateral loadresistance

Ref. No. Qty Type Qty Type F1 F2 F3 Uplift

HGA10 HGA10KT 14 4 WS15 4 WS3 1320 1565 835 1285 11, F12

HGAM10 HGAM10KTA, S/HGAM10KT

14 4 WS15 4 1/4˝ 1075 1110 740 915 130

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) WS15 Wood Screws are 1/4˝ x 1-1/2˝ long and WS3 Wood Screws are 1/4˝ x 3˝ long. 3) Use Powers Fasteners 1/4˝ x 1-1/4˝ Wedge-Bolt® (included); or equal. Drill hole in concrete or masonry with 1/4˝ masonry drill. Refer to manufacturer's literature for further information.

CodeRef.


USPStock No.

SteelGauge

Fastener Schedule2

Rafter/Truss Plate3 DF-L / SP (160%)

HGA10

Hurricane Retrofit Connector – RT16M


Designed for attaching gable end trusses to woodtop plates and masonry walls.

HGA10 – Versatile wood-to-wood connector thatsatisfies high wind and seismic loading requirements.

HGAM10 – For installation into grouted concretetie beam or masonry bond beam. Provides lateraland uplift resistance.


Installation:• 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.

3 1/2˝

3˝

2 7/8˝

Embossedgussets improve

lateral loadresistance

HGAM10

Typical HGAM10 installation

Moisture barriernot shown

F1

F2

Typical RT16Mtop plate

installation

5˝

1 9/16˝

8 15/16˝

3 1/2˝

RT16M

USP2173-111

Hurricane Retrofit Connector – RT16M continuedT

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Hurricane/Seismic Anchors – HC520, HCPRS, HHCP2, & RT series

These anchors tie trusses and rafters to top plates and may be used to tiewood framing members to resist uplift and lateral forces.

Materials: See chartFinish: G90 galvanizing; RT7A-GC & RT15-GC – Gold Coat

Options: HHCP2, RT3A, RT4, RT5, RT7, RT7A, RT10, RT15, RT8A,RT16A, and RT16-2 are available in Triple Zinc. To order, add TZ to stock number, as in RT10-TZ.RT3A, RT4, RT5, RT7, RT8A, RT10, RT16A, and RT16-2are available in Stainless Steel. To order, add SS to stocknumber, as in RT7-SS.

Codes: ESR-1881, ESR-1465, 2031C, FL565, FL821, FL817, FL859, Dade County, FL 07-0306.10, L.A. City RR 25779

5 1/4˝

1 9/16˝

HCPRSTypical HCPRS

stud to plate installation

4˝

2˝

1 5/8˝

1 1/2˝

HC520Typical HC520

stud to plate installation

Typical HC520gable brace installation

Hurricane Anchor installation to achieve twice the load (Top View)

Install diagonally across from eachother for minimum 1 1/2˝ truss. Thisinstallation yields full catalog values.

Wall Top Plate

Typical HHCP2truss/rafter to double plate

corner installation

F1

F1

Uplift

3˝

1 5/8˝

6 5/8˝

HHCP2Nailing into both sides of a single ply 2xtruss will result in reduced values.

DF-L / SP S-P-F

Ref. No. 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 1395

9 10d x 1-1/2 4 16d 2 1/4" x 1-3/4" Tapcon -- -- -- -- -- -- 1360 1360

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Install with 1/4" x 1-3/4" Tapcon® Concrete Screws in accordance to manufacturer's installation specifications. 4) Fasteners to be installed to fully grouted and reinforced concrete masonry.

Fastener Schedule2,3,4 Allowable Loads (Lbs.)1

CodeRef.

F19

Masonry Block UpliftLateral 160%

HM9KT RT16M

Truss/Rafter Top Plate

USPStock No.

18

SteelGauge


Tru

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Hurricane/Seismic Anchors – HC520, HCPRS, HHCP2, & RT series cont.


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4˝

6 1/2˝

2 7/16˝

1 1/2˝

1 1/2˝

RT7A

F1

F2

Typical RT7Atruss/rafter to double

plate installation

2 3/8˝

3 1/16˝

10 3/4˝

1 9/16˝1 1/4˝

1 1/4˝

7 13/16˝

4 15/16˝

RT10

Typical RT10truss/rafter

to double plate tostud installation

RT8A

Typical RT8Astud to double

plate installation


1 3/8˝

2 15/16˝

5 1/4˝

1 9/16˝

1 1/2˝

1 1/2˝

1 7/16˝

4 1/2˝

2 1/2˝

1 3/8˝

1 9/16˝

3 9/16˝

1 7/8˝

3 3/4˝

1 1/4˝

2˝RT4

Typical RT7truss/rafterto double

plate installation

RT6

1 7/8˝

5 1/4˝

2 7/8˝

1 15/16˝

RT5RT3A

RT7


plate installation

Typical RT3Atruss/rafter

to plate installation

Typical RT4truss/rafter to

plate installation


plate installation

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Typical RT20truss/rafter to double

plate to stud installation

5˝

3 1/2˝

6 1/2˝

1 9/16˝

RT16A

1 9/16˝

2 5/8˝

5 1/4˝

RT15

Typical RT15truss/rafter todouble plateinstallation

Uplift Uplift 160% Uplift Uplift 160%

Ref. No. Qty Type Qty Type Qty Type F1 F2 160% 8d x 1-1/2˝ F1 F2 160% 8d x 1-1/2˝

RT3A H3, H3S 18 4 8d 4 8d -- -- -- -- 190 190 610 610 160 160 525 525

RT4 H4 18 4 8d 4 8d -- -- -- -- 215 215 410 410 180 180 345 345

RT5 H5 18 4 8d 4 8d -- -- -- -- 265 265 540 540 225 225 450 450 RT6 HS24 18 8 10d x 1-1/2 6 10d x 1-1/2 -- -- -- -- 800 800 665 665 670 670 560 560 11, F12

RT7 H2.5, H2.5T, S/H2.5

18 5 8d 5 8d -- -- -- -- 195 195 585 585 160 160 495 49511,

F12,D5

RT7A H2.5A 18 5 8d 5 8d -- -- -- --

RT7A-GC -- -- 18 5 N8-GC 5 N8-GC -- -- -- --

RT8A H8 18 5 10d x 1-1/2 5 10d x 1-1/2 -- -- -- -- 215 215 775 775 180 180 650 650 RT10 H2, S/H2 18 6 8d 8 8d 6 8d 195 195 585 585 160 160 495 495 11, F12, D5

RT15 H1 18 5 8d x 1-1/2 5 8d -- -- -- -- RT15-GC -- -- 18 5 N8-GC 5 N8C-GC -- -- -- --

RT16A H10, H10A, H14

18 9 10d x 1-1/2 8 10d -- -- -- -- 800 645 1380 1380 670 545 1160 1160 11, F12

RT16-2 H10-2 18 8 8d 8 8d -- -- -- -- 655 415 1160 1160 550 345 975 975 11, F12

HHCP2 HCP2 18 10 10d x 1-1/2 10 10d x 1-1/2 -- -- -- -- 370 -- -- 800 800 310 -- -- 670 670 11, F12

HC520 GBC 18 -- -- -- -- 11 8d 6 8d 470 430 515 515 405 370 445 445 L1, F17 HCPRS -- -- 18 -- -- -- -- 5 8d 6 8d x 1-1/2 500 340 540 540 375 285 455 455 6, F15, R13

RT20 -- -- 16 9 10d x 1-1/2 4 10d 9 10d x 1-1/2 -- -- -- -- 1200 1200 -- -- -- -- 1005 1005 11, F12, D5

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 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. 3) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 4) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 5) Minimum nail penetration shall be 1-5/16˝ for 8d nails and 1-1/2˝ for 10d nails.

CodeRef.

11, F1,F12, D5

Lateral 160% Lateral 160%

175 175210 210 670

500 445445

Fastener Schedule2,3,4,5 Allowable Loads (Lbs.)1

Truss/Rafter Plate Stud

USPStock No.

SteelGauge

S-P-FDF-L / SP

11, F12

11, F12

340 530

565670

285 410530

565

2 1/4˝

4 5/8˝

21 1/8˝

4 1/4˝

3 1/2˝

6 1/2˝

3 1/8˝6 1/2˝

RT16-2 RT20

Typical RT16-2truss/rafter to double

plate installation

Typical RT16Atruss/rafter to double

plate installation

Installation:• 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.


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Truss Hangers . . . . . . . . . .Pages 160-165• THD SeriesMedium-to-heavy capacity face mount hanger.

• THDH SeriesHeavy capacity face mount hanger.

• HUS SeriesMedium capacity face mount hanger with double shear nailing.

• CLPBF SeriesMedium capacity 2 x 4 hanger.

• MSH SeriesField adjustable top or face mount strap hanger.

Skewed Truss Hangers . . .Pages 166-168• MSH213L/RSkewed 45° floor truss hanger.

• MSSH217L/RSeverely skewed strap hanger for angles 60° to 85°.

• SNP3Adjustable nail plate for connecting square cut trusses at skews up to60°.

Hip/Jack Connectors . . . .Pages 169-170• BN SeriesFace mount hanger for four mono trusses.

• HJC SeriesFace mount hanger for one hip and one jack truss.

• 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.

Girder Truss Hangers . . .Pages 171-173• GT, GTD, & GTS SeriesGirder truss hanger bolts to a supporting truss.

• GTWS SeriesGirder truss hanger with high uplift capacity screws to a supporting truss.

MSH

MSSH217Rright shown

HHC

HTHJ

GTGTD

GTWS

BN

HJHC

HJC

SNP3

HUSTHD THDH

continued on next pagecontinued on next page

GTS

MSH213Lleft shown

CLPBF

Plated Truss

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Truss Clips . . . . . . . . . . . . . .Page 173-174• STC SeriesA scissor truss clip with slotted nail holes for horizontal movement.

• FTC SeriesA floor truss clip to transfer loads between floor truss plys.

Supplemental Bearing Plates . .Page 175• SBP SeriesConnects to truss at bearing locations to distribute concentrated loads.

Roof Truss Ties . . . . . . . . . . . . . . .Page 176• TR SeriesProvides lateral support for non-load bearing walls whileallowing floor and roof trusses to deflect.

• HTC SeriesHigh capacity deflection clip

Blocking Supports . . . . . . . . . . . .Page 176• ZC SeriesSupports blocking between trusses and joists.

Field Splice Kits . . . . . . . . . . . . . .Page 177• FS & FSS SeriesField connectors for scissor truss splices.

Truss Spacers . . . . . . . . . .Pages 178-179• ST24H The Stabilizer™Truss brace and spacer that connects with prongs.

• TS & TSX SeriesTruss spacer that connects with nails.

Drag Strut Connectors . . . . . . .Page 179• LDSC4/DSC4Transfers lateral load from a truss to a bearing wall.

Alternate Installations . . . . . . . .Page 180• Backer block installations

• Panel point installations

• Filler block installations

STC

SBP

FTC

TR HTC

ZC

FS

TS

LDSC4L-left shown

TSX

ST24H

FSS

DSC4R-right shown

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Typical THD210installation

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Floor Uplift1

Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160%

2 x 6 - 8 THD26 HTU26 16 1-5/8 5-1/16 3 18 16d 12 10d x 1-1/2 2485 2855 3060 2170

2 x 8 - 10 THD28 HTU28 16 1-5/8 7 3 28 16d 16 10d x 1-1/2 3865 3965 3965 2330

2 x 10 - 12 THD210 HTU210 16 1-5/8 9 3 38 16d 20 10d x 1-1/2 5075 5115 5115 3095 (2) 2 x 6 - 8 THD26-2 HHUS26-2, HTU26-2 14 3-7/16 5-3/8 3 18 16d 12 10d 2540 2920 3175 2285

(2) 2 x 8 - 10 THD28-2 HHUS28-2, HTU28-2 14 3-7/16 7-1/8 3 28 16d 16 10d 3950 4540 4935 2595

(2) 2 x 10 - 12 THD210-2 HHUS210-2, HTU210-2 14 3-7/16 9-1/8 3 38 16d 20 10d 5360 6160 6700 3810 4 x 6 - 8 THD46 HHUS46 14 3-5/8 5-5/16 3 18 16d 12 10d 2540 2920 3175 2285

4 x 8 - 10 THD48 HHUS48 14 3-5/8 7-1/16 3 28 16d 16 10d 3950 4540 4935 2595 4 x 10 -12 THD410 HHUS410 14 3-5/8 9-1/16 3 38 16d 20 10d 5360 6160 6700 3810

4 x 12 - 14 THD412 -- -- 14 3-5/8 11 3 48 16d 20 10d 6770 7045 7045 3810

4 x 14 - 16 THD414 -- -- 14 3-5/8 12-7/8 3 58 16d 20 10d 7045 7045 7045 3810 5, F30, R5 (3) 2 x 10 - 12 THD210-3 HHUS210-3 12 5-1/8 9 3 38 16d 20 10d 5660 6510 7045 3850 5, F18, F30, D2, R5

6 x 10 -12 THD610 HHUS5.50/10 12 5-1/2 9 3 38 16d 20 10d 5660 6510 7080 3410

6 x 12 - 14 THD612 -- -- 12 5-1/2 11 3 48 16d 20 10d 7150 8225 8415 4065

6 x 14 - 16 THD614 -- -- 12 5-1/2 12-7/8 3 58 16d 20 10d 8415 8415 8415 4065 5, F30, R5

7 x 9-1/4 - 14 THD7210 HHUS7.25/10 12 7-1/4 9 3 38 16d 20 10d 5660 6510 7080 3410 5, F18, F30, D2, R5

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail penetration is 1-5/8˝ for 16d nails.

Dimensions Fastener Schedule2,3Allowable Loads (Lbs.)

Roof

DF-L / SPHeader Truss

5,F18,F30,D2,R5

5, F18,F10, F30, D2, R5

CodeRef.

Joist /Truss Size

USPStock No.

SteelGauge

See EWP applications pages 121-122.


Options: See Specialty Options Chart. Rough/Full sizes available. THD hangers with widths greater than 3˝ can have one flange inverted with no load reduction. Specify right (R) or left (L).

Codes: ESR-1781, FL9835, FL13285, Dade County, FL 06-0921.05, L.A. City RR 25843


Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Inverted Flange

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.

RangeNot available in widths < 3˝.

Widths > 3 can haveone flange inverted.

1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed

AllowableLoads

Ordering

85% of table load 65% of table load 65% of table load



to product number.Ex. THD410-SK45R


to product number.Ex. THD410-SL30D

See Sloped Seat and Skewed.Ex. THD410-SK45RSL30D

Add 1IF,one flange,right (R) and left (L),to product number.Ex. THD4101IFR


D

H

W

Some model designsmay vary from

illustration shown

THD28

Heavy-Duty Face Mount Truss Hangers – THD series


Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

2 x 6 - 8 THDH26 HGUS26 1-5/8 5-7/16 5 20 16d 8 16d 3915 4505 4895 2340 3370 3880 4200 1965 6, F15, F18, D2, R13


2 x 10 - 12 THDH210 -- -- 1-5/8 9-3/16 5 46 16d 16 16d 8725 9580 9600 5400 6835 7385 7750 4535 6, F15, R13 2-11/16 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 2930 6, F15, F18, D2, R13

2-11/16 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 4390 6, F15, R13 2-11/16 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 5835 6, F15, R13

3-1/4 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 2930 6, F15, F18, D2, R13

3-1/4 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 6, F15, R13 (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 6, F18, F15, D2, R13

(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 6, F15, R13 (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 2930 6, F18, F15, D2, R13


4 x 8 - 10 THDH48 HGUS48 3-9/16 7-1/8 4 36 16d 10 16d 6535 7515 7835 3185 5635 6480 6580 2675 6, R13 4 x 10 - 12 THDH410 HGUS410 3-9/16 9-1/8 4 46 16d 12 16d 8260 9010 9010 3970 7120 7570 7570 3335 6, F18, F15, D2, R13

4 x 12 - 14 THDH412 HGUS412 3-9/16 10-1/2 4 56 16d 14 16d 9845 9845 9845 5225 8270 8270 8270 4390 6, F15, R13

4 x 14 - 16 THDH414 HGUS414 3-9/16 13-1/6 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835 6, F15, R13 (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 6, F18, F15, D2, R13

(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 6, F18, F15, D2, R13 (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 6, F15, F18, R13

(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 6, F15, R13

(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 4865 6, F15, R13

6 x 10 - 12 THDH610 HGUS5.25/10, HGUS5.50/10

5-1/2 9 4 46 16d 16 16d 8725 9855 9855 4565 7520 8275 8275 3835 6, R13

6 x 12 - 14 THDH612 HGUS5.25/12, HGUS5.50/12

5-1/2 11 4 56 16d 20 16d 9935 9935 9935 5180 8345 8345 8345 4355 6, R13

6 x 14 - 16 THDH614 HGUS5.50/14 5-1/2 13 4 66 16d 22 16d 11645 11645 11645 5795 9780 9780 9780 4865 6, R13

6-3/4 x 9 - 14-1/2 THDH6710 HGUS210-4, HGUS6.88/10

6-7/8 8-13/16 4 46 16d 12 16d 8260 8260 8260 3490 6935 6935 6935 29306, F18,D2, R13

6-3/4 x 11 - 18 THDH6712 HGUS212-4, HGUS6.88/12

6-7/8 10-13/16 4 56 16d 14 16d 9845 9845 9845 5225 8270 8270 8270 4390 6, R13

6-3/4 x 13 - 20-1/2 THDH6714 HGUS214-4, HGUS6.88/14

6-7/8 12-13/16 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835 6, R13

7-1/4 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 3335 6, F18, D2, R13

7-1/4 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 4390 6, R13

7-1/4 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 5835 6, R13

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Joist nails need to be toe nailed at a 30° to 45˚ angle to achieve allowable loads shown. 3) Minimum nail penetration shall be 1-5/8˝ for 16d nails.

Joist /Truss Size

USPStock No.


Header Truss

CodeRef.


Roof

DF-L / SP S-P-F

Roof

D

H

W

2 1/2˝Raised dimple allows

30˚ to 45˚ nailing


2 1/2˝

D

H

W

THDH


Options: See Specialty Options Chart.Codes: ESR-1881, FL821, FL9835,

Dade County, FL 06-0921.05

Installation:• Use all specified fasteners. See ProductNotes, page 11.• Joist nails must be driven in at a 30° to 45°angle through the joist or truss into the header toachieve listed loads. Standard length “doubleshear” nails must be used to achieve listedload values.

Drive joist nails into header at 30°to 45° to achieve listed loads. Typical THDH double

shear installation

Typical THDH26-2installation

THDH26-2

Option Skewed 1,3 Sloped Seat2,3 Sloped / Skewed1,2,3

Range 1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed

1) Skewed THDH hangers with skews greater than 15° always have all joist nailing on one side of the 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. Inverted flange option is not available for THDH models.

85% of table allowable loadAllowable

Loads85% of table allowable load.

50% of table uplift load.52% of table allowable load.

50% of table uplift load.

Ordering


to product number.Ex. THDH410-SK45R

Add SL, slope required,and up (U) or down (D),

to product number.Ex. THDH410-SL30D

See Sloped Seat and Skewed.Ex. THDH410-SK45RSL30D



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Ref. No. W H Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

MUS26 MUS26 18 1-9/16 5-1/16 6 10d 6 10d 1285 1475 1605 865 1100 1265 1375 725 110

HUS26 HUS26 16 1-5/8 5-7/16 14 16d 6 16d 2635 3030 3295 1925 2260 2600 2810 16156, F15, F18,

D2, R13

MUS28 MUS28 18 1-9/16 7-1/16 8 10d 8 10d 1710 1970 2140 1230 1465 1685 1830 1035 110

HUS28 HUS28 16 1-5/8 7-3/16 22 16d 8 16d 3970 4345 4345 2570 3410 3650 3650 2160

2 x 10 - 12 HUS210 HUS210 16 1-5/8 9-3/16 30 16d 10 16d 5310 5510 5510 3205 4095 4420 4630 2690

1-3/4 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 1615

1-3/4 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 2160

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 2690

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail penetration is 1-5/8˝ for 16d nails. 3) Nails must be driven at a 30° to 45° angle through joist or truss into header to achieve the table loads. 4) HUS175, HUS177, and HUS179 load values assume the joist is 1-3/4˝ wide and has a bearing strength of not less than 675 psi. New products or updated product information are designated in bold font.

CodeRef.

6, F15,F18, D2,

R13

Joist /Truss Size

USPStock No.

SteelGauge

2 x 6 - 8

2 x 8 - 10

Dimensions Allowable Loads (Lbs.)4Fastener Schedule2

Roof

DF-L / SP S-P-F

Roof

Header Truss3

H

2˝

3˝

Raised dimple allows30˚ to 45nailing

W

The 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 less nailing.

Materials: See chartFinish: G90 galvanizingCodes: ESR-1881, FL9835,

Dade County, FL 06-0921.05

Installation:• 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.


Typical HUS installation(MUS similar)

CLPBF

2 1/2˝

2 1/2˝1 9/16˝

The 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-1881, FL574, Dade County, FL 08-0206.07


Butterfly Hanger – CLPBF

HUS

MUS

Typical CLPBFinstallation

Floor Uplift1

Joist Size Ref. No. Qty Type Qty Type 100% 115% 125% 160%

2 x 4 CLPBF -- -- 18 12 10d 6 10d x 1-1/2 815 815 815 2156, F7, F15,D11, R13

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-1/2˝ for 10d nails.

CodeRef.

USPStock No.

SteelGauge


Roof


Fastener Schedule2


faster installation


Slant Nail Truss Hangers – MUS & HUS series

NEW

USP2173-111

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H

B

WD

MSH


MSH422

3 9/16˝

21 1/2˝

MSH426

W

H

B

D

MSH422IF3 5/8˝

22˝

The 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 galvanizingCodes: ESR-1831, FL567, FL822, Dade County, FL 08-0303.06, L.A. City RR 25836

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 lower header 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 two header 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 fastening directions above for the applicable mounting condition for each individual flange strap.

Typical combinationMSH installation

Typical MSH installationFace Mount Maximum

Figure 1

Typical MSH installationTop Mount Maximum

Figure 2 Figure 3

Typical MSH422-2IFinstallation Top Mount

Minimum

Figure 4


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Top Face Floor Uplift1Floor Uplift1

Ref. No. W D H B Qty Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

face-max -- -- 18 10d 4 10d 2445 2635 2680 785 1825 1885 1925 660

top-max 4 6 10d 4 10d 2565 2635 2680 785 1825 1885 1925 660

top-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 660

top-max 4 6 10d 4 10d 2565 2635 2680 785 1825 1885 1925 660

top-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 660

top-max 4 6 10d 4 10d 2565 2635 2680 785 1825 1885 1925 660

top-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 500

top-max 4 6 10d 4 10d x 1-1/2 2090 2155 2200 595 1505 1560 1600 500

top-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 500

top-max 4 6 10d 4 10d x 1-1/2 2600 2600 2600 595 2185 2185 2185 500

top-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 510

top-max 4 6 10d 4 10d 3430 3485 3485 605 2460 2550 2610 510

top-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 510

top-max 4 6 10d 4 10d 3430 3485 3485 605 2460 2550 2610 510

top-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 1320

top-max 4 6 10d 6 10d 3525 3525 3525 1570 2955 2960 2960 1320

top-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 1320

top-max 4 6 10d 6 10d 3525 3525 3525 1570 2955 2960 2960 1320

top-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 1320

top-max 4 6 10d 6 10d 3525 3525 3525 1570 2955 2960 2960 1320

top-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 510

top-max 4 6 10d 4 10d 3430 3485 3485 605 2460 2550 2610 510

top-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 1080

top-max 4 6 10d 6 10d 2965 2965 2965 1285 2490 2490 2490 1080

top-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 1440

top-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 985

top-max 4 10 16d 6 16d 4535 4585 4585 1175 3335 3515 3640 985

top-min 4 4 16d 6 16d 3690 3775 3830 -- -- 2610 2680 2730 -- --

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails.

CodeRef.

10,F2, F16,D12, R14

16

16

16

10, F16,R14

221-3/4 9-13/16

14

JoistMaterial& Width

USPStock No.

MountingConditionSt

eel G

auge

Fastener Schedule2,3Dimensions

DF-L / SP


S-P-FHeader Joist

3-1/2˝ wideFloor

Trusses

(2) 3-1/2˝ wideFloor

Trusses

MSH426 MSH426IF

THA426 THAC426

MSH422-2 MSH422-2IF

THA422-2 THAC422-2

3-1/2˝ wideFloor Trusses

MSH422IF THAC418, THAC422

3-1/2˝ wideFloor

Trusses

7-1/4 22-1/82 11

3-5/8 1-3/4 26 8

7-5/8

7-5/8

7-5/8

17-1/2

21-1/2

(2) 2x Lumberor

Trusses

3-9/16

3-1/2˝ wideFloor

Trusses

3-1/2˝ wideFloor

Trusses

3-1/2˝ wideFloor

Trusses16 MSH422

THA422, THAI422

MSH222-2 THA222-2

2-1/2˝ wideFloor

Trusses

(2) 2x Lumberor

Trusses10-1/16

10-1/163-1/8

22-1/22-9/16

1-3/4

1-3/4

17-3/4

14

16

16

14

16

MSH218-2 THA218-2 3-1/8

MSH322 THAI322 18

THA2182x Lumber

orTrusses

THAI222 1-5/82x Lumber

orTrusses

MSH222

MSH218

18

18

18

1-5/8

2-1/4

231-3/4

2-1/4 16-3/4 5

1-5/8

2x Lumberor

Trusses MSH29 THA29

2x Lumberor

Trusses MSH213 THA213

18 8-3/4 5

Roof

12-3/4 5

Roof

MSH418 THA418

3-9/16

3-9/16

MSH413 THA413

1-5/8

10-13/16

2-1/4

MSH424 -- -- 3-5/8

10-3/8

22-1/4

1-3/4

1-3/4

1-3/4

1-3/4

3-5/8

10, F16,R14

2 22 5-3/1610, F16,D9, R14

Plated Truss chart


Adjustable Strap Hangers – MSH series continued

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Top Face Floor Uplift1 Floor Uplift1

Ref. No. W D H B Qty Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

face-max -- -- 22 10d 4 10d x 1-1/2 2090 2155 2200 595 1505 1560 1600 500

top-max 4 6 10d 4 10d x 1-1/2 2090 2155 2200 595 1505 1560 1600 500

top-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 500

top-max 4 6 10d 4 10d 2370 2440 2485 595 1695 1750 1790 500

top-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 500

top-max 4 6 10d 4 10d x 1-1/2 2360 2430 2475 595 1690 1750 1785 500

top-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 1850 1850 1850 500

top-max 4 6 10d 4 10d x 1-1/2 2600 2600 2600 595 2110 2165 2185 500

top-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 500

top-max 4 6 10d 4 10d x 1-1/2 2600 2600 2600 595 2185 2185 2185 500

top-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 1320

top-max 4 6 10d 6 10d 3525 3525 3525 1570 2955 2960 2960 1320

top-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 1320

top-max 4 6 10d 6 10d 3525 3525 3525 1570 2955 2960 2960 1320

top-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 1320

top-max 4 6 10d 6 10d 3525 3525 3525 1570 2955 2960 2960 1320

top-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 510

top-max 4 6 10d 4 10d 3430 3485 3485 605 2460 2550 2610 510

top-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 1080

top-max 4 6 10d 6 10d 2965 2965 2965 1285 2490 2490 2490 1080

top-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 1440

top-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 510

top-max 4 6 10d 4 10d 2885 2990 3060 605 2090 2180 2240 510

top-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 510

top-max 4 6 10d 4 10d 2885 2990 3060 605 2090 2180 2240 510

top-min 4 2 10d 4 10d 2210 2210 2210 -- -- 1690 1720 1740 -- --

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. New products or updated product information are designated in bold font.

10, D9,R14

10, F16,D9, R14

10, D9,R14

10, F2,F16,

D12, R14

10, F16,R14

10, F2,F16,

D12, R14

16 -- --

1-3/4

7-5/8

3-5/8 2

3-9/16 1-3/416

3-9/16

CodeRef.

10, F2,F16,

D12, R142-9/16 1-3/4

Roof

1-3/4 23

1-3/4

10-7/16

9-13/1622

17-1/2

14 7-5/8

22-5/8

7-5/8

22 5-3/16

3-9/16 1-3/4

Header Joist

10-13/16

12-11/16 10-3/4

14 3-5/8

1-3/4

16

18

18

1-3/4

1-3/4

2-3/8 1-3/4

22-7/8 10-3/4

-- -- 4-3/4 1-3/4 22

18 1-13/16

10-3/8

21-1/2

1-3/4 22

16

16

Ste

el G

auge


DF-L / SP

USPStock No.

MountingCondition

Roof

Allowable Loads (Lbs.)Fastener Schedule2,3

S-P-F

Dimensions

MSH1713 -- -- 18 1-13/16

MSH1722 THAI1.81/22

THA426 THAC426

THA422, THAI422

THA418

MSH424

MSH322 THAI322

MSH413

22-1/2

MSH418

9-1/4

9-1/4

826

MSH422

MSH426 MSH426IF

5-3/8

4-5/8˝ wideI-Joist

4-5/8˝ wideI-Joist

MSH2622-2 -- --

3-1/2˝ wideFloor Trusses

MSH2322-2

1-3/4˝ LVLor

I-Joist

1-3/4˝ LVLor

I-Joist

2-5/16˝ wideI-Joist

3-1/2˝ wideFloor

Trusses

2-1/2˝ wideFloor

Trusses

3-1/2˝ wideFloor

Trusses

3-1/2˝ wideFloor

Trusses

3-1/2˝ wideFloor

Trusses

3-1/2˝ wideFloor

Trusses

1-5/8

MSH422IF THAC418, THAC422

16 3-5/8

THA413 16

MSH2322 THAI3522

2x Lumberor

Trusses MSH222 THAI222 18

Adjustable Strap Hangers – MSH series continued

I-Joist, LVL, LSL, & PSL chart

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Drive nailsat angle

Left skewRight skew

The MSH213L/R is an adjustable 45º skew hangerdesigned to permit installation on a 2 x 6 or greater bottomchord, or vertical web member.

Materials: 18 gaugeFinish: G90 galvanizingCodes: ESR-1831, FL6223, FL822,

L.A. City RR 25836

Installation:• Use all specified fasteners. See Product Notes, page 11. • Web stiffeners are required for I-Joist installations.


Ref. No. 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 615

top-max 4 10d 6 10d 6 10d x 1-1/2 1735 1735 1735 730 1455 1455 1455 730

top-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. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails.

CodeRef.

10, F16,F26, R14

Top Face Roof Roof

Header Joist


DF-L / SP


S-P-F

2x Lumberor

Trusses MSH213L/R -- -- 18


USPStock No.

SteelGauge

MountingCondition

Typical MSH213L installationleft skew

Typical MSH213R installationright skew

13 1/4˝

1 5/8˝

1 3/4˝

5˝

MSH213L

MSH213L/R Skewed Truss Hanger

Back side withstraps bent over

AdditionalStrapping

for High Uplift

MP Framing Angle pg. 65

Bend over

Girder

Truss

LSTA Strap Tie pg. 73-74

Top view right shown

AdditionalStrapping

for High Uplift Back view shown

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®Severely Skewed Hangers – MSSH series


Ref. No. 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 615

top-max 4 10d 6 10d 6 10d x 1-1/2 1735 1735 1735 730 1455 1455 1455 730

top-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. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails.

MSSH217LLeft shown attached

to web and top of chord

USP’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.


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 or backside 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 chord connection for uplift requires a flat LSTA strap tie wrapped under the girder and over thetruss chord.

Floor Floor

Ref. No. Qty Type Qty Type 100% 115% 125% 100% 115% 125%

8 10d per strap OR 1 Ply 1470 1690 1700 1195 1205 1215

4 10d top of bent straps 2 Ply 1700 1700 1700 1195 1205 1215

8 10d per strap OR 1 Ply 1470 1690 1700 1265 1455 15804 10d top of bent straps 2 Ply 1700 1700 1700 1550 1630 1700

1) 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. Note: The 3 lower holes on each strap are for top nailing when strap is bent. These holes are not for face nailing.

MSSH217L/R THASR/L218 18 Optional Construction: Parallel to Grain Loading in Hanger Seat

1 10d x 1-1/2

1 10d x 1-1/2

Roof

Girder Truss

Carrying Member

Hip

Carried Member CodeRef.

130

Fastener Schedule2

USPStock No.

SteelGauge

Roof

S-P-FDF-L / SP


GirderTruss

Bend over

Right shownbent over bottom chord

17 3/16˝

1 5/8˝1 3/4˝Optional

bottom nail

Pocket nail

3 holes fortop nailing

2 x 6 or 2 x 8

8 holes for face nailing

MSSH217Rright shown

MSSH217RRight shown

attached to webs

The SNP3 Skewed Nail Plate is designed and testedfor connecting square cut corner jack trusses atskews from 45˚ to 90˚.


L.A. City RR 25745

Installation:• Install specified fasteners frombend line out from each end. Notall nail holes will be filled.• Attach to the supported truss onthe acute angle side so the SNP3runs behind the end of the jack.• Set jack truss against supporting truss and nail onexposed flange.• Bend angle only once.• 8d common nails may be substituted for 8d x 11/2˝nails with no reduction in load.

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Upift


DF-L 530 530 530 530SP 530 530 530 530

S-P-F 445 445 445 445

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 8d x 1-1/2˝ nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long.

USPStock No.

SteelGauge

WoodSpecies

8d x 1-1/2

Supporting Member

SNP3 TJC37 16 6

CodeRef.

8, F14,R9

Supported Member

Fastener Schedule2

8d x 1-1/2 6


3 3/8˝

3 1/2˝

3 1/2˝

Typical SNP3installation

SNP3

3 1/2˝

45˚to

90˚Max

SupportingTruss

3 1/2˝ SupportedTruss

Skewed Nail Plate – SNP3

Typical BN264installation

Nailing tabsadjust to fasten 22 1/2º mono trusses

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®Breakfast Nook Hangers – BN series

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Floor Uplift1,5

Ref. No. L H B Qty Type Qty Type 100% 115% 125% 160%

BN264 -- -- 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

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Loading published for total load of connection. 3) Minimum nail penetration is 1-1/2˝ for 10d nails. 4) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 5) Maximum uplift per mono truss is 175 lbs. at 160% for DF-L/SP and 150 lbs. at 160% for S-P-F.

CodeRef.

11,F12

Dimensions

USPStock No.

SteelGauge

Roof

Carried Member

per Mono Truss


DF-L / SP

Carrying Member


Designed to carry four mono trusses in one connector, it reduces installation time andcost. Provides a tested, load rated connection. Standard configuration spacing:221/2°, 45°, 45°, 45°, 221/2°. The design also includes field adjustable nailing tabs.

Materials: 14 gaugeFinish: USP primerCodes: ESR-1465, FL817

Installation:• 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.

22 1/2º 22 1/2º

45º

45º

45º

22 1/2º 22 1/2º

45º

45º

45º L

H

B

Field adjustablenailing tabswith slottedfastening holesfor slant nailing

BN264

BN264Standard configuration

(top view)

Hip/Jack Connectors – HHC, HJC, HJHC, & HTHJ series

HHC – 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 gauge

Finish: G90 galvanizingOptions: See Specialty Options Chart on page 170.

Codes: ESR-1465, FL817, FL571, Dade County, FL 07-0214.20

Installation:• Use all specified fasteners. See Product Notes, page 11. Typical HJC/HTHJ

installation


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H

5 7/8˝ 5˝

HTHJ

H

3 1/4˝6˝

HJC

per Hip per Jack Floor Uplift1Floor Uplift1

Description Ref. No. H Qty Type Qty Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

2 x 6 right / left HJC26 -- -- 12 5-3/8 16 16d 5 7 10d 2385 2740 2980 1840 2065 2375 2580 1545

2 x 8 right / left HJC28 -- -- 12 7-1/8 20 16d 6 8 10d 2980 3425 3505 1840 2580 2945 2945 1545

2 x 6 terminal HHC26 -- -- 12 5-7/16 20 16d 5 -- -- 10d 2980 3425 3505 1015 2580 2945 2945 1545

2 x 8 terminal HHC28 -- -- 12 7-3/16 24 16d 6 -- -- 10d 3505 3505 3505 1840 2945 2945 2945 1545 2 x 6 terminal HJHC26 MTHM 12 5-7/16 20 16d 5 2 10d 2980 3425 3505 1840 2580 2945 2945 1545

2 x 8 terminal HJHC28 -- -- 12 7-3/16 24 16d 6 2 10d 3505 3505 3505 1840 2945 2945 2945 1545 2 x 6 terminal HTHJ26-18 -- -- 18 5 16 16d 7 5 16d 2190 2520 2740 1790 1870 2155 2340 1505 11, F12

1) 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. 3) Minimum nail penetration is 1-5/8˝ for 16d nails.

130

Carried Member

11, F6,F12, D3

Fastener Schedule

Carrying Member3

CodeRef.

USPStock No.

SteelGauge

Roof


DF-L / SP S-P-F

Roof

45º 45º 45º 45º

H

3 1/4˝9˝

H

3 1/4˝10 1/2˝

Typical HHCinstallation top view

Typical HJHCinstallation top view

HHC HJHC

H

3 1/4˝Varies8˝ max. width

HJC (skewed)Typical HJC (skewed) installation

with alternate skew angle top view

45º 45º

Typical HJC/HTHJ installation top view

Option Hip Truss Skew

Range 30˚ to 60˚

Allowable Loads 100% of table load

OrderingAdd SK, angle of hip

required, to product number.Ex. HJC26-SK55

HJC Specialty Options Chart

Specify angle(60° max)

Hip/Jack Connectors – HHC, HJC, HJHC, & HTHJ series cont.

Typical GT2T4Binstallation

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®Girder Truss Hangers – GT, GTD, & GTS series

Uplift

Ref. No. Strap W1 L H D B Qty Qty Type 100% 115% 100% 115% 100% 115% 160%

DF-L / SP 1725 1985 2950 3390 3340 3840 2000

S-P-F 1515 1740 2515 2895 3085 3545 2000

DF-L / SP 2270 2610 3920 4510 5715 6575 2000

S-P-F 1980 2275 3330 3830 4850 5580 2000

DF-L / SP 2505 2880 4370 5025 4985 5730 2000

S-P-F 2175 2505 3710 4265 4590 5275 2000

DF-L / SP 3465 3985 5905 6790 6680 7680 2000

S-P-F 3040 3495 5040 5785 5485 5785 2000

DF-L / SP 5200 5980 8860 10190 10020 11520 2000

S-P-F 4560 5245 7560 8695 9260 9925 2000

DF-L / SP 6855 7885 11795 13565 13530 13870 2000

S-P-F 5995 6890 9630 9925 9630 9925 2000

DF-L / SP 6935 7975 11815 13585 13355 13870 2000

S-P-F 6080 6995 9630 9925 9630 9925 2000

DF-L / SP 2505 2880 4370 5025 4985 5730 2000

S-P-F 2175 2505 3710 4265 4590 5275 2000

DF-L / SP 3200 3675 5740 6605 8490 9765 2000

S-P-F 2745 3160 4830 5555 7160 8230 2000

DF-L / SP 3465 3985 5905 6790 6680 7680 2000

S-P-F 3040 3495 5040 5795 6175 7000 2000

DF-L / SP 4570 5255 7865 9045 11435 13150 2000

S-P-F 3995 4595 6685 7690 9720 11180 2000

DF-L / SP 5200 5980 8860 10190 10020 11520 2000

S-P-F 4560 5245 7560 8695 9260 10650 2000

DF-L / SP 6855 7885 11795 13565 14860 14860 2000

S-P-F 5995 6890 10030 11535 12480 12480 2000

DF-L / SP 6935 7975 11815 13585 13355 15360 2000

S-P-F 6080 6995 10080 11590 12350 13090 2000

DF-L / SP 9140 10515 15725 18085 19155 19465 2000

S-P-F 7990 9190 13370 13750 13455 13750 2000

DF-L / SP 3465 3985 5905 6790 6680 7680 2000

S-P-F 3040 3495 5040 5795 6175 7000 2000

DF-L / SP 4570 5255 7860 9040 11440 13155 2000

S-P-F 3995 4595 6685 7685 9720 11175 2000

DF-L / SP 5200 5980 8860 10185 10020 11525 2000

S-P-F 4560 5245 7560 8690 9260 10650 2000

DF-L / SP 6855 7880 11790 13560 14860 14860 2000

S-P-F 5990 6890 10025 11530 12480 12480 2000

DF-L / SP 6930 7970 11810 13580 13360 15365 2000

S-P-F 6080 6990 10080 11590 12345 13090 2000

DF-L / SP 9140 10510 15720 18080 19465 19465 2000

S-P-F 7990 9185 13365 15370 16350 16350 2000 1) 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.

3/4

1

CodeRef.

130

10, F16,R14

10, F16,R14

3/4

1

3/4

1

3/4

1

3/4

1

12

3/4

1

3/4

3/4

3/4

1

3/4

3/4

1

12

12

12

12

12

12

12

12

12

12

12

12

8 16d

3 ply

GT3T8BH -- -- 3 7 5-1/8 7-1/4

12

25 9-1/4

26-1/4

9-1/4

9-1/4

3 7 5-1/8 7-1/4

6

6 9-1/4 6

4

86

16d -- -- 3 7 3-7/16 12

8 16d

6 16d

8 16d

8 16d

6

16d

16d

4 16d

3 16d

3 16d

12

3/4

1

6 16d

4 16d

4 16d

16d

12

12

12

16d

2 16d

4 16d

6 16d

2 16d

3

3-7/16

3-7/16

6

6

Steel Gauge

SupportedMember

USPStock No.

Dimensions

BackPlate

3 Ply

Supporting Member


16d


Supporting Truss Supported Truss

BoltDia.

12

12

7-1/2

9-1/4

1 Ply 2 Ply

6

6

6

7-1/2

WoodSpecies

7-1/2

7-1/2

7

7

7-1/4

7-1/4

7-1/2

25

30-1/4

6

6

68-1/8

6

6

22

26-1/4

19

22-1/4

22

26-1/4

6-1/2

6-1/2

5-1/8

5-1/8

6-1/2

5-1/8

6

3-7/16

7

7-1/4

3-7/16

3-7/16

5-1/8

5-1/8

5-1/8

7-1/4

3-7/16 7-1/4

22

22-1/4

26-1/4

5-1/2

19

25

6

30-1/4 6

6

4-1/2

4-1/2

9-1/4

9-1/4

7

3

9-1/4

9-1/4

9-1/4

9-1/4

9-1/4

5-1/2

6-1/2

6-1/2

3 7

3

9-1/4

9-1/4

9-1/422

5-1/2

22-1/4 5-1/2

19

19

9-1/4

9-1/4

9-1/4

9-1/4

4-1/2

4-1/2

4-1/2

5-1/2

3 7

3

9-1/4

9-1/4

9-1/4

22

7

3 7

3 7

3 7

3 7

3

3 7

3 7

3 7

3 7

7

7

3 7

7

THGBH4

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

THGB3

-- --

THGBH3 GT3T8B

-- --

THGB2

THGBH2

-- --

GT4T8B

GT5T8BH

GT4T4B

GT4T4BH

GT4T6B

GT4T6BH

GT3T4B

GT3T4BH

GT3T6B

GT3T6BH

4 ply

5 ply

GT2T2B

GT2T2BH

GT2T3B

GT2T4B

GT2T6B

GT2T8B

GT3T3B

GT3T3BH

10, F16,R14

130

130

2 ply

GT2T6BH

3 7

3 7

3

The GT primarily hangs girder trusses off other girder trusses, although a wide varietyof other heavy-duty installations apply.


Options: All models available in LVL sizes, use M in place of T, as in GT2M4B.Codes: ESR-1831, FL822, L.A. City RR 25836

Installation:• Use all specified fasteners. See Product Notes, page 11.• Minimum heel height is 91/4˝ for GT hangers.


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Uplift

Ref. No. W1 W2 L H D B Qty Qty Type Qty Type 100% 115% 100% 115% 100% 115% 160%

DF-L / SP 1695 1945 2935 3375 3310 3810 2000

S-P-F 1480 1705 2495 2870 3055 3515 2000DF-L / SP 3385 3895 5870 6750 6625 7620 2000

S-P-F 2965 3410 4995 5745 6115 7035 2000DF-L / SP 2445 2815 4330 4980 4920 5660 -- --

S-P-F 2120 2440 3665 4215 4530 5210 -- --

DF-L / SP 3385 3890 5865 6745 6620 7610 -- --S-P-F 2960 3405 4990 5740 5765 5910 -- --

DF-L / SP 2445 2815 4330 4980 4920 5660 -- --

S-P-F 2120 2440 3665 4215 4530 5210 -- --

DF-L / SP 2460 2830 4355 5005 4950 5695 -- --

S-P-F 2135 2455 3685 4240 4555 5240 -- --

DF-L / SP 2450 2820 4335 4985 4930 5670 -- --

S-P-F 2125 2445 3670 4220 4535 5215 -- -- 1) 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. 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. All side pocket applications assume 45° angle. Must specify right or left for all GTS and GT skewed.**D is 3" for hip bucket.

130

CodeRef.

3/4

3/4

3/4

3/4

3/4

BoltDia.

2 ply skewed 45°

3 12 -- --16d -- --3/4

5

BackPlate

SteelGauge

SupportedMember

USPStock No.

Stra

p

9-1/4

9-1/4 12

3

4-1/2

4-1/27-1/4

6

4

10d x 1-1/25

3

5-1/2

5-1/2

5-1/2

4

3

5-1/2

3/4

10d x 1-1/2

4 10d x 1-1/2

10d x 1-1/2

10d x 1-1/2

4

4

4

10d x 1-1/210d x 1-1/2 4

4 10d x 1-1/2

10d x 1-1/2

10d x 1-1/2

4

4

4

-- --

8

6

**4-1/2

**4-1/2

**4-1/2

**4-1/2

**4-1/2

45-1/2

9-1/4

9-1/4

1-5/8

3-7/16

1-5/8

3-7/16

-- --

-- --

1-5/8

22

22

22

3-7/16

3-7/16

1-5/8

1-5/8

1-5/8

1-5/8

1-5/83

7

7

7

7

7

7

7

2 Ply 3 Ply

3

19

19

22

199-1/4

-- --16d

3

2 ply hip & 1 ply jack

Supporting Member

Allowable Loads (Lbs.)1Dimensions Fastener Schedule2

SupportingTruss

Supported Truss Supported Hip

WoodSpecies

1 ply terminal hip

1 ply hip & jack

*GTS1T1H3BSKL/R

*GTS1T1H4BSKL/R

*GTS1T2H3BSKL/R

3

3 -- --

-- --

-- --

3

-- --

-- --

2 ply terminal hip

1 Ply

THMA

THMA-2

*GT2T2BSKL/R

*GT2T4BSKL/R

GTD1T1H3B

GTD1T2H3B

H

DW1

B

L

GTS1T2H3BSKLleft shown

GTD1T1H3B

GT series – Hip Applications

GT2T4B

Girder Truss Hangers – GT, GTD, & GTS series continued

W1 W1

45ºW2

W1

45º 45º

W2 W2

GT GTSleft shown

GTD

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®High Uplift Girder Truss Hangers – GTWS series

Uplift

Ref. No. W1 W2 L H D B Qty Qty Type Qty Type 100% 115% 100% 115% 100% 115% 160%

DF-L / SP 1695 1945 2935 3375 3310 3810 2000

S-P-F 1480 1705 2495 2870 3055 3515 2000DF-L / SP 3385 3895 5870 6750 6625 7620 2000

S-P-F 2965 3410 4995 5745 6115 7035 2000DF-L / SP 2445 2815 4330 4980 4920 5660 -- --

S-P-F 2120 2440 3665 4215 4530 5210 -- --

DF-L / SP 3385 3890 5865 6745 6620 7610 -- --S-P-F 2960 3405 4990 5740 5765 5910 -- --

DF-L / SP 2445 2815 4330 4980 4920 5660 -- --

S-P-F 2120 2440 3665 4215 4530 5210 -- --

DF-L / SP 2460 2830 4355 5005 4950 5695 -- --

S-P-F 2135 2455 3685 4240 4555 5240 -- --

DF-L / SP 2450 2820 4335 4985 4930 5670 -- --

S-P-F 2125 2445 3670 4220 4535 5215 -- -- 1) 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. 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. All side pocket applications assume 45° angle. Must specify right or left for all GTS and GT skewed.**D is 3" for hip bucket.

Stra

p

Typical GTWSinstallation

The GTWS series girder-to-girder hangers feature high uplift capacitiesalong with high gravity load ratings.


Installation• 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 a girder truss with no restriction on the size of the bottom chord.• GTWS4T shall be installed to a minimum 2x8 vertical member of a girder truss with no restriction on the size of the bottom chord.

Uplift1

Ref. No. W H D Qty Qty 100% 115% 125% 160%

GTWS2T -- -- 10 3-1/4 16 4 22 WS3 16 WS3 2 Ply 8720 10030 10900 8435

GTWS3T -- -- 10 4-7/8 16 5 28 WS3 24 WS3 3 Ply 11100 12470 12470 12490

GTWS4T -- -- 10 6-1/2 16 5 28 WS3 24 WS3 4 Ply 11100 12470 12470 12490

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) WS3 wood screws require a minimum 3˝ wood penetration. 3) WS3 wood screws are 1/4˝ x 3˝ long and are included with the GTWS hangers. 4) WS3 wood screws may be installed in both vertical and horizontal members.

F26

USPStock No.

SteelGauge

Supported Truss

WoodScrews

WoodScrews

CodeRef.

No. ofPlys

Dimensions Fastener Schedule2,3,4 Allowable Loads (Lbs.)

Supporting Truss DF-L / SP

W4˝

16˝

GTWS2T

W5˝

16˝

GTWS3T

F1

Typical STCinstallation

W1

1 1/4˝ slots

W2

The STC provides uplift resistance by securing trusses to top plates.Slotted nail holes allow for horizontal movement as scissor trusses deflect.


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.

F1 Uplift1F1 Uplift1

Ref. No. 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 1-1/2 330 810 275 680

STC26 TC26 12 2 x 6 top plate 5-1/2 1-5/8 5 10d x 1-1/2 6 10d x 1-1/2 330 810 275 680 STC28 TC28 12 2 x 8 top plate 7-1/4 1-5/8 5 10d x 1-1/2 6 10d x 1-1/2 330 810 275 680

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

11,F12


DF-L / SP S-P-F

CodeRef.

USPStock No.

SteelGauge


Truss Plate

STC

Scissor Truss Clips – STC series

6 1/16˝

4 3/8˝2 1/16˝

3 1/16˝

FTC1F

7 5/8˝

4 3/8˝

2 1/16˝

3 1/16˝

FTC2F

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W1

1 1/8˝

H

W2

4 3/8˝

2˝

Ref. No. W1 W2 H Qty Type DF-L / SP S-P-F

3 x 2 FTC32 -- -- 18 2-1/16 2-1/2 1-1/2 10 10d x 1-1/2 680 590

FTC1 -- -- 18 3-1/2 3-1/16 1-1/2 10 10d 865 750 FTC1F -- -- 18 3-1/16 -- -- 4-3/8 10 10d 865 750

FTC2 -- -- 18 3-1/2 3-1/16 3 10 10d 865 750 FTC2F -- -- 18 3-1/16 -- -- 4-3/8 10 10d 865 750

1) Transfer loads are for 100% floor load, and shall not be increased for short term load duration. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails. 4) Truss designer shall determine the number of clips for concentrated loads and the spacing for uniform loads.

CodeRef.Truss Size

4 x 2

(2) 4 x 2

Dimensions Maximum Transfer Loads1,4USP

Stock No.Steel

Gauge


11,F12

Typical FTC 2 plymetal web truss installation

The FTC slides easily onto the top or bottom chord and provides aguide to help position and support the second truss during assembly.


Patents: #5,653,079

Installation:• Use all specified fasteners. See Product Notes, page 11.• The truss designer must determine the number of clips and spacing between units according to concentrated loadconditions and uniform loading requirements.

Concentrated Load Spacing Tips:Divide half of the concentrated load by the clip capacity to find the number of clips required.

Example:Concentrated (point) load = 3000 lbs, FTC capacity = 865 lbs

= 1.73 = 2 clips

Place 2 clips near concentrated load.

Uniform Load Spacing Tips:Divide the clip capacity by half the required load per lineal foot.

Example:Uniform (distributed) load = 500 lbs/ft, FTC1 Limited load = 865 lbs

= 3.46

Space clips at 3'4" along length of truss.

FTC

Floor Truss Clips – FTC series

Typical FTC2Fretrofit installation

Typical FTCinstallation

1⁄2 (3000lbs)

865lbs

8651⁄2 (500)

F1

F2

Typical SBP standardinstallation

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®Supplementary Bearing Plates – SBP series

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100% 115% 125% 100% EBL 115% EBL 125% EBL

DF-L 625 2260 2600 2825 5540 5.91 5880 6.27 6105 6.51

SP 565 2440 2805 3050 5405 6.38 5770 6.81 6015 7.10 S-P-F 425 1940 2230 2425 4170 6.54 4460 7.00 4655 7.30

Hem Fir 405 1980 2275 2475 4105 6.76 4400 7.24 4600 7.57 DF-L 625 2320 2670 2900 8885 4.74 9235 4.93 9465 5.05

SP 565 2500 2875 3075 8435 4.98 8810 5.20 9010 5.32

S-P-F 425 2000 2300 2500 6465 5.07 6765 5.31 6965 5.46 Hem Fir 405 2040 2345 2550 6295 5.18 6600 5.43 6805 5.60

DF-L 625 2320 2670 2900 12165 4.33 12515 4.45 12745 4.53 SP 565 2500 2875 3075 11400 4.48 11775 4.63 11975 4.71

S-P-F 425 2000 2300 2500 8695 4.55 8995 4.70 9195 4.81

Hem Fir 405 2040 2345 2550 8420 4.62 8725 4.79 8930 4.90 DF-L 625 2320 2670 2900 15445 4.12 15795 4.21 16025 4.27

SP 565 2500 2875 3075 14365 4.24 14740 4.35 14940 4.41 S-P-F 425 2000 2300 2500 10925 4.28 11225 4.40 11425 4.48

Hem Fir 405 2040 2345 2550 10545 4.34 10850 4.47 11055 4.55

DF-L 625 3165 3640 3955 8320 8.87 8795 9.38 9110 9.72

SP 565 3415 3930 4270 8075 9.53 8590 10.14 8930 10.54 S-P-F 425 2715 3125 3395 6220 9.76 6630 10.40 6900 10.82

Hem Fir 405 2770 3190 3465 6110 10.06 6530 10.75 6805 11.20

DF-L 625 3250 3735 4060 13565 7.23 14050 7.49 14375 7.67 SP 565 3500 4025 4375 12825 7.57 13350 7.88 13700 8.08

S-P-F 425 2800 3220 3500 9815 7.70 10235 8.03 10515 8.25 Hem Fir 405 2855 3285 3570 9540 7.85 9970 8.21 10255 8.44

DF-L 625 3250 3735 4060 18720 6.66 19205 6.83 19530 6.94 SP 565 3500 4025 4375 17485 6.88 18010 7.08 18360 7.22

S-P-F 425 2800 3220 3500 13320 6.96 13740 7.18 14020 7.33

Hem Fir 405 2855 3285 3570 12880 7.07 13310 7.30 13595 7.46 DF-L 625 3250 3735 4060 23875 6.37 24360 6.50 24685 6.58

SP 565 3500 4025 4375 22145 6.53 22670 6.69 23020 6.79 S-P-F 425 2800 3220 3500 16825 6.60 17245 6.76 17525 6.87

Hem Fir 405 2855 3285 3570 16220 6.67 16650 6.85 16935 6.97

1) 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.

SBP6 on 2 x 6 Top Plate (5-1/2˝ wide)

4 Ply

1 Ply

2 Ply

3 Ply

4 Ply

1 Ply

2 Ply

3 Ply

SBP's Alone SBP + Truss Bearing4

Allowable Loads (Lbs.)1,2,3

SBP4 on 2 x 4 Top Plate (3-1/2˝ wide)

No. ofTrussPlys

WoodSpecies

Fc

(psi)

W L

D

H

SBP

Use the SBP instead of extra truss plys or nail-on scabs to distributeconcentrated truss reactions and avoid top plate crushing. The two-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-1831, FL822, L.A. City RR 25836

Installation:• Use all specified fasteners. See Product Notes, page 11.• The SBP shall be installed in pairs.

F1 F2 Uplift5F1 F2 Uplift5

Ref. No. W H L D Qty Type Qty Type Qty Type 160% 160% 160% 160% 160% 160%

2-7/8˝ or less 20 10dx1-1/2 1390 1630 1295 1170 1370 10853˝ or more 20 10d 1390 1630 1295 1170 1370 1085

2-7/8˝ or less 28 10dx1-1/2 1390 1630 1295 1170 1370 1085

3˝ or more 28 10d 1390 1630 1295 1170 1370 1085

1) Fastener Schedule is for a pair of SBP devices. 2) Allowable loads are for a pair of SBP devices. SBP's shall be installed in pairs. 3) Multiple ply trusses shall be fastened together to act as a single unit. 4) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) x 1-1/2˝ long. 5) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.

10d

10d

8

8

16

16

2 1

2 1

3-1/2 3-1/4

5-1/2 3-1/4

SBP4 TBE4

SBP6 TBE6

USPStockNo.

SteelGauge

Dimensions

JoistThickness


DF-L / SP S-P-F


10,F16,R14

Top Sides

Truss

CodeRef.

Plate

4 10d

4 10d

W

L

D

H

SBP tab up

Typical SBP alternateinstallation

2˝

1 1/4˝

2 3/4˝

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F1

F2

Typical TR2 installation

Typical HTC4installation

F1 F2 F1 F2

Ref. No. Description Qty Type Qty Type 160% 160% 160% 160%

TR1 STC 18 single slot 1 8d 2 8d 85 50 35 35

TR2 DTC 18 double slot 2 8d 4 8d 125 210 85 135

1) Loads have been increased for short-term loading; no further increase allowed. 2) Truss must be bearing on top plate to achieve the allowable loads under "Without Gap". 3) Installed with maximum 1/4˝ space between rafter or truss and top plate under "With 1/4˝ Gap". Space is not limited to 1/4˝, where loads are not required.

Fastener Schedule Allowable Loads (Lbs.)1

Without Gap2 With 1/4˝ Gap 3

DF-L / SPTruss Plate

CodeRef.

130

USPStock No.

SteelGauge

W

H

D

ZC2

Blocking Supports – ZC series

ZC clips secure blocking between joists or trusses whichprovides support for drywall or sheathing.

Materials: See chartFinish: G90 galvanizingCodes: ESR-1465, FL817


ZC4

Allowable Load (Lbs.)2

DF-L / SP

Downward

Ref. No. W H D Qty Type Qty Type 100%

ZC2 Z2 20 2-1/4 1-9/16 1-1/2 3 10d x 1-1/2 2 10d x 1-1/2 240 11, F12 ZC4 Z4 12 1-1/2 3-9/16 1-3/8 2 10d x 1-1/2 1 10d x 1-1/2 420 11, F12

ZC24 Z28 28 2-1/2 1-9/16 1-3/8 -- -- 120 ZC34 Z38 28 2-1/2 2-9/16 1-5/16 -- -- 120

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) Allowable load shall not be increased for other load duration factors.

CodeRef.

SteelGauge

USPStock No.


Header Blocking

10d x 1-1/2 10d x 1-1/210d x 1-1/2 10d x 1-1/2

Slotted design allows truss to deflect without imposingload on wall below.


Installation:• Use all specified fasteners. See Product Notes, page 11.• Do not fully set nails.• Locate nails into the center of slots.

Slotted design allows truss to deflect without imposing load on wall below.


Installation:• Use all specified fasteners. See Product Notes, page 11.• Do not fully set nails.

Typical ZC installation

Roof Truss Ties – TR series

Heavy Truss Deflection Clip – HTC4

F1

F2

1 7/8˝

2 1/2˝

2 11/16˝

HTC4

TR2

Top Side

Ref. No. Qty Qty Type Qty Type F1 F2 F1 F2

HTC4 HTC4 16 2 4 10d x 1-1/2 3 10d x 1-1/2 255 525 55 295 110

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 3) Truss/Rafter must be bearing on top plate to achieve the allowable loads under "Without Gap". 4) When installed with maximum 1-1/4" space between truss/rafter and top plate, use loads under "With 1-1/4" Gap".

CodeRef.

USPStock No.

SteelGauge

Fastener Schedule1 Allowable Loads (Lbs.) 2

Without Gap3 With 1-1/4˝ Gap4

DF-L / SP (160%)Plate Truss/Rafter

3 1/2˝

3 1/4˝

1 15/16˝

1˝

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®Truss Field Splice Kits – FS & FSS series

Typical FSS installation

Typical FS installation

Job 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.

Materials: FS & FSS – See chart, bolts, and nuts includedSplice Clip – 12 gauge

Finish: FS & FSS – USP primer;Splice Clip – G90 galvanizing;Bolts – zinc plating

Installation:• 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.

Splice Clip

FSS

FS


DF-L SP S-P-F

Ref. No. Qty Type 115% 115% 115%

2 x 6 4995 4845 39102 x 8 6695 6305 5240

2 x 10 7195 7565 60302 x 6 4995 4845 3910

2 x 8 6695 6305 5240

2 x 10 8320 7565 65102 x 6 9995 9690 7820

2 x 8 13390 12615 10480

2 x 10 14130 14725 121402 x 6 9995 9690 7820

2 x 8 13390 12615 104802 x 10 16640 15125 13020

2 x 6 14120 14540 11730

2 x 8 14145 14740 130702 x 10 14130 14725 13075

2 x 6 14990 14540 117302 x 8 20085 18920 15720

2 x 10 21770 22670 19530

2 x 6 4995 4845 39102 x 8 6695 6305 5240

2 x 10 7195 7565 60302 x 6 4995 4845 3910

2 x 8 6695 6305 5240

2 x 10 8320 7565 65102 x 6 9995 9690 7820

2 x 8 13390 12615 10480

2 x 10 14130 14725 121402 x 6 9995 9690 7820

2 x 8 13390 12615 104802 x 10 16640 15125 13020

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 wood tensile 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, and approximately 540 psi for SP; and increased by the size factors in accordance with the NDS®.

3/4˝ x 3˝

3/4˝ x 5˝

3/4˝ x 5˝

3/4˝ x 5˝

3/4˝ x 7˝

3/4˝ x 7˝

3/4˝ x 3˝

Bolt Schedule

3/4˝ x 3˝

3/4˝ x 3˝

3/4˝ x 5˝

8 FS8B

FS12B

FS8B-2

FS12B-2

FS8B-3

FS12B-3

FSS8B

FSS12B

FSS8B-2

FSS12B-2

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

7 1

7 2

7 3

7 1

2

3 1 12

3 2 18

12

3 1 18

3 3 12

8

3 12

130

USPStock No.

SteelGauge

TrussPlies

CodeRef.

ChordSize

7 2 12

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Flap22 1/2˝

7/8˝1˝

1 3/8˝

Top view

End view

Temporary ConstructionBracing Installation

OddSpacing

24 o.c.

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.

Materials: 20 gaugeFinish: G60 galvanizingCodes: ESR-2362

Installation:• Use The Stabilizer™ for standard 24˝ o.c. spacing. For odd spacing, cut and insert a solidblock 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˝

ST24H Stabilizer™

Hammer here

Hammer here

Web bracinginstallation

Chordattachment detail

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 permanent bracing design of the overall structure including the truss. This includes thedesign of required supplemental diagonal and cross bracing.

Ref. No. Tension Compression

ST24H TSB2-24 20 24˝ 105 155 420

1) 1 pound = 4.448N 2) Fastener shall be (1) 8d or 10d common wire nail inserted through nail slot.

USPStock No.

SteelGauge

O.C.Spacing

Allowable Axial Loads (Lbs.)

Tensionwith Fastener

1˝

1 3/8˝

7/8˝

1 3/8˝

1 1/2˝1/4˝

1 1/2˝

1 3/8˝

Standard Mil 20 punch

Tab

71.28º

Side view

Truss Brace & Spacer (Stabilizer™) – ST24H

TSX multi-unit spacer

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®Truss Spacers – TS & TSX series

Transfers lateral loads from girder truss into bearing walls.

Materials: See chartFinish: USP primerCodes: ESR-1465, FL817

Installation:• Use all specified fasteners. See Product Notes, page 11.• WS3 Wood Screw, 1/4˝ dia. x 3˝ long, are supplied withDSC4 connector.

10 1/2˝

2 1/8˝

2˝

7˝

Drag Strut Connector – LDSC & DSC series

Ref. No.

1-1/4 TS -- -- 20 24˝ 2' 1-1/2˝ 1

1-1/2 TSX24 TSF2-24 22 24˝ 10' 5

1) TSX spacers are shipped folded.

120

CodeRef.

JoistWidth

SectionsPer Piece

USPStock No.1

SteelGauge

O. C.Spacing

OverallLength

TS single-unit spacer

Typical TSX installation

Important: These units provide spacing guidesonly. Do not rely on the TS or TSX for bracing.

21˝ 3 1/4˝3˝

DSC4R right shown

LDSC4L left shownTypical DSC4R

installation

Truss 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 chart

Installation:• Use (1) 8d nail per end to fasten units to trusses, rafters, or floor joists.

Compression Tension Compression Tension


LDSC4L/R -- -- 14 9 10d x 1-1/2 9 10d x 1-1/2 1640 1640 1425 1425

DSC4L/R DSC5R/L-SDS3 3 16 WS3 16 WS3 4965 4945 4270 4250

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) WS3 wood screws are 1/4˝ x 3˝ and are included with DSC4 connector. 3) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long.

11,F12

CodeRef.

USPStock No.

SteelGauge

Allowable Tension Loads (Lbs.)1

DF-L / SP S-P-F


Truss Top Plate

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• 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, and application.• All fasteners used to attach wood blocking should be independent of the fasteners in the truss hanger.

THDH26-2pg. 153

Filler Blocking

GT4T6BHpg. 160

Filler Blocking

THDH28-2pg. 153

Filler blockinstallation

Wood filler blocking used forsupported member width less

than hanger width.

(Blocking and blocking fasteners/quantity to be

designed by truss designer orengineer of record)

Panel pointinstallation

Connection with face mount hangerattaching to a truss panel point.

(Hanger nails that do not penetrate woodin panel point provide no

load resistance)

Reduce load according to the code.

Backer blockinstallation

Wood blocking used to achieve full designload value of a face mount hanger attached to

a carrying member.

(Blocking to be designed by trussdesigner or engineer of record)

Wood blocking

JUS26 pg. 89

Alternate Installations

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W

L

N

12˝ 16˝ 19.2˝ 24˝ 30˝ 32˝ 36˝ 42˝ 48˝

7-1/4 -- --N16/O16

/O40-- -- -- -- -- -- -- -- -- -- -- -- -- --

9-1/4 N16N16/O16

/O40N27 N27/N30 N36 N36/N42 N42 N48 N54/N56

9-1/2 N16 N16 N27 N27/N30 N36 N36/N42 N42 N48 N54/N56

10 N16 N16 N27 N27/N30 N36 N36/N42 N42 N48 N54/N5611-1/4 N16 N16 N27 N30 N36 N36/N42 N42 N48 N54/N56

11-7/8 N16 N27 N27 N30 N36 N36/N42 N42 N48 N54/N56

12 N16 N27 N27 N30 N36 N36/N42 N42 N48 N54/N5614 N16 N27 N27/N30 N30 N36/N42 N36/N42 N42 N48 N54/N56

16 N27 N27 N27/N30 N30 N36/N42 N42 N42/N48 N48/N54 N54/N56

18 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/N60

22 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/N60

26 N30/N36 N36 N36/N42 N42 N42/N48 N48 N48/N54 N54/N56 N56/N60

28 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 N60

32 N36/N42 N42 N42 N42/N48 N48 N48/N54 N54/N56 N54/N56/N60 N60

All models require (2) 8d x 1-1/2 nails at each end. 1) Based on 1-1/2˝ joist. Consult USP for suitable product for wider joists.

Sized for Joist-to-Joist X Bridging

Joist Spacing1

I-BeamHeight

O – The O series spans three joists in under/over installation. Prong teeth in the center 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-1781, L. A. City RR 25843, FL13285

Installation:• Use specified fasteners in models with fastener requirements.• For all models – Bridging should be installed on floor joists with a nominal depth-to-thickness ratio 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 installation instructions 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.

Typical Oinstallation

W

L

O

Typical Ninstallation

Ref. No. W L Qty Type

N16 LTB20, TB20 22 3/4 19-3/4 4 8d x 1-1/2 16 N27 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 -- -- N42 TB42 20 3/4 42 4 8d x 1-1/2 -- --

N48 TB48 20 3/4 48 4 8d x 1-1/2 -- -- N54 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 16 120

O40 LTB40 22 3/4 39-3/4 4 8d x 1-1/2 16 5, F30, R5

1) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 2) For joist spacing, refer to the Joist Installation chart. 3) Joist spacing is based on a 1-1/2˝ joist. Consult USP regarding wider joist applications.

5,F30,R5

JoistSpacing O.C.

DimensionsUSP

Stock No.Steel

Gauge

Fastener Schedule1

CodeRef.

Joist Installations


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Typical MBG installation

Step 1Step 2

Bridging – MB16 & MBG series

W

L

MBG

MBG – Grip tooth bridging. Features special teeth which grip joists and provide easy sin-gle-nail installation. 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-1781, L. A. City RR 25843, FL13285

Installation:• Use specified fasteners in models with fastener requirements.• For all models – Bridging should be installed on floor joists with a nominal depth-to-thickness ratio 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 for particular models.• MBG – May be installed before or after sheathing. Position the unbent end of the bridg-ing unit 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 dam-aged during 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.

MB16

Typical MB16installation

Joist Size Ref. No. W L Qty Type

2 x 8 12 MBG812 NCA2X8-12 22 15/16 11-3/4 1 8d x 1-1/2 2 x 10 12 MBG1012 NCA2X10-12 22 15/16 12-3/4 1 8d x 1-1/2

2 x 12 12 MBG1212 NCA2X12-12 22 15/16 14 1 8d x 1-1/2

2 x 14 12 MBG1412 -- -- 22 15/16 16 1 8d x 1-1/2 2 x 16 12 MBG1612 -- -- 22 15/16 17 1 8d x 1-1/2

2 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 1-1/2

2 x 10 16 MBG1016 NCA2X10-16 22 15/16 16-5/16 1 8d x 1-1/2

2 x 12 16 MBG1216 NCA2X12-16 22 15/16 17-1/4 1 8d x 1-1/2 2 x 14 16 MBG1416 -- -- 22 15/16 18-7/16 1 8d x 1-1/2

2 x 16 16 MBG1616 -- -- 22 15/16 19-5/8 1 8d x 1-1/2

2 x 8 24 MBG824 -- -- 22 1-5/16 23-1/2 1 8d x 1-1/2 2 x 10 24 MBG1024 -- -- 22 1-5/16 24 1 8d x 1-1/2

2 x 12 24 MBG1224 -- -- 22 1-5/16 24-3/4 1 8d x 1-1/2 2 x 14 24 MBG1424 -- -- 22 1-5/16 25-5/8 1 8d x 1-1/2

2 x 16 24 MBG1624 -- -- 22 15/16 26-5/8 1 8d x 1-1/2

1) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 2) Joist spacing is based on a 1-1/2˝ joist, consult USP regarding wider joist applications.

5,F30,R5

Joist

Spacing O.C.2

DimensionsUSPStock No.

SteelGauge

CodeRef.

Fastener Schedule1

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Typical ICPL516-TZinstallation

Typical KNS1 & PL4installation

W

H

Ref. No. W H Qty Type

ICPL58 PSPN58, S/PSPN58 1/16 8-1/16 5 4 8d or prongs

PL4 NS2, NSP2 1/16 2 5 -- -- prongs KNS1 NS1, NSP1 1/16 1-1/2 3 -- -- prongs

CodeRef.

100


SteelThickness

Fastener Schedule1

W

H

KNS1

ICPL58

PL4

WH

Typical ICPL58installation

DF-L / SP S-P-F

Ref. No. W H Qty Type 160% 160%

Sill Plate 12 16d HDG + prongs 1355 1160

Double Top Plate 16 16d HDG + prongs 1805 1550

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail penetration shall be 1-5/8˝ for 16d nails.

Allowable Loads1Dimensions Fastener Schedule2

5

CodeRef.

100

USPStock No.

SteelThickness

InstallationType

ICPL516-TZ PSPN516, PSPN516Z, S/PSPN516, S/PSPN516Z

1/16 16-1/4

H

W

ICPL516-TZ

Protection Plates – ICPL series, KNS1, & PL4

Easy-to-install plates protect plumbing andpower/communication wiring from nail or screw penetration.

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.

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Ref. No. W1 W2 L Qty Type Qty Type

RWB96 WB106C 16 1-1/4˝ -- -- 9' 6˝ 15 8' 60° 4 8d 1 8d RWB114 WB126C 16 1-1/4˝ -- -- 11' 4-3/8˝ 12 8' 45° 4 8d 1 8d

RWB143 WB143C 16 1-1/4˝ -- -- 14' 3˝ 10 10' 45° 4 8d 1 8d WBC10 CWB106, RCWB10 18 7/8˝ 1˝ 9' 5-3/4˝ -- -- 8' 60° 2 16d 1 8d

WBC12 CWB126, RCWB12 18 7/8˝ 1˝ 11' 4-3/8˝ -- -- 8' 45° 2 16d 1 8d

WBT10 TWB10 22 1-3/8˝ -- -- 9' 3˝ -- -- 8' 60° 4 8d 1 8d WBT12 TWB12 22 1-3/8˝ -- -- 11' 4˝ -- -- 8' 45° 2 8d 1 8d

WBT14 RCWB14, TWB14 22 1-3/8˝ -- -- 14' 2˝ -- -- 10' 45° 2 8d 1 8d

WB106 WB106 16 1-1/4˝ -- -- 9' 5-1/2˝ -- -- 8' 60° 3 16d 1 8d WB126 WB126 16 1-1/4˝ -- -- 11' 4-1/4˝ -- -- 8' 45° 3 16d 1 8d

1) These products substitute for code prescribed 1 x 4 let-in bracing. 2) Minimum nail penetration shall be 1-5/16˝ for 8d nails and 1-5/8˝ for 16d nails.

USP

Stock No.1Steel

GaugePieces

Per RollWall

Height

Dimensions

Each Plate Each StudInstallAngle

CodeRef.

5, F30, R5

Fastener Schedule2

10,F16, R14

Wall Bracing – RWB, WB, WBC, & WBT series

RWB pre-embossedsnap-off points

W1

L

W2

W1

L

RWB – 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.

Materials: See chartFinish: G90 galvanizingCodes: ESR-1831, ESR-1781, FL822, FL13285,

L.A. City RR 25836, L.A. City RR 25843

Installation:• 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. Lay bracing on the panel flush to the top of top plate and flush to the bottom of the bottom 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 first brace 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 wall section into place and plumb. Finish fastening according to the nail schedule.

Typical RWB, WBinstallation

WB

Typical WBC/WBTinstallation

WBC

W1

9/16˝

L

WBT

Stud shoes reinforce joists, plates, studs, or rafters whichhave been drilled or notched during construction.


Installation:• 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 structural applications.• For use with 2˝ O.D. pipe.

USP2173-111


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Typical STS1installation

Typical SFP30installation

30˝

Dimension

Ref. No. Description W Qty Type

STS1 SS1.5 16 Single Stud 1-9/16 10 10d x 1-1/2

STS2 SS3 16 Double Stud 3-1/16 12 10d STS3 SS4.5 16 Triple Stud 4-9/16 14 10d

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) and 1-1/2˝ long. 2) Minimum nail penetration shall be 1-1/2˝ for 10d nails. 3) Maximum hole size = 2˝.

120

USPStock No.

SteelGauge

Fastener Schedule1,2CodeRef.

W

5˝

2 5/8˝

2 1/2˝

STS

Stud Shoes – STS series

SMP

28 1/16˝

5 5/8˝

4 ˝

SFP30

Ref. No.

SFP30 FPBS44 SMP FPBM44

USPStock No.

CodeRef.

120

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.

SFP30 – For 6´ nominally-sized 4 x 4 fenceposts.

SMP – Available for nominally-sized 4 x 4posts.

Materials: 13 gaugeFinish: PaintPatent: #7,152,841

Installation:• Step-by-step installation instructions are labeledonto each product.

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Fence Post Connectors – SFP & SMP series

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W

H

FC24-TZ

Typical FC24-TZinstallation

HW

FRB24-TZ

Typical ERB24-TZinstallation

WH

Typical FRB24-TZinstallation

ERB24-TZ

1 1/2˝ 1 3/16˝

2 3/8˝

1 9/16˝

FB23-TZ FB14-TZ

Ref. No. Qty Type Qty Type

PRT2-TZ PGT2Z-R 16 1 1/4˝ HDG carriage bolt 4 1/4˝ lag bolt 120

1) WS15 wood screws can be substituted for specified lag bolts.

CodeRef.

USPStock No.

SteelGauge

Pipe Rail

Fastener Schedule1

ERB24 – Designed to mount prefabricated fencesections and works with 2x4 horizontal section rails.

FRB24 – Secures continuous 2x4 rails to woodposts. Prepunched holes allow installers to splice2x4 rail ends within the bracket.


Installation:• Use all specified fasteners. See Product Notes,page 11.

Pipe Rail Tie – PRT2-TZ

Use the PRT2-TZ to quickly connect 2˝ (2 3 ⁄ 8˝ outside diameter) vertical pipe posts to wood fence rails.


Installation:• Fasten with (1) 1⁄4˝ carriage bolt and nut (included) for tightening Pipe Rail Tie to pipe and (4) 1⁄4˝ lag bolts for attaching tie to rail.

2˝

PRT2-TZ

Typical PRT2-TZinstallation

Rail Size Ref. No W H Rail Post

1 x 4 FB14-TZ -- -- 20 3/4 3-1/2 (3) 8d x 3/4 (2) 8d x 1-1/2 2 x 3 FB23-TZ -- -- 20 1-9/16 2-3/8 (3) 8d x 1-1/2 (4) 8d x 1-1/2

ERB24-TZ -- -- 18 1-1/2 3-9/16 (4) 8d (3) 8d

FC24-TZ FB24, FB24Z, FBR24, FBR24Z

20 1-9/16 3-3/8 (5) 6d (3) 8d

FRB24-TZ -- -- 20 1-9/16 3-9/16 (2) 10d x 1-1/2 (4) 10d

1) Minimum nail penetration shall be 1-1/8˝ for 6d nails, 1-5/16˝ for 8d nails, and 1-1/2˝ for 10d nails. 2) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 3) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. New products or updated product information are designated in bold font.

USPStock No.

SteelGauge

Dimensions

CodeRef.

120

Fastener Schedule

2 x 4

USP2173-111

Deck Tie Bracket – DTB-TZ seriesM

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Deck Post Ties – SDJT14 & SDPT series

Typical SDPT7-TZinstallation

Ref. No. Qty Type Qty Dia. 100% 115% 125% 100% 115% 125%

2 x 4 SDPT5-TZ DPT5Z 14 5 10d x 1-1/2 2 3/8 -- -- -- -- -- -- -- -- -- -- -- --

4 x 4 SDPT7-TZ DPT7Z 14 5 10d x 1-1/2 2 3/8 -- -- -- -- -- -- -- -- -- -- -- -- 4 x 4 SDJT14-TZ DJT14Z 14 8 16d 2 3/8 1120 1290 1400 1400 1400 1400 130

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) Nails require a minimum embedment length of 1-5/8˝ for 16d nails. 3) Bolts shall conform to ASTM A 307 or better.


BoltsUSPStock No.

Fastener Schedule

SteelGauge

DF-L / SPNails1,2 Bolts3

CodeRef.

120

PostSize

Nails

SDPT – Connects 2 x 4 stair posts and 4 x 4 posts to deck rim joistor stair stringers.

SDJT14 – Secures 2x joists to posts.


Installation:• 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.

3 1/2˝

1 1/2˝

3 1/2˝

1 1/2˝

1 1/2˝

3 1/2˝

2 3/4˝

3 1/8˝

3 1/8˝

SDJT14-TZ

Typical SDJT14-TZinstallation

SDPT5-TZ

SDPT7-TZ

Deck Tie Brackets reinforce the connection of rail poststo a deck. Also provides lateral strength of deck-to-ledgerattachment by securing deck to house framing.

Materials: 14 gaugeFinish: G-185 galvanizingCodes: ER-0200

Installation:• Use all specified fasteners.• Position DTB-TZ on deck joist in a location where thethreaded rod or bolt may be threaded through the bolthole.• 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 base plus1⁄3 to 1⁄2 additional turns with wrench. To prevent loosening of the anchor nut during critical loading, use alocking nut or tighten a second nut over the first to locknuts in place.

Typical DTB-TZinstallation

Typical DTB-TZ Deck to ledger installation

DTB-TZ

Ref. No. CL Qty100% 160%

∆ (in)

at 160%2100% 160%

DTB-TZ DTT2Z, DTT2Z-SDS2.5, FSC

1/2 1-1/8 8 WS15-GC 1835 1835 0.119 1510 1510 20

1) 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.

CodeRef.

DF-L / SP

Fastener Schedule1

USPStock No.

WoodScrews

Rod / BoltAnchor

Dia.

Allowable Tension (Lbs)

S-P-F

The building codes specify that thedeck to the house attachment must bedesigned to resist lateral loads. The lateral load connection shall be per-mitted to be in accordance with FigureR502.2.2 of the InternationalResidential Building Code. Holdowntension devices shall be provided innot less than two locations per deck,and each device shall have an allowable stress design capacity ofnot less than 1500 lbs.

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Connects 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 tongue-in-groove flooring and is easy to install. Raised dimples on the clip provide consistent spacing between deck boards.


Installation:• 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.

Deck Clip – DC50

Typical DC50-TZ

installation

DC50-TZ

Ref. No. Qty Type

DC50-TZ DBT1Z 20 1 8d x 1-1/2 HDG 120

1) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 2) Use with 1-1/8˝ minimum thickness decking.

USPStock No.

SteelGauge

Fastener Schedule1,2CodeRef.

Anchors 4 x 4 post to wood or concrete surfaces.

Materials: 13 gaugeFinish: Paint

Patents: #7,152,841


Post Size Ref. No. Qty Lag Bolts

4 x 4 BD FPBB44 13 4 1/4" x 1-1/2" HDG 120

USPStock No.

SteelGauge

Fastener Schedule CodeRef.

5 5/8˝

4 ˝

BD

Bolt Down – BD

Typical BDinstallation

USP2173-111

Concealed Stringer Hanger – CSH-TZM

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Typical CSH -TZinstallation

The 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.


Patents: #7,631,463

Installation:• 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

Uplift1 Uplift1

Ref. No. Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

CSH-TZ LSCZ 18 8 10d x 1-1/2 HDG 5 10d x 1-1/2 HDG 890 890 890 390 745 745 745 310 110

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

CodeRef.

Allowable Loads (Lbs.)Fastener Schedule2

USPStock No.

SteelGauge

DF-L / SP S-P-F / Hem FirHeader Joist CSH-TZ

Adjustable

5˝

5˝

1 1/2˝1 1/2˝

Stair Angles – SCA series

Stair 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 & SCA10-GC – Gold CoatCodes: ESR-1280, L.A. City RR 25749, FL11664

Installation:• 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 to grade. 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˝ divided by 6 = 6.5˝)

3. Find the step run by measuring the depth of your treadboard (Ex: (2) 2x6s have a run of 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 stairangle to the inside of each stringer at the marked locations. Attach stringers to deck rim joistand railing posts. Position treadboards on angles and fasten from below.

L1 3/8˝

1 3/8˝

SCA9-TZ

Allowable Download (Lbs.)1

DF-L / SP

Ref. No. L Qty Type 100%

SCA9-TZ TA9Z 6 1/4˝ x 1-1/2" HDG Lag Screws SCA9-GC -- -- 6 WS15-GC

SCA10-TZ TA10Z 12 10 8 1/4˝ x 1-1/2" HDG Lag Screws 450

1) Loads assume rise over run of 7/11. 2) WS15-GC Wood Screws are 1/4˝ x 1-1/2˝ long.

Fastener Schedule2

2,F20,R12

CodeRef.

USPStock No.

SteelGauge

335912

Typical SCA9-TZinstallation

Typical SCA10-TZinstallation

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Wall Ties – WT22

Hoist Plates – T10


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.

Ref. No. Description W L

WT22 BTB Straight Edge - Duplex 22 7/8 6-1/2 120.

CodeRef.

USPStock No.

SteelGauge

Dimensions

WT22

6 1/2˝

7/8˝

Typical T10installation

Ref. No. Qty Type

T10 -- -- 14 10 8d common 800 130

1) Minimum nail penetration shall be 1-5/16˝ for 8d nails.

CodeRef.

Max Load(Lbs.)

USPStock No.

SteelGauge

Minimum Fastener Schedule1

3˝

1 1/2˝

6 15/16˝

5 1/2˝

Engineered with a reinforced collar around thehoist hole for added strength.

Materials: 14 gauge

Installation:• Fill all nail holes that align with wood.

T10

Plastic Post Caps – PCP series

These 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: Gray

Installation:• Fasten cap to post top with (1) 8d HDG or 10d HDG nail.• See Product Notes, page 11.

Typical PCP44installation

Dimension

Ref. No. W Color

4 x 4 PCP44 DPPC4BK 3-5/8 Gray

6 x 6 PCP66 DPPC6BK 5-5/8 Gray

1) Not available in rough or full lumber sizes.

Post /Column Size1

USPStock No.

CodeRef.

120

PCP66

WW

1 ˝ spacebetweenbrick and sheathing

Typical WTinstallation

USP2173-111

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Drywall Clip – DC1

Plywood Clips – PC & RC series

Typical PCinstallation

Provides 1/8˝ gap

Ref. No. With PC Without PC

24 RC38-250 PSCL3/8 18 24 20 3/8 124 PC716 PSCL7/16 20 24 24 7/16 1

32 PC1532 PSCL15/32, PSCA15/32

20 32 28 15/32 1

32 PC12 PSCL1/2 20 32 28 1/2 140 PC1932 PSCL19/32 20 40 32 19/32 2

40 PC58 PSCL5/8 20 40 32 5/8 248 PC34 PSCL3/4 20 48 36 3/4 2

1) Based on code specified allowable spans for panel sheathing continuous over two or more spans with plywood strength axis perpendicular to supports. 2) Applicable to roof sheathing. 3) Applies to panels 24˝ or wider. 4) Uniform load deflection limitations 1/180 of span under live load plus dead load or 1/240 under live load only.

CodeRef.

120

PlywoodThickness (Inches)

PC'sPer Span

Maximum Span1Span

Rating1

USPStock No.

SteelGauge

PC

RC

Steel plywood clips. All models feature embossed dimples to provide 1/8˝ gap.


Typical DC1installation

1 1/2˝1 1/8˝

3/4˝

DC1

Drywall clips or “stops” help support drywall or wood panelingand reduce wood blocking on top plates, end walls, and corners.


Installation:• Use 8d nails to install DC1, 16˝ on-center or less.

Ref. No. Qty Type

DC1 DS 20 1 8d 120

1) Minimum nail penetration shall be 1-5/16˝ for 8d nails.

USPStock No.

SteelGauge

Fastener Schedule1CodeRef.

Insulation Supports – IS series

Simply pushinto place

Typical ISinstallation

Dimensions

Ref. No. Overall Length

IS16 IS16 13 16˝ O. C. 15-1/2˝

IS24 IS24 13 24˝ O. C. 23-1/2˝

USPStock No.

SteelGauge

120

CodeRef.

JoistSpacing

Insulation 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: None

Installation:• 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 the center and push into place.• Wear gloves and safety glasses during installation.

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Ref. No. W L

JNP24 -- -- 18 1-1/2 4

JNP26 -- -- 18 1-1/2 6 JNP46 -- -- 18 3-3/16 6

JNP48 -- -- 18 3-3/16 8 TPP14 MP14 22 13/16 3-1/2

TPP24 MP24 22 1-11/16 3-1/2

TPP36 MP36 22 2-3/4 5-1/4 TPP58 -- -- 22 4-3/16 7-13/16

120


SteelGauge

CodeRef.

Mending Plates – JNP & TPP series

Typical Nail Plate installation

Typical KSCT68installation

The Corner Tie secures three-way wood-to-woodconnections. Handy for building workbenches, utilitytables, or shelving using 2x4 lumber.


Installation:• Use (12) #10 panhead screws to fasten the KSCT68to wood framing.

6˝

2˝

8˝

KSCT68


Installation:• Use nails appropriate for intended use. Holes are sizedfor 8d common or 8d x 11⁄2˝ nails.• The designer shall determine appropriate load values.

NPDimensions

Ref. No. W L

NP15 TP15 20 1-13/16 5 12

NP35 TP35 20 3-1/8 5 22 NP37 TP37 20 3-1/8 7 31

NP39 TP39 20 3-1/8 9 40 NP311 TP311 20 3-1/8 11 49

NP45 TP45 20 4-1/8 5 30

NP47 TP47 20 4-1/8 7 42 NP49 TP49 20 4-1/8 9 54

NP411 TP411 20 4-1/8 11 66 NP57 TP57 20 5-3/4 7 59

USPStock No.

SteelGauge

Number ofNail Holes

120

CodeRef.

Typical Mending PlateinstallationTPP

JNP

TPP – Prong plates with straight prongs.

JNP – Prong plates with angled, hammer-in prongs.


Installation:• These products are not intended for structural use. No load ratingsare assigned. These plates are not intended for use in truss assembly.

Nail Plates – NP series

Corner Tie – KSCT68

Typical JNinstallation

Typical MTHFinstallation

Power Nail Hangers – JN, JN(E), MRT7, & MTHF series

Designed for assembly line installation, these hangers feature a generous flange area to accommodate power nailer maneuvering. Engineered for economical installationand maximum load values.

Materials: 18 or 20 gaugeFinish: G90 galvanizingCodes: ESR-1465, FL817


MTHF25925

2 1/2˝211/16˝

1 1/8˝

9 1/8˝ H

WD

A

JN26EMRT7

1 9/16˝

5 1/4˝

Floor Uplift4

Ref. No. W H D A Qty Type Qty Type 100% 115% 125% 160%

3 "P" nails 3 "P" nails 175 205 220 285

4 "P" nails 4 "P" nails 235 270 295 380

5 "P" nails 5 "P" nails 295 340 370 4706 "P" nails 6 "P" nails 355 405 445 565


10 "P" nails 4 "P" nails 590 680 740 380



10 "P" nails 4 "P" nails 590 680 740 340



20 "P" nails 4 "P" nails 1415 1430 1430 340



16 "P" nails 6 "P" nails 960 1105 1200 575

24 "P" nails 6 "P" nails 1440 1655 1800 575

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, 0.105˝ diameter and 1-3/8˝ long; or a "T" shaped head, 0.097˝ diameter, 1-1/4˝ long and hardened; or a similar but larger fastener. 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 completely through the plane of the metal surface, or otherwise punching through. 3) The quantity of nails installed shall be equally distributed to both sides of the hanger. The nails shall be located at 1˝ spacing in a row, with the vertical rows spaced at 3/8˝; also no less than 5/16˝ from a sheared edge and no less than 5/16˝ from a formed edge. 4) Uplift loads have been increased 60% for wind or seismic load conditions; no further increase shall be permitted.

Header Joist


USPStock No.

SteelGauge


Roof

JN26E

JN28E

20

20

2

2

MRT7 -- --

JN210E

JN26-2

JN28-2

MMLU26

MMLU28

MMLU210

MMLU28-2

20

MMLU26-2 18

18

1-1/4

1-1/4

1-9/16

1-9/16

1-9/16

1-1/4

3-1/16

3-1/16

6-3/4

5-1/4

1-5/8

1-5/8

8-1/4

5-3/8

7-1/8

1-5/8

1-5/8

2

18 -- -- -- --1-9/16 5-1/4

MTHF25925 MMLUI39 20

MMLUI311 20 MTHF25112

2-1/2 1-1/8

2-1/2 1-1/8

2-1/2

2-1/2 11-1/8

9-1/8

CodeRef.

130

11,F12

DF-L / SP

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®Specialty Options & General Notes

USPSeries Width S

kew

ed (M

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Slo

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Seat

(Max

imum

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Slo

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Slo

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Top

Flan

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Top

Fla

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Offs

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Sad

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Han

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Rid

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BPH all 50º 45º • 45º • •123, 127, 129,131, 133-134

GHF all 50º 45º ••

width > 4-1/2˝• 137

1-3/4˝ or less 67-1/2º

> 1-3/4˝ 50º

1-3/4˝ or less 67-1/2º

> 1-3/4˝ 50º

HJC all 60º 169-170

HLBH all 50º 45º • 45º • • 45º • •124, 129-131, 133-

134

HUS all•

width > 2-1/4˝•

88, 90-94, 117,121, 162

HWUH all 45º 45º • • • • 106-107

KEG all 45º 45º • 138 KGB all • • 139

KGH all 45º • 34

KGLS all 50º 45º • 30º • • • • 143 KGLST all • • • 143

KGLT all 50º 45º • 45º • • • • 140

KHGB all • • 139 KHGLS all 50º 45º 30º • • • • 143

KHGLST all • • • 143 KHGLT all 50º 45º • 45º • • • • 140

KHHB all • • 139

KHW all 84º 45º • 35º • • 45º • 97, 100

KLEG all 45º 45º • • 138 KMEG all 45º 45º • • 138

LSSH all 45º 45º • • 136

MPH1 all 60º 45º • •108-109,125-134

NFM all 45º • 110

PHM all 84º 45º • 35º • • 45º • 125-134

PHXU1 all 60º 45º • 35º • • • •125-127, 129-131,

133-134

SKH all 45º • 102-103 SKHH all 45º • 102-103

1-3/4˝ or less 67-1/2º> 1-3/4˝ 50º

SW1 all 84º 45º • 35º • • 45º • 97-99

SWH1 all 84º 45º • 35º • • 45º • 97-100

THDH all 45º 45º • • 118, 121-122, 161

1-3/4˝ or less 67-1/2º

> 1-3/4˝ 50º

1) Skews greater than 45° will have square (butt) cut joist with back plate. Refer to Typical PHXU hanger skewed, left shown, Type B illustration on page 196.

116,119-120

89-95, 116, 120-122

96, 98-100

87, 90-95

118,121-122,

160 THD all

THF

45º 45º •

45º •

•

•width > 2-1/4˝

•one flangewidth > 3˝

•

•

•

45º

45º

SUH 45º

HD1

HDO

••

width > 2-1/4˝•

••

width > 3-1/8˝•

The information listed only applies tohangers manufactured by USPStructural Connectors® and installedaccording to the instructions listed inthis catalog. Some of the options listed may not have been evaluatedon a single hanger. The designermust always evaluate each connection, including the joist andheader capacities, before specifyinga specialty connector. USP slopedhangers are manufactured with theplumb cut of the joist already calculated. If a hanger with a different 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-dip galvanized, 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 their numerous variations.

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Slope angle

Skew angle

Typical HD hangersloped seat,down shown

Typical HD hangersloped down,

skewed left shown

Plumbheight

Specifyangle

Joistheight

Specify angle

Typical SUH formedhanger skewed,

right shownType B

Typical HD hangerinverted flange

Typical GHF hangerone flange inverted,

left shown

H

2 1/8˝

Specify angle

Typical SUH hangerskewed, right shown

Type A(bevel cut required)

Face Mount Hanger Specialty Details

See the Specialty Options Chart for each hanger series for load reductions and hanger maximum range of skew, slope, etc.

Skewed Hanger:• Consider SKH or SKHH hangers for 45° skews.• Joist nails may be located on obtuse side to ensure proper

nailing.• Specify skew angle, type (A or B), and direction when

ordering.

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/slope

directions and skew type (A or B) when ordering.

Inverted Flange Hanger:• For skewed-only hangers, the flange on the cut side can be

inverted at 100% of the table load. Consult USP for skew limitations.

• When nailing into the carrying member’s end grain, the allowable load is 0.65 of the table load.

• Hangers with one flange inverted achieve 100% of listed table load.

• Specify right or left flange when inverting only one flange.

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Slopeangle

Specifyangle

Joist skewright shown

Specify angle

Specify angle

Open Top Flange Hanger Specialty Details

Skew angle

Slope angle

Specify angle

high side flush

low side flushcenter flush

Typical BPH hangerskewed right,

sloped down, topflange sloped

Specify angle

Typical BPH hangerskewed, left shown


Specify angle

Typical PHXU hangerskewed, left shown

Type B

Typical PHXU hangerskewed, left shown


Plumbheight

Specifyangle

Joistheight

Typical BPH hangersloped seat,down shown

Typical BPH hangersloped down,

skewed right, lowside flush shown

Typical HLBH hangersloped top flange

right shown

Typical BPH hangerskewed, right shown

Type B

See Specialty Options Chart for each hanger series for load reductions and hanger maximum range of skew, slope, etc.

Skewed Hanger:• Joist nails may be located on obtuse side to ensure proper

nailing.• 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.


directions, and skew type (A or B) when ordering.• Specify if hanger is to be high side flush, low side flush, or

center flush.

See 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

proper nailing.• 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.


directions, and skew type (A or B) when ordering.• Similar to face mount skewed/sloped hanger, refer to

illustration on page 195: Typical HD hanger sloped down, 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 as

well as skew/slope and top flange slope directions when ordering.

• Skewed/sloped/top flange sloped hangers can be made galvanized or painted.


Solid Top Flange Hanger Specialty Details

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®Solid Top Flange Hanger Specialty Details continued

Skew angle

Slope angle

Plumbheight

Specifyangle

Joist Height

Specifyangle

W2SA

H2

W1

H1

Specify angle

Slope angle

Joist skewright shown

Typical HLBH hangersloped seat, down

shown

Typical HLBH hangersloped down, skewed

right, low sideflush shown

Typical HLBH hangerridge, top

flange slope

Typical PHXU hangersaddle option

Typical HLBH hangerskewed right, sloped

down, top flange sloped

Typical HLBH hangertop flange offset,

right shown

Specify angle

high side flush

low side flushcenter flush

Typical HLBH hangersloped top flange,

right shown

Sloped 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 side

flush, or center flush.

Ridge Hanger:• Specify flush top of beam at center, right side, or

left 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. Allow

clearance for saddled member.

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Typical Top Flangewelded installation

Continuous weld alongback of top flange

Typical Top Anglewelded installation

Typicalsee chart

SW 3˝

BPH, PHM, SWH 4˝

KHW, PHXU 6˝

HLBH, KHGLT 10˝

Weld shall be distributed evenly.

KGB, KHGB, KHHB, KGLS, KGLST, KGLT, KHGLS, KHGLST

8˝

USPWelded Hanger Series

WeldLength

10 gauge or lighter 1/8˝

7 gauge 3/16˝

3 gauge 1/4˝

Top AngleSteel Gauge

WeldSize

• Weld sizes and lengths shown on chart.• Weld-on applications produce maximum allowableload listed. Uplift loads do not apply to this application.

Top Angle Weld Length chart

Part Number System

THO35925-2THO 35 925

Lettersrefer toHangerSeries

ex.: THO

First (2) Digitsrefer to

Member Widthex.: 3.5 inches

Last (2) or (3) Digitsrefer to

Member Heightex.: 9.25 inches

Part Number Guide for Decimals

1 = .125 or 1/8 inch2 or 25 = .25 or 1/4 inch

3 = .3125 or 5/16 inch5 = .5 or 1/2 inch6 = .625 or 5/8 inch7 = .75 or 3/4 inch8 = .875 or 7/8 inch

Some 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.

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.

-2Digits after

Dashrefer to

Number of Plysex.: 2 ply

TFL 23118

1st, 3rd, and sometimes 4th digits are

whole numbers

(This example denotes 2 and 11)4th digit may be part of a decimal –

ex.: THO16925

2nd and 5th digits are decimals

(see guide below)

(This example denotes .3125[5/16] and .875 [7/8])5th digit may be (0) or dropped if

height is even

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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)

GoldCoat(GC)

AB1212-HDG X WAS46 X RT7 X X AB126-HDG X WAS66 X RT7A X X

AB128-HDG X WE44 X RT8A X X AB5812-HDG X WE46 X

BP12 X WE66 X A3 X

BP583 X AC5 X HBPS12 X C44 X X AC7 X X

LBP12-TZ X C46 X AC9 X LBP58-TZ X C66 X ANJ44S-HDG X

LBPS12-TZ X KCCQ325-4 X JA1 X

LBPS58-TZ X KCCQ325-6 X KHL35 X N8-GC X KCCQ44 X KHL43 X

N10-GC X KCCQ46 X MP34 X X N10C-GC X KCCQ525-4 X MP4F X

N16C-GC X KCCQ525-6 X MP5 X

NA11 X KCCQ64 X MP7 X X X NA9D X KCCQ66 X MP9 X X

NA16D X KECCQ325-4 X MPA1 X X X

THR125-HDG X KECCQ325-6 X THR126-HDG X KECCQ44 X RSPT6 X

THR128-HDG X KECCQ46 X RSPT6-2 X THR5816-HDG X KECCQ525-6 X SPT4 X

WS15-GC X KECCQ64 X SPT6 X

KECCQ66 X SPT22 X FA3 X PB44-6TZ X X SPT24 X

PA18 X PB66-6TZ X X SPTH4 X PA28 X PBC44-TZ X SPTH6 X

ST1-TZ X PBC66-TZ X

ST2-TZ X PBES44 X X KHST2 X STB34 X PBES66 X X KHST3 X

STBL24 X PBS44 X X KRPS22 X TA51 X PBS66 X X L6 X

TA71 X PCM4416 X MSTA9 X

TDL5 X PCM4616 X MSTA12 X X TDX2-TZ X PCM6616 X MSTA15 X

MSTA18 X X HTA20 X HUS28-2IF X MSTA21 X

HUS210-2IF X MSTA24 X X

LJC-TZ X JL24IF-TZ X MSTA30 X LJQ15-TZ X JL26IF-TZ X MSTA36 X X

LJQ17-TZ X JL28IF-TZ X PS218-HDG X LJQ20-TZ X JL210IF-TZ X PS418-HDG X

LJQ23-TZ X JUS24 X X X PS720-HDG X

LJQ25-TZ X JUS26 X X X RS150 X LJQ35-TZ X JUS28 X X X T6 X

JUS210 X X X CBSQ44-TZ X JUS26-2 X X X LTW12 X

CBSQ46-TZ X JUS28-2 X LTW18 X

CBSQ66-TZ X JUS210-2 X X X MTW12 X D44-TZ X JUS28-3 X MTW16 X

D46 X JUS210-3 X MTW20 X X D66 X JUS44 X

EBG44-TZ X JUS46 X CSH-TZ X

EPB4408 X LSSH15-TZ X X DC50-TZ X EPB4608 X LSSH210 X DTB-TZ X

EPB6608 X SKH26L X X X ERB24-TZ X KCBQ44 X SKH26R X X X FB14-TZ X

KCBQ46 X SKH28L X FB23-TZ X

KCBQ66 X SKH28R X FC24-TZ X KCBQ88 X SKH210L X X X FRB24-TZ X

PA44E X X SKH210R X X X ICPL58 X PA44-TZ X ICPL516-TZ X

PA46E X X HHCP2 X PRT2-TZ X

PA46-TZ X LFTA6 X SCA10-TZ X PA66E X X RT10 X X SCA9-GC X PA66-TZ X RT15 X X SCA9-TZ X PAU44 X X RT16-2 X X SDJT14-TZ X PAU46 X X RT16A X X SDPT5-TZ X

PAU66 X X RT3A X X SDPT7-TZ X PAU88 X X RT4 X X

WAS44 X RT5 X X

Fasteners / Anchors

Twist Straps

Miscellaneous

Hurricane / Seismic Anchors

Framing Plates & Angles

Stud Plate Ties

Straps

Column / Post Bases Hurricane / Seismic Anchors

Column / Post Caps

Joist Hangers

Holdowns / Foundation Anchors

Embedded Truss Anchors

Lateral Joist Connectors

Column / Post Bases

Corrosion Resistant Products

USP HAS PARTNERED WITH STRUCTURAL SOFT TO PROVIDE THEINDUSTRY WITH THE BEST DESIGN SOFTWARE POSSIBLE!

USPPROFESSIONALDESIGNMANUALandPRODUCTCATALOG

56

thEditio

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©2011 United Steel Products Company

USP 2173-111

USP MANUFACTURING& WAREHOUSE FACILITIES

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USP PROFESSIONAL DESIGN MANUALand PRODUCT CATALOG

56th Edition

concrete& masonry

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rollstrapping

rafter tiedowns& plated truss

connectors

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goldcoatconnector

series

hangers,angles

& straps

connect withconfidence

new PHDAholdown

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A SUBSIDIARY OF MITEK INDUSTRIES, A BERKSHIRE HATHAWAY COMPANYA SUBSIDIARY OF MITEK INDUSTRIES, A BERKSHIRE HATHAWAY COMPANY

[email protected]

CCUUSSTTOOMMEERR SSEERRVVIICCEE//TTEECCHHNNIICCAALL AASSSSIISSTTAANNCCEE:: Phone: 1-800-328-5934

Fax: 1-952-898-8605

CORPORATE OFFICE14305 Southcross Drive - Suite 200

Burnsville, Minnesota 55306

Phone: 1-800-328-5934/1-952-898-8772

MANUFACTURING/WAREHOUSESMontgomery, Minnesota

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Lumberton, New Jersey

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