Upload
arquitrol
View
1.392
Download
2
Embed Size (px)
Citation preview
USPPRODUCT CATALOG55th Edition
concrete& masonry
connectors
caps& bases
rafter tiedowns& plated truss
connectors
epoxies &mechanical
anchors
holdownshangers,angles
& straps
Connect withConfidence
91-800-328-5934 • www.USPconnectors.com2
USP Index
A3 Angle Clip . . . . . . . . . . . . . . . .65-66AB Anchor Bolts . . . . . . . . . . . . . . . .27ABS12 Anchor Bolt Stabber . . . . . . .25AC Angle Clips . . . . . . . . . . . . . .65-66ACR Adhesive (CIA-EA) . . . . . . . . . .23Alternate Installations . . . . . . . . .186ANJ44S Heavy Angles . . . . . . . . . . .70B Bolts . . . . . . . . . . . . . . . . . . . . . . .20B Corner Braces . . . . . . . . . . . . . . . .71BC Post Cap . . . . . . . . . . . . . . . . . . .54BD Bolt Down . . . . . . . . . . . . . . . . .194BL Corner Braces . . . . . . . . . . . . . . .71BN Breakfast Nook Hangers . . . . .175BP Bearing Plates . . . . . . . . . . . . . .20BPH Beam & Purlin Hangers . . . .125,
129-139BRN Bridging . . . . . . . . . . . . . .188-189C Post Caps . . . . . . . . . . . . . . . . . . .54CBE Column Bases . . . . . . . . . . . . .52CBS Column Bases . . . . . . . . . . . . .51CBSQ Column Bases . . . . . . . . . . . .50CH Gazebo Hub Plates . . . . . . . . .196CLPBF Butterfly Hanger . . . . . . . . .168CMST Coiled Strapping . . . . . . . . . .73CMSTC16 Coiled Strapping . . . . . . .73Corrosion Resistant Products . . .206CPB Composite Post Bases . . . . . . .55CSH Concealed Stringer Hanger . .195D Post Anchors . . . . . . . . . . . . . . . . .50DC1 Drywall Clip . . . . . . . . . . . . . .198DC50 Deck Clip . . . . . . . . . . . . . . .194DSC4 Drag Strut Connector . . . . . .185DTB-TZ Deck Tie Bracket . . . . . . .193DTC Truss Anchor . . . . . . . . . . . . .153DUC Ductile Undercut Anchors . . . .22EBG44 Elevated Post Base . . . . . . .49EPB Elevated Post Bases . . . . . . . .49EPCM End Post Caps . . . . . . . . . . .53ERB24 Fence Bracket . . . . . . . . . .192EWP Hanger Selector Guide . . . .113EWP Installation . . . . . . . . . . .116-117FA3 Foundation Anchors . . . . . . .28-29FB Fence Brackets . . . . . . . . . . . . .192FC Fence Bracket . . . . . . . . . . . . . .192FH Formed Seat Hangers . . . . . . .106FHD Formed Seat Hangers . . . . . .106FRB Fence Brackets . . . . . . . . . . .192FS Truss Field Splice Kits . . . . . . .183FSS Truss Field Splice Kits . . . . . .183FT Concrete Form Ties . . . . . . . . . . .27FTC Floor Truss Clips . . . . . . . . . . .180G Bridging . . . . . . . . . . . . . . . .188-189
GEL Adhesive (CIA-GEL 7000) . . . .24GHF Glulam Face Mount Hangers .142GT Girder Truss Hangers . . . .177-178GTD Girder Truss Hangers . . .177-178GTS Girder Truss Hangers . . .177-178GTU Girder Truss Hangers . . . . . . .179GTWS Girder Truss Hangers . . . . .179Hanger Selector Guide . . . . . . . . . .85HBPS Bearing Plates . . . . . . . . . . . .20HC520 Hurricane/Seismic Anchor . . . .
161,163HCPRS Hurricane/Seismic Anchors . . .. . . . . . . . . . . . . . . . . . . . . . . . .161, 163HD Face Mount Hangers . . . . . .90-96,
118, 122-124HDO Top Mount Hangers .98, 100-102HDQ Inverted Flange Hangers . . . .90,
92-96, 119, 123-124HGA Hurricane Gusset Angles . . . .160HH Header Hangers . . . . . . . . . . . . . 68HHC Hip/Hip Connectors . . . .175-176HHCP2 Hurricane/Seismic Anchor . . . .. . . . . . . . . . . . . . . . . . . . . . . . .161, 163HJC Hip/Jack Connectors . . . .175-176HJHC Hip/Jack Connectors . .175-176HL Light Gauge Purlin Hangers 99-100HLBH Beam Hangers . . .126, 131-139HLPTA75 Truss Anchor . . . . . . . . .151HPA Purlin Anchors . . . . . . . . . . .43-44HPAHD Foundation Straps . . . . .39-40HTA Truss Anchors . . . . . . . . . . . . .152HTHJ Hip/Jack Connectors . . .175-176HTT Tension Ties . . . . . . . . . . . .34-35HTT14S Holdown . . . . . . . . . . . . . . .45HTW Twist Straps . . . . . . . . . . . .79-80HTWM Twist Straps . . . . . . . . . . . . .82HUGT Girder Tiedowns . . . . . . . . .159HUS Slant Nail Hangers . . . .89, 91-95,
119, 123, 168HWUH Top Flange Hangers . .108-109ICPL Protection Plates . . . . . . . . . .189IS Insulation Supports . . . . . . . . . .198J Ornamental Hangers . . . . . . . . . . .97JA Joist Angles . . . . . . . . . . . . . .65-66JDS Purlin Hangers . . . . . . . . . . . .107JH Multi-Purpose Joist Hangers . . .103JL Standard Joist Hangers . .88, 91-92JLIF-TZ Inverted Flange Hangers . .88,
91-92JN Power Nail Hangers . . . . . . . . .200JN(E) Power Nail Hangers . . . . . . .200JPF Purlin Hangers . . . . . . . . . . . .107
JUS Slant Nail Joist Hangers .89, 91-95KAG Angle Gussets . . . . . . . . . . . . .71KB Beam & Purlin Hangers . . . . . . .97,
100-102KCB Column Bases . . . . . . . . . . . . .52KCBQ Column Bases . . . . . . . . . . . .51KCC Column Caps . . . . . . . . . . .57-58KCCC Column Caps . . . . . . . . . .57-58KCCO Column Caps . . . . . . . . . .57-58KCCOB Column Caps . . . . . . . .57-58KCCQ Column Caps . . . . . . . . . . . .56KCCT Column Caps . . . . . . . . . .57-58KECC End Column Caps . . . . . .57-58KECCL End Column Caps . . . . .57-58KECCO End Column Caps . . . . .57-58KECCQ End Column Caps . . . . . . .56KEG Glulam Beam Hangers . . . . .143KF Panel Hangers . . . . . . . . . . . . .106KFHA Strap Ties . . . . . . . . . . . . .74-76KFTA Floor Tie Straps . . . . . . . . . . .79KGB Glulam Hangers . . . . . . . . . . .144KGH Floor Girder Hangers . . . . . . . .31KGLB Laminated Beam Seats . . . . .30KGLBT Laminated Beam Seats . . . .30KGLS Glulam Saddle Hangers . . .148KGLST Glulam Saddle Hangers . .148KGLT Glulam Beam Hangers . . . . .145KHB Beam & Purlin Hangers . .97, 101KHC Hinge Connectors . . . . . .146-147KHCCT Hinge Connectors . . .146-147KHCST/KHCSTR Seismic Straps . . . .
146-147KHCT Hinge Connectors . . . . .146-147KHGB Glulam Hangers . . . . . . . . .144KHGLB Laminated Beam Seats . . .30KHGLS Glulam Saddle Hangers . .148KHGLST Glulam Saddle Hangers .148KHGLT Glulam Beam Hangers . . .145KHHB Beam & Purlin Hangers . . . .97,
101-102KHHB Glulam Hangers . . . . . . . . .144KHL Heavy Angles . . . . . . . . . . . . . .70KHSA Connector Straps . . . . . . .82-83KHST Strap Ties . . . . . . . . . . . . . . . .77KHW Top Flange Hangers .99, 101-102KLB Beam & Purlin Hangers . .97, 100KLCC Lally Column Caps . . . . . .55-56KLEG Glulam Beam Hangers . . . .143KLFTA Floor Tie Strap . . . . . . . . . . .79KMEG Glulam Beam Hangers . . . .143KNS1 Protection Plate . . . . . . . . . .189
New Products
©Copyright2007
USPStructuralConnectors®
USP2141-091
USP Index continued
1-800-328-5934 • www.USPconnectors.com 3
Reference Number Index on next page
KRPS Strap Ties . . . . . . . . . . . . . . .77KSA Connector Straps . . . . . . . .82-83KSCT68 Corner Tie . . . . . . . . . . . .199KST Strap Ties . . . . . . . . . . . . . .74-76KSTI Strap Ties . . . . . . . . . . . . . .74-76KTS Twist Straps . . . . . . . . . . . . .79-80KVB Knee Braces . . . . . . . . . . . . . .83KVBI Knee Braces . . . . . . . . . . . . . .83L Straps . . . . . . . . . . . . . . . . . . . . . .72LBH Beam Hangers . . . .126, 131-139LBP Bearing Plates . . . . . . . . . . . . .20LBPS Bearing Plates . . . . . . . . . . . .20LDSC4 Drag Strut Connector . . . . .185LFTA6 Twist Strap . . . . . . . . . . . .79-80LH Straps . . . . . . . . . . . . . . . . . . . . . 72LJC-TZ Lateral Joist Connector . . . .69LJQ-TZ Lateral Joist Connectors . . .69LPTA Embedded Truss Anchors . .150LS Light Slope Hangers . . . . . . . . .103LSSH Slope/Skew Hangers . . . . . .141LSTA Strap Ties . . . . . . . . . . . . .74-76LSTAD Foundation Straps . . . . .41-42LSTI Strap Ties . . . . . . . . . . . . . . 74-76LTS Tension Ties . . . . . . . . . . . . .34-35LTS20B Holdown . . . . . . . . . . . . . . .45LTTI31 Tension Tie . . . . . . . . . . .34-35LTW Twist Straps . . . . . . . . . . . .79-80LUGT Girder Tiedowns . . . . . . 157-158MB16 Bridging . . . . . . . . . . . . . 188-189MBG Bridging . . . . . . . . . . . . .188-189MP Framing Angles . . . . . . . . . . .65-66MP_F Multi-Lateral Plate Ties . . .62-63MP34 Framing Angle . . . . . . . . . .62-63MPA1 Framing Angles . . . . . . . . .62-63MPH Masonry Hangers . . . . . .110-111,
127-139MRT7 Power Nail Hanger . . . . . . . .200MSH Strap Hangers . . . . . . . .169-172MSH213L/R Skewed Truss Hanger 172MSSH217 Skewed Hanger . . . . . . .173MSTA Strap Ties . . . . . . . . . . . . .74-76MSTAM Masonry Straps . . . . . . . . .81MSTC Strap Ties . . . . . . . . . . . . .74-76MSTC66B3 Pre-Bent Strap . . . . . . .78MSTCM Masonry Straps . . . . . . . . . 81MTHF Power Nail Hangers . . . . . . .200MTW Twist Straps . . . . . . . . . . . .79-80MUGT15 Girder Tiedown . . . . . . . .158N Bridging . . . . . . . . . . . . . . . . . . . .187N Nails . . . . . . . . . . . . . . . . . . . . .14-15NFM Masonry Hangers . . . . . . . . . .112NOP Moisture Barrier Plates . . . . .150NP Mending Plates . . . . . . . . . . . . .199NPA Mending Plates . . . . . . . . . . .199O Bridging . . . . . . . . . . . . . . . . . . . .187Ornamental series . . . . . . . . . . . . .72
PA Post Anchors . . . . . . . . . . . . . . . .47PA Purlin Anchors . . . . . . . . . . . .43-44PA(E) Post Anchors . . . . . . . . . . . . .47PAHD42 Foundation Strap . . . . .39-40PAI Purlin Anchors . . . . . . . . . . .43-44PAT Purlin Anchors . . . . . . . . . . .43-44PATM25 Purlin Anchor . . . . . . . .43-44PAU Post Anchors . . . . . . . . . . . . . .47PB Post Caps . . . . . . . . . . . . . . . . . .54PBC Post Beam Corner . . . . . . . . . .55PBES Post Caps . . . . . . . . . . . . . . .54PBS Post Caps . . . . . . . . . . . . . . . . .54PC Plywood Clips . . . . . . . . . . . . . .198PCM Post Caps . . . . . . . . . . . . . . . . .53PCP Plastic Post Caps . . . . . . . . . .196PH Top Flange Hangers . .127-130, 133PHD Predeflected Holdowns . . . . . .33PHG Panel Hangers . . . . . . . . . . . .106PHI I-Joist Top Flange Hangers . . . . . .
127-131, 133-135PHM Top Flange Hangers . . . .127-139PHX Top Flange Hangers . . . .127-128,
131-139PHXU Top Flange Hangers . .127-129,
131-139PL4 Protection Plate . . . . . . . . . . . .189PRPL Mending Plates . . . . . . . . . .199PRT2 Pipe Rail Tie . . . . . . . . . . . . .192PS Strap Ties . . . . . . . . . . . . . . . . . .77PWFS24 Wood Foundation Strap . .84RBC Roof Boundary Clip . . . . . . . . .64RFUS Uplift Girder Tie . . . . . . . . . .157RP6 Retro Plate . . . . . . . . . . . . . . . .31RS Coiled Strapping . . . . . . . . . . . . .73RSPT Stud Plate Ties . . . . . . . . . . . .67RT Hurricane/Seismic Anchors .161-163RT16M Hurricane Retrofit Connector . . . . . . . . . . . . . . . . . . . . . . . . . . .160-161
RUSC Strap Connector . . . . . . . . .155RWB Wall Bracing . . . . . . . . . .190-191S Wall Bracing . . . . . . . . . . . . . 190-191S01 Holdown Framing Anchor . . . . .68SBP Bearing Plates . . . . . . . . . . . .181SCA Stair Angles . . . . . . . . . . . . . .195SDJT14 Deck Post Tie . . . . . . . . . .193SDPT Deck Post Ties . . . . . . . . . . .193SFA Foundation Anchors . . . . . . . . .29SFC Framing Clips . . . . . . . . . . . . . .68SFJA Foundation Anchor . . . . . . . . .29SFP Fence Post Connectors . . . . .191SGP Strap Truss Tiedowns . . . . . .154SHA Masonry Uplift Connectors . . .159SKH Skewed 45° Hangers . . .104-105SKHH Skewed 45° Hangers . .104-105SMP Fence Post Connectors . . . . .191SNP3 Skewed Nail Plate . . . . . . . .174
Specialty Options . . . . . . . . .201-205Specification Tools . . . . . . . . . . . .209SPT Stud Plate Ties . . . . . . . . . . . . .67SPTH Stud Plate Ties . . . . . . . . . . . .67ST Foundation Anchors . . . . . . . .28-29ST Strap Ties . . . . . . . . . . . . . . . .74-76ST24H Truss Brace & Spacer . . . .184STAD Foundation Straps . . . . . .41-42STB Anchor Bolts . . . . . . . . . . . .25-26STBL Anchor Bolts . . . . . . . . . . .25-26STC Scissor Truss Clips . . . . . . . . .180STS Stud Shoes . . . . . . . . . . . . . . .191SUH Joist Hangers . . . . . . . .88, 91-96SW Top Flange Hangers . . . . . .99-101SWH Top Flange Hangers 99, 100-102T Hoist Plates . . . . . . . . . . . . . . . . .197T Straps . . . . . . . . . . . . . . . . . . . . . .72TA Foundation Straps . . . . . . . . .42-43TD Holdowns . . . . . . . . . . . . . . . .36-37TDL Concrete Angles . . . . . . . . . . . .45TDS Holdowns . . . . . . . . . . . . . . . . .45TDX Holdowns . . . . . . . . . . . . . . .36-37TFI Top Mount Hangers .125, 130-131,
134-135TFL Top Mount Hangers .125, 130-131TH Straps . . . . . . . . . . . . . . . . . . . . .72THD Face Mount Truss Hangers . .120,
123-124, 166THDH Face Mount Hangers . . . . .120,
123-124, 167THF Face Mount Hangers .118,121-122THO Top Mount Hangers .125, 129-138THR Threaded Rods . . . . . . . . . . . .25TMP Rafter-To-Plate Connectors . .140TMPH Rafter-To-Plate Connectors .140TPP Mending Plates . . . . . . . . . . . .199TR Roof Truss Ties . . . . . . . . . . . . .182TS Truss Spacer . . . . . . . . . . . . . . .185TSX Truss Spacers . . . . . . . . . . . . .185UGTS Uplift Girder Ties . . . . . .155-156UMH Universal Masonry Hangers .111UPHD Holdowns . . . . . . . . . . . . . . . .38USC Uplift Girder Ties . . . . . . .155-156WAS Wet Post Anchors . . . . . . . . . .48WB Wall Bracing . . . . . . . . . . .190-191WBC Wall Bracing . . . . . . . . . .190-191WBT Wall Bracing . . . . . . . . . .190-191WE Wet Post Anchors . . . . . . . . . . .48WG Concrete Form Wedge . . . . . . .27WS Wood Screw Applications . . .17-19WS Wood Screws . . . . . . . . . . . . . . .16WT22 Wall Ties . . . . . . . . . . . . . . . .197WUSC Uplift Girder Ties . . . . . . . . .156ZC Blocking Supports . . . . . . . . . . .182
New Products
Reference Number Index
1-800-328-5934 • www.USPconnectors.com4
©C
op
yrigh
t2009
US
PS
tructu
ralCo
nn
ectors
®
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 1Angle . . . . . . . . . . . . . . . . .45, 65-66, 71A34, A35 Anchor . . . . . . . . . . . . . . . . . . . .63AB Post Base . . . . . . . . . . . . . . . . . . . . . .47ABE Post Base . . . . . . . . . . . . . . . . . . . . .47ABU Post Base . . . . . . . . . . . . . . . . . . . . .47AC Post Cap . . . . . . . . . . . . . . . . . . . . . .54ACE Post Cap . . . . . . . . . . . . . . . . . . . . .54B Hanger . . . . .100-102, 130, 133-134, 139BC Base . . . . . . . . . . . . . . . . . . . . . . . . . .50BC Cap . . . . . . . . . . . . . . . . . . . . . . . . . . .54BP Bearing Plate . . . . . . . . . . . . . . . . . . . .20BT Brick Tie . . . . . . . . . . . . . . . . . . . . . . .197CB Column Base . . . . . . . . . . . . . . . . . . . .52CBQ Column Base . . . . . . . . . . . . . . . . . .51CBS Column Base . . . . . . . . . . . . . . . . . .51CBSQ Column Base . . . . . . . . . . . . . . . .50CC Column Cap . . . . . . . . . . . . . . . . . . . .57CCQ Column Cap . . . . . . . . . . . . . . . . . .56CMST Strap . . . . . . . . . . . . . . . . . . . . . . .73CMSTC Coiled Strap . . . . . . . . . . . . . . . .73CPS Composite Standoff . . . . . . . . . . . . .55CS Strap . . . . . . . . . . . . . . . . . . . . . . . . . .73CWB Wall Bracing . . . . . . . . . . . . . . . . .191DBTZ Deck Tie . . . . . . . . . . . . . . . . . . . .194DJT Deck Tie . . . . . . . . . . . . . . . . . . . . .193DPT Deck Tie . . . . . . . . . . . . . . . . . . . . .193DS Drywall Stop . . . . . . . . . . . . . . . . . . .198DSC Drag Strut Connector . . . . . . . . . . .185DSP Double Stud Plate . . . . . . . . . . . . . .67DTC Roof Truss Clip . . . . . . . . . . . . . . .182DTT2Z Deck Tension Tie . . . . . . . . . . . .193ECC Column Cap . . . . . . . . . . . . . . . . . . .57ECCQ Column Cap . . . . . . . . . . . . . . . . .56EG Hanger . . . . . . . . . . . . . . . . . . . . . . .143EPB Post Base . . . . . . . . . . . . . . . . . . . . .49EPC Post Cap . . . . . . . . . . . . . . . . . . . . .53F Hanger . . . . . . . . . . . . . . . . . . . . . . . .106FB Fence Bracket . . . . . . . . . . . . . . . . .192FC Framing Clip . . . . . . . . . . . . . . . . . . . .68FJA Anchor . . . . . . . . . . . . . . . . . . . . . . .29FPBB44 E-Z Base . . . . . . . . . . . . . . . . .194FPBM44 E-Z Mender . . . . . . . . . . . . . . .191FPBS44 E-Z Spike . . . . . . . . . . . . . . . . .191FTA Floor Tie Anchor . . . . . . . . . . . . . . . .79GB Hanger . . . . . . . . . . . . . . . . . . . . . . .144GBC Gable Bracing . . . . . . . . . . . . . . . .163GH Hanger . . . . . . . . . . . . . . . . . . . . . . . .31GLB Beam Seat . . . . . . . . . . . . . . . . . . . .30GLBT Beam Seat . . . . . . . . . . . . . . . . . . .30GLS Hanger . . . . . . . . . . . . . . . . . . . . . .148GLT Hanger . . . . . . . . . . . . . . . . . . . . . .145GLTV Hanger . . . . . . . . . .132-134, 137-139H Hurricane Ties . . . . . . . . . . . . . . . .80,163HCA Hinge Connector . . . . . . . . . . . . . .146HCP Hip Corner Plate . . . . . . . . . . . . . .163HCST Strap . . . . . . . . . . . . . . . . . . . . . .147HD Holdown . . . . . . . . . . . . . . . . . . . . . . .37HDA Holdown . . . . . . . . . . . . . . . . . . . . . .37HDU Holdown . . . . . . . . . . . . . . . . . . . . . .33
HETA Truss Anchor . . . . . . . . . . . . . . . .152HETAL Truss Anchor . . . . . . . . . . . . . . .153HFN Hanger . . . . . . . . . . . . . . . . . . . . . .106HGA Gusset Angle . . . . . . . . . . . . . . . . .160HGAM Gusset Angle . . . . . . . . . . . . . . .160HGB Hanger . . . . . . . . . . . . . . . . . . . . . .144HGLB Beam Seat . . . . . . . . . . . . . . . . . .30HGLS Hanger . . . . . . . . . . . . . . . . . . . . .148HGLT Hanger . . . . . . . . . . . . . . . . . . . . .145HGLTV Hanger . . . . . . . . 132-134, 137-139HGT Girder Tiedown . . . . . . . . . . . . . . .159HGUS Hanger . . . . . . . . . . . . .123-124, 167HH Hanger . . . . . . . . . . . . . . . . . . . . . . . .68HHB Hanger . . . . . . . . . . . . . .101-102, 144HHDQ Holdown . . . . . . . . . . . . . . . . . . . .38HHUS Hanger . . . . . . . . . . . . .123-124, 166HIT Hanger . . . . . . . . . . . . . . . . . . .131, 135HL Angle . . . . . . . . . . . . . . . . . . . . . . . . . .70HL Tie . . . . . . . . . . . . . . . . . . . . . . . . . . . .70HPA Purlin Anchor . . . . . . . . . . . . . . . . . .44HPAHD Holdown . . . . . . . . . . . . . . . . . . .40HS Hurricane Tie . . . . . . . . . . . . . . . . . .163HSA Strap . . . . . . . . . . . . . . . . . . . . . . . .83HST Strap . . . . . . . . . . . . . . . . . . . . . . . . .77HSUR/HSUL Hanger . . . . . . . . . . . . . . .105HT Tie . . . . . . . . . . . . . . . . . . . . . . . . . . . .70HTS Twist Strap . . . . . . . . . . . . . . . . . . . .80HTSM Twist Strap . . . . . . . . . . . . . . . . . .82HTT Tension Tie . . . . . . . . . . . . . . . . . . . .35HU Hanger . . . . . . . . . . . . . .91-96, 122-124HUCQ Hanger . . . . . . . . . . .92-96, 123-124HUS Hanger . . . . . . . . . . . .91-95, 123, 168HUTF Hanger . . . . . . . . . . . . . . . . .100-102HW Hanger . . . . . . . . . . . . . . . . . . .101-102HWI Hanger . . . . . . . . . . .133-135, 138-139HWU Hanger . . . . . . . . . .132-134, 137-139IS Insulation Support . . . . . . . . . . . . . . .198ITT Hanger . . . . . . . . . . . .129-131, 133-134IUS Hanger . . . . . . . . . . . . . . . . . . . . . . .121IUT Hanger . . . . . . . . . . . . . . . . . . .121-122JB Hanger . . . . . . . . . . . . . . . . . . . . . . .100L Angle . . . . . . . . . . . . . . . . . . . . . . . . . . .66L Strap Tie . . . . . . . . . . . . . . . . . . . . . . . .72LB Hanger . . . . . . . . . . . . . . . . . . . . . . .100LBOLT Anchor Bolt . . . . . . . . . . . . . . . . .27LBP Bearing Plate . . . . . . . . . . . . . . . . . .20LBV Hanger . . . . . . . . . . . . . . . . . . . . . .135LCB Column Base . . . . . . . . . . . . . . . . . .52LCC Lally Column Cap . . . . . . . . . . . . . .56LEG Hanger . . . . . . . . . . . . . . . . . . . . . .143LFTA Floor Tie Anchor . . . . . . . . . . . . . . .79LGT Girder Tiedown . . . . . . . . . . . . . . . .158LPC Post Cap . . . . . . . . . . . . . . . . . . . . .54LS Angle . . . . . . . . . . . . . . . . . . . . . . . . . .65LSSU Hanger . . . . . . . . . . . . . . . . . . . . .141LSTA Strap Tie . . . . . . . . . . . . . . . . . . . . .75LSTHD Holdown . . . . . . . . . . . . . . . . . . .41LSTI Strap Tie . . . . . . . . . . . . . . . . . . . . .75LSU Hanger . . . . . . . . . . . . . . . . . . . . . .141LTA Truss Anchor . . . . . . . . . . . . . . . . . .150LTB Bridging . . . . . . . . . . . . . . . . . . . . . .187LTP Framing Anchor . . . . . . . . . . . . . . . .63LTS Twist Strap . . . . . . . . . . . . . . . . . . . .80LTT/LTTI Tension Tie . . . . . . . . . . . . . . . .35LU Hanger . . . . . . . . . . . . . . . . . . . . . .91-92LUCZ Hanger . . . . . . . . . . . . . . . . . . .91-92LUS Hanger . . . . . . . . . . . . . . . . . . . .91-95MAB Mudsill Anchor . . . . . . . . . . . . . . . . .29MAS Mudsill Anchor . . . . . . . . . . . . . . . . .29MBHA Masonry Hanger . . . . . . . . . . . . .112MEG Hanger . . . . . . . . . . . . . . . . . . . . .143META Truss Anchor . . . . . . . . . . . . . . . .152MGT Girder Tiedown . . . . . . . . . . . . . . .158MIT Hanger . . . . . . . . . . . . . . . . . . .130-136MIU Hanger . . . . . . . . . . . . . . . . . . .121-122MMLU Hanger . . . . . . . . . . . . . . . . . . . .200MP Mending Plate . . . . . . . . . . . . . . . . .199
MST Strap Tie . . . . . . . . . . . . . . . . . . . . .76MSTA Strap Tie . . . . . . . . . . . . . . . . . . . .75MSTAM Strap Tie . . . . . . . . . . . . . . . . . . .81MSTC Strap Tie . . . . . . . . . . . . . . . . . .75-76MSTCB Strap Tie . . . . . . . . . . . . . . . . . . .78MSTCM Strap Tie . . . . . . . . . . . . . . . . . . .81MSTI Strap Tie . . . . . . . . . . . . . . . . . . . . .76MTHM Hanger . . . . . . . . . . . . . . . . . . . .176MTS Twist Strap . . . . . . . . . . . . . . . . . . . .80Nails . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14NC Nailless Bridging . . . . . . . . . . . . . . .188NCA Nailless Bridging . . . . . . . . . . . . . .189NS Nail Stopper . . . . . . . . . . . . . . . . . . .189O Ornamental . . . . . . . . . . . . . . . . . . . . . .72PA Holdown . . . . . . . . . . . . . . . . . . . . .42-44PA/PATM Purlin Anchor . . . . . . . . . . . . . .44PAHD Holdown . . . . . . . . . . . . . . . . . . . . .40PAI Purlin Anchor . . . . . . . . . . . . . . . . . . .44PB Post Base . . . . . . . . . . . . . . . . . . . . . .48PBS Post Base . . . . . . . . . . . . . . . . . . . . .48PC Post Cap . . . . . . . . . . . . . . . . . . . . . . .53PF Hanger . . . . . . . . . . . . . . . . . . . . . . .107PGT Pipe Tie . . . . . . . . . . . . . . . . . . . . .192PS Strap . . . . . . . . . . . . . . . . . . . . . . . . . .77PSCL Sheathing Clip . . . . . . . . . . . . . . .198PSPNZ Protective Plate . . . . . . . . . . . . .189RBC Roof Boundary Clip . . . . . . . . . . . . .64RP Retro Plate . . . . . . . . . . . . . . . . . . . . .31RPS Strap Tie . . . . . . . . . . . . . . . . . . . . . .77RSP Stud Plate Tie . . . . . . . . . . . . . . . . .67S/HD Holdown . . . . . . . . . . . . . . . . . . . . .45S/HTT Holdown . . . . . . . . . . . . . . . . . . . .45S/LTT Holdown . . . . . . . . . . . . . . . . . . . . .45SA Strap . . . . . . . . . . . . . . . . . . . . . . . . . .83SDS Screw . . . . . . . . . . . . . . . . . . . . .16-19SP Stud Plate Tie . . . . . . . . . . . . . . . . . . .67SPH Stud Plate Tie . . . . . . . . . . . . . . . . .67SSP Single Stud Plate . . . . . . . . . . . . . . .67SSTB Anchor Bolt . . . . . . . . . . . . . . . . . .26ST Strap Tie . . . . . . . . . . . . . . . . . . . . . . .75STC Roof Truss Clip . . . . . . . . . . . . . . .182STHD Holdown . . . . . . . . . . . . . . . . . . . . .41SUR/SUL Hanger . . . . . . . . . . . . . .104-105T Strap Tie . . . . . . . . . . . . . . . . . . . . . . . .72TA Staircase Angle . . . . . . . . . . . . . . . . .195TB Tension Bridging . . . . . . . . . . . . . . . .187TBE Truss Enhancer . . . . . . . . . . . . . . .181TC Truss Connector . . . . . . . . . . . . . . . .180THA Hanger . . . . . . . . . . . . . . . . . .170-171THAC Hanger . . . . . . . . . . . . . . . . .170-171THAI Hanger . . . . . . . . . . . . . . . . . .170-171THGB Hanger . . . . . . . . . . . . . . . . . . . .177THGBH Hanger . . . . . . . . . . . . . . . . . . .177THMA Hanger . . . . . . . . . . . . . . . . . . . .178TJC37 Truss Connector . . . . . . . . . . . . .174TP/TPA Tie Plate . . . . . . . . . . . . . . . . . .199TS Twist Strap . . . . . . . . . . . . . . . . . . . . .80TSB Truss Spacer . . . . . . . . . . . . . . . . .184TSF Truss Spacer . . . . . . . . . . . . . . . . .185TSS Truss Seat . . . . . . . . . . . . . . . . . . .150TWB Wall Bracing . . . . . . . . . . . . . . . . .191U Hanger . . . . . . . . . . . . . . . . . . . .91-96,22VB Knee Brace . . . . . . . . . . . . . . . . . . . . .83W Hanger . . . . . . . . . . . . . . . . . . . .100-101W Wedge . . . . . . . . . . . . . . . . . . . . . . . . .27WB/WBC Wall Bracing . . . . . . . . . . . . . .191WI Hanger . . . . . . . . . . . . . . . . . . . . . . .131WM Hanger . . . . . . . . . . .110, 129-134, 136WMI Hanger . . . . . . . . . .131, 134, 138-139WNP Hanger . . . . . . . . . . . . . . . . . .100-102WP Hanger . . . . . . .129-130, 132, 135-138WPI Hanger . . . . . . .131, 133-136, 138-139WPU Hanger . . . . . . . . . . . . . . . . . . . . .129WT Wedge Form Tie . . . . . . . . . . . . . . . .27Z Clip . . . . . . . . . . . . . . . . . . . . . . . . . . .182
Corrosion Information . . . . . . .7-8Design Notes . . . . . . . . . . . . . . .11Product Information . . . . . . . .6, 9Product Notes . . . . . . . . . . . . . .10Reference Number Index . . . . . .4USP Index . . . . . . . . . . . . . . . .2-3Installation Notes . . . . . . . . . . .12
FastenersSection Overview . . . . . . . . . .13Bearing Plates . . . . . . . . . . . . . .20Bolts . . . . . . . . . . . . . . . . . . . . .20Nails . . . . . . . . . . . . . . . . . . .14-15Wood Screws . . . . . . . . . . . .16-19
Concrete & MasonrySection Overview . . . . . . . . . .21Adhesive & Undercut Anchoring
Systems . . . . . . . . . . . . . .22-24Anchor Bolts . . . . . . . . . . . .25-27Anchor Bolt Stabber . . . . . . . . .25Concrete Form Ties & Wedge .27Floor Girder Hangers . . . . . . . .31Foundation Anchors . . . . . . .28-29Laminated Beam Seats . . . . . .30Retro Plates . . . . . . . . . . . . . . .31Threaded Rods . . . . . . . . . . . . .25
HoldownsSection Overview . . . . . . . . . .32Cold Formed Steel Holdowns . .45Concrete Angles . . . . . . . . . . . .45Foundation Straps . . . . . . . .39-42Holdowns . . . . . . . . . . . . . . .36-38Predeflected Holdowns . . . . . . .33Purlin Anchors . . . . . . . . . . .43-44Tension Ties . . . . . . . . . . . . .34-35
Caps & BasesSection Overview . . . . . . . . . .46Column Bases . . . . . . . . . . .50-52Column Caps . . . . . . . . . . . .56-58Composite Post Bases . . . . . . .55Elevated Post Bases . . . . . . . . .49Lally Column Caps . . . . . . .55-56Post Anchors . . . . . . . . . . . .47, 50Post Caps . . . . . . . . . . . . . .53-55Wet Post Anchors . . . . . . . . . . .48
HangersSection Overview . . . . . . . .59-61Angle Gussets . . . . . . . . . . . . . .71Coiled Strapping . . . . . . . . . . . .73Connector Straps . . . . . . . . .82-83Corner Braces . . . . . . . . . . . . . .71Floor Tie Straps . . . . . . . . . . . .79Framing Clips . . . . . . . . . . . . . .68Framing Plates & Angles . . .62-66Header Hangers . . . . . . . . . . . .68Heavy Angles . . . . . . . . . . . . . .70Knee Braces . . . . . . . . . . . . . . .83Lateral Joist Connectors . . . . . .69Masonry Straps . . . . . . . . . .81-82Ornamental Connectors . . . . . .72Pre-Bent Straps . . . . . . . . . . . .78Straps . . . . . . . . . . . . . .72, 74-77Stud Plate Ties . . . . . . . . . . . . .67Twist Straps . . . . . . . . . . . . .79-80Wood Foundation Straps . . . . .84
HangersSection Overview . . . . . . . .85-87Face Mount Hangers . . . . . .88-97Masonry Hangers . . . . . . .108-112Panel & Purlin Hangers . .106-107Top Mount Hangers . . . . . .97-103Slope & Skew Hangers . .103-105
EWP HangersSection Overview . . . . . .113-115Adjustable Connectors . . . . . .140EWP Installation Guide . .116-117Face Mount Hangers . . . .118-124Glulam Hangers . . . . . . . .142-148Slope/Skew Hangers . . . . . . .141Top Mount Hangers . . . . .125-139
Truss & Rafter Tiedowns Section Overview . . . . . . . . .149Truss Anchors . . . . . . . . .150-153Girder Tiedowns . . . . . . . .157-159Hurricane Gusset Angles . . . .160Hurricane/Retrofit Connector . . . .
160-161Hurricane/Seismic Anchors . . . . . .
161-163Masonry Uplift Connectors . . .159Moisture Barrier Plates . . . . . .150Strap Truss Tiedowns . . . . . . .154Uplift Girder Ties . . . . . . .155-157
Plated TrussSection Overview . . . . . .164-165Alternate Installations . . . . . . .186Blocking Supports . . . . . . . . . .182Drag Strut Connectors . . . . . .185Field Splice Kits . . . . . . . . . . .183Girder Truss Hangers . . .177-179Hip/Jack Connectors . . . .175-176Roof Truss Ties . . . . . . . . . . . .182Skewed Truss Hangers . .172-174Supplemental Bearing Plates .181Truss Clips . . . . . . . . . . . . . . .180Truss Hangers . . . . . . . . .166-172Truss Spacers . . . . . . . . .184-185
MiscellaneousBridging . . . . . . . . . . . . . .187-189Corner Tie . . . . . . . . . . . . . . . .199Deck Connectors . . . . . . .193-195Drywall Clip . . . . . . . . . . . . . . .198Fence Hardware . . . . . . .191-192Gazebo Hub Plates . . . . . . . . .196Hoist Plates . . . . . . . . . . . . . . .197Insulation Supports . . . . . . . . .198Mending Plates . . . . . . . . . . . .199Plywood Clips . . . . . . . . . . . . .198Protection Plates . . . . . . . . . . .189Stair Angles . . . . . . . . . . . . . . .195Stud Shoes . . . . . . . . . . . . . . .191Wall Bracing . . . . . . . . . . .190-191Wall Ties . . . . . . . . . . . . . . . . .197
Manufactured Housing . . .200
Specialty Options . . . . . . .201-205
Corrosion Resistant Products . .206
Specification Tools . . . . . . . .209
USP2141-091
Table of Contents
1-800-328-5934 • www.USPconnectors.com 5
©C
op
yrig
ht
2009
US
PS
tru
ctu
ralC
on
nec
tors
®
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.
1-800-328-5934 • www.USPconnectors.com6
©C
op
yrigh
t2009
US
PS
tructu
ralCo
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com
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), 2006International Building Code (IBC), and1997 Uniform Building Code (UBC).
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 ER-5634 L9 FL570 F5 NER-505 L5 FL571 F6 NER-530 L6 FL574 F7 NER-564 L7 FL576 F8 NER-608 L8 FL578 F9 ESR-1178 1 FL815 F10 ESR-1280 2 FL816 F11 ESR-1575 3 FL817 F12 ESR-1702 4 FL819 F13 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-2756 11 FL11664 F20 ESR-2757 12 FL11838 F21 ESR-2758 13 FL1247 F22
RR 23888 R1 FL2033 F23 RR 25029 R2 FL4928 F24 RR 25104 R3 FL5631 F25 RR 25113 R4 FL6223 F26
RR 25283 R5 FL11910 F27 RR 25303 R6 NOA 04-1122.03 D1 RR 25332 R7 NOA 06-0921.05 D2
RR 25433 R8 NOA 07-0214.20 D3
RR 25745 R9 NOA 07-0306.06 D4
RR 25753 R10 NOA 07-0306.10 D5
RR 25756 R11 NOA 07-0322.15 D6
RR 25749 R12 NOA 07-0419.01 D7
Prescriptive Code -- -- 100 NOA 07-1003.10 D8110 NOA 07-1114.11 D9
NOA 08-0111.09 D10
No Load Capacity -- -- 120 NOA 08-0206.07 D11130 NOA 08-0303.06 D12
NOA 08-0715.01 D13
New products or updated product information are designated in red.
Metro Dade -Dade County,
Florida
LA City -City of
Los Angeles,California
Submitted forApproval
State ofFloridaProduct
Approvals
No Code Listing
SBC, UBC, NESLegacy Reports
Contact usfor test data
Contact usfor test data
ESR
USP2141-091
1-800-328-5934 • www.USPconnectors.com 7
©C
op
yrig
ht
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
1-800-328-5934 • www.USPconnectors.com8
©C
op
yrigh
t2009
US
PS
tructu
ralCo
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com
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 Angle 1-7/16˝x 1-7/16˝x 2-3/4˝
For use withtreated wood
Para
Madera Tratada
Burnsville, MN • Phone: 1-800-328-5934 • Fax: 1-507-364-8762www.USPconnectors.com
JUS26-TZ
100 PCS.
Ref#: LUS26Z
2 x 6-8
100 PCS.
Joist Hanger Colgador de vigas Étrier à solive
G - 1 8 5 G a l v a n i z a t i o nTRIPLE ZINC
Nails/Clavos/Clous: (8) 10d HDG.
As a minimum, recommended in outdoorapplications and with treated wood.
Recomendado para las aplicaciones enexteriores y con madera tratada.
Au minimum, recommandé dans lesapplications extérieures et sur le bois traité.
Corrosion Resistant • Resistente a la corrosion • Resistente a la corosiónFor use withtreated wood
Para
Madera Tratada
JUS26-TZRef#: LUS26Z
USP# JUS26-TZRef# LUS26Z
Triple Zinc G-185
Connectors
0 08 1 9 4 2 1 0 0 6 1
ESR-2685
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 TripleZinc 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 12 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.
1-800-328-5934 • www.USPconnectors.com
USP2141-091
1-800-328-5934 • www.USPconnectors.com 9
©C
op
yrig
ht
2009
US
PS
tru
ctu
ralC
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com
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 0.140
11 1/8 3.0 0.114 0.123 0.12512 7/64 2.7 0.099 0.108 0.110
14 5/64 2.0 0.070 0.078 0.08016 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.New products or updated product information are designated in red.
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˝
37°
1 5/8˝
7˝
22˝
1 5/8˝
41º
(9)
23º
3/16˝
1 5/8˝
4 1/16˝
22˝
1 5/8˝
41º
(9)
23º
3/16˝
1 5/8˝
4 1/16˝
Special Order detail
Custom Order detail
1-800-328-5934 • www.USPconnectors.com10
©C
op
yrigh
t2009
US
PS
tructu
ralCo
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
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, 2010.
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.
USP2141-091
1-800-328-5934 • www.USPconnectors.com 11
©C
op
yrig
ht
2009
US
PS
tru
ctu
ralC
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com
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 1997 or 2005 National Design Specification forWood Construction (NDS®) published by the AmericanForest and Paper 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 on 1997 or 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...............................133% or 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
1-800-328-5934 • www.USPconnectors.com12
©C
op
yrigh
t2009
US
PS
tructu
ralCo
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Installation Notes
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.
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.
USP2141-091
Faste
ners
1-800-328-5934 • www.USPconnectors.com 13
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Nails. . . . . . . . . . . . . . . . . . . . . . Pages 14-15• NA SeriesUSP structural nails and common nail design information.
Wood Screws . . . . . . . . . . . . . . Pages 16-19• WS SeriesUSP self-drilling wood screws.
• Wood Screw ApplicationsInformation on joining multiple ply truss, LVL, or PSL members.
Bolts . . . . . . . . . . . . . . . . . . . . . . . . . . Page 20• B SeriesDesign information on bolts specified for USP product line.
Bearing Plates . . . . . . . . . . . . . . . . . Page 20• BP SeriesStandard bearing plates.
• HBPS/LBPS SeriesSlotted bearing plates.
• LBP SeriesGalvanized standard bearing plates. BP/LBP
B
NA
WS
HBPS/LBPS
FastenersFasteners
Faste
ners
1-800-328-5934 • www.USPconnectors.com14
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
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. Stainless steel nails are available on a stock basis size of 8d x 11/2˝ (see Nail Specification table). Any USP connector requiring a NA16D-RS, NA20D, NA25, or NA250 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 15 for load reduction factors regarding nail substitutions.• For pneumatic nail use, see Installation Notes on page 18 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 N8HDG HDG N8-GC -- -- GC
NA11SS SSN8 SS 8d x 1-1/2 0.131 1-1/2 48 143 -- -- -- -- -- -- -- -- -- -- 96 95 94 94 NA9D N10HDG HDG
N10-GC -- -- GC
NA16D N16HDG 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 -- -- -- -- -- -- -- -- -- -- -- --
NA21 -- -- HDG 20d x 1-3/4 0.192 1-3/4 81 65 211 184 168 159 152 -- -- -- -- -- -- -- -- NA20D -- -- HDG 20d x 2-1/2 0.192 2-1/2 117 41 231 202 184 174 167 -- -- -- -- -- -- -- --
NA250 N54AHDG HDG 1/4 x 2-1/2 0.250 2-1/2 152 27 275 241 225 216 -- -- -- -- -- -- -- -- -- --
NA25 -- -- HDG 1/4 x 3 0.250 3 183 22 275 241 225 216 -- -- -- -- -- -- -- -- -- -- N8C-GC -- -- GC 8d Common
8d Common -- -- Bright 8d Common
N10C-GC -- -- GC 10d Common 10d Common -- -- Bright 10d Common
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: SS = Stainless Steel; 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. New products or updated product information are designated in red.
192 177 158 1470.162 3-1/2 138 48
Allowable Shear per Nail (Lbs.)1,2,3,5
Steel GaugeNailsPer Lb.
USPStock No.
NailDiameter
Withdrawal
Load7
111
8d x 1-1/2 -- -- -- -- -- --0.131 1-1/2 94 9448 152 -- -- -- -- 96 95
10d x 1-1/2
-- -- -- --
1140.148 1-1/2 54 100 118 -- -- 126
94
-- -- 112 112 112
940.131 2-1/2 80 126 -- -- 98 96 95 -- --
0.148 3 108 70 -- -- 154 136 125 112
-- --
118 115 114 113
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
!
GOLDCOAT
AVAILABLE IN
USP2141-091
Faste
ners
1-800-328-5934 • www.USPconnectors.com 15
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Nails – NA series continuedFasteners
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 and Straight Straps load table
NA16D-RS NA16D NA9D NA11NA20D NA21NA25 NA250.250 x 3˝ .250 x 2 1/2˝ .192 x 2 1/2˝ .192 x 1 3/4˝ .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.
Allowable LoadAdjustment FactorCatalog
Nail
Replacement
Fastener1
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.
!
N8-GC.148 x 1 1/2˝
Faste
ners
1-800-328-5934 • www.USPconnectors.com16
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
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 WS17 SDS25134 1/4˝ x 1-3/4˝ 1-3/4 3/8 1-3/8 Zinc -- -- 268 284 274 289 243 -- -- 202 228 220 232 167
WS2 SDS25200 1/4˝ x 2˝ 2 1/4 1-3/4 Zinc -- -- 306 307 289 316 281 -- -- 215 244 249 248 204
WS25 SDS25212 1/4˝ x 2-1/2˝ 2-1/2 1/4 2-1/4 Zinc 193 362 352 338 369 345 141 256 292 286 294 243 WS3 SDS25300 1/4˝ x 3˝ 3 3/4 2-1/4 Zinc 227 418 396 387 457 345 164 297 340 322 365 243
WS35 SDS25312 1/4˝ x 3-1/2˝ 3-1/2 3/4 2-3/4 Zinc 233 454 460 454 481 431 181 338 380 357 370 304 WS4 -- -- 1/4˝ x 4˝ 4 1 3 Zinc 233 489 524 521 506 474 181 379 420 391 374 335
WS45 SDS25412 1/4˝ x 4-1/2˝ 4-1/2 1-1/4 3-1/4 Zinc 233 525 588 589 531 517 181 421 460 425 379 365
WS6 SDS25600 1/4˝ x 6˝ 6 1-3/4 4-1/4 Zinc 233 525 588 589 531 642 181 421 460 425 379 487
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 red.
CodeRef.
L9
-- -- 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 129261 259 206 190 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: ER-5634, L.A.City RR 25433
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 17-19.
3/8˝
USP name Screw length
Serrations
Beveled reamer on2 1/2˝ or longerWood Screws
Cut threads
Self drilling point
L
T
SH
WS
GOLDCOAT
AVAILABLE IN
USP2141-091
Faste
ners
Han
gers
1-800-328-5934 • www.USPconnectors.com 17
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
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 230 265 290 265 305 330 175 200 220
T 230 265 290 265 305 330 175 200 220SH 270 310 340 310 355 390 215 245 270
T 230 265 290 265 305 330 175 200 220
SH 270 310 340 310 355 390 215 245 270
1) Allowable loads are based on 1997 NDS®. 2) The Truss Engineer shall apply all adjustment factors required per 1997 NDS®. 3) Loads are based on 1-1/2˝ thick wood side members. Side and main members of same wood species. 4) SH = screw shank; T = threads.
USPStock No.
ShearPlane
Location
Douglas Fir-Larch(G = 0.50)
Spruce-Pine-Fir(G = 0.42)
Southern Pine(G = 0.55)
Roof
Dimensions Allowable Shear Loads (Lbs.)1,2,3
SDS25412
SDS25600
4-1/2˝ 1-1/4˝ 3-1/4˝
1-3/4˝ 4-1/4˝6˝ WS6
1/4˝ x 4-1/2˝
1/4˝ x 6˝
WS45 Zinc
Zinc
Roof Roof
continued on next page
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 355/500 x # Plys = 2.13 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 245/60 x # Plys = 6.12 ft.# Plys - 1
Use maximum spacing of 24˝.
WS45 Wood Screw Allowable Loads:(Assume shear plane across the screw shank)Southern Pine: 355 Ibs. each at 115%Spruce-Pine-Fir: 245 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.
Spacing4˝ min. – 24˝ max.
1˝ min. Recommended (Typ)4˝ min End of
cord
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 WS17 SDS25134 1/4˝ x 1-3/4˝ 1-3/4 3/8 1-3/8 Zinc -- -- 268 284 274 289 243 -- -- 202 228 220 232 167
WS2 SDS25200 1/4˝ x 2˝ 2 1/4 1-3/4 Zinc -- -- 306 307 289 316 281 -- -- 215 244 249 248 204
WS25 SDS25212 1/4˝ x 2-1/2˝ 2-1/2 1/4 2-1/4 Zinc 193 362 352 338 369 345 141 256 292 286 294 243 WS3 SDS25300 1/4˝ x 3˝ 3 3/4 2-1/4 Zinc 227 418 396 387 457 345 164 297 340 322 365 243
WS35 SDS25312 1/4˝ x 3-1/2˝ 3-1/2 3/4 2-3/4 Zinc 233 454 460 454 481 431 181 338 380 357 370 304 WS4 -- -- 1/4˝ x 4˝ 4 1 3 Zinc 233 489 524 521 506 474 181 379 420 391 374 335
WS45 SDS25412 1/4˝ x 4-1/2˝ 4-1/2 1-1/4 3-1/4 Zinc 233 525 588 589 531 517 181 421 460 425 379 365
WS6 SDS25600 1/4˝ x 6˝ 6 1-3/4 4-1/4 Zinc 233 525 588 589 531 642 181 421 460 425 379 487
1) Zinc = Yellow zinc dichromate; GC = Gold Coat.
3) Shear loads for wood-to-wood connections assume a side member thickness of 1-1/2". 4) Loads are for 100% duration of load factors, and may be increased for other duration factors in accordance with the NDS. 5) Loads are for shear applications when used as described in this catalog. Please contact USP for applications and installations involving tension forces. 6) Withdrawal loads for steel-to-wood connections assume a side plate thickness of 1/4" or less. New products or updated product information are designated in red.
Faste
ners
1-800-328-5934 • www.USPconnectors.com18
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Spacing4˝ min. – 24˝ max.
Spacing4˝ min. – 24˝ max.
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 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 1000 1500 665 1000 500 7502 750 1125 500 750 375 565
4 750 1125 500 750 375 565
5 665 1000 445 665 335 5003 665 1000 445 665 335 500
6 1000 1500 665 1000 500 750
USPStock No.
2Rows
3Rows
2Rows
MultipleMembers
InstallationFigure3
12˝ O.C. 18˝ O.C.
Wood Screw Spacing
2Rows
3Rows
F24˝ O.C.
Maximum Allowable Uniform Loadsthat can be applied to either outside
member (Lbs. Per Lineal Ft.)1,2,4,5,6,7
3-1/2˝ 1˝
Dimensions
3Rows
DF-L / SP
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 (3) 13/4˝ Ply
WS6 installed in (4) 13/4˝ Ply
WS35 installed in (1) 13/4˝,(1) 31/2˝ Ply
WS35 installed in (2) 13/4˝,(1) 31/2˝ Ply
WS6 installed in (2) 31/2˝ Ply
Recommended Row Guidelines
Serrations
Beveled reamer on2 1/2˝ or longerWood Screws
Cut threads
Self drilling point
L
T
SH
continued on next page
1) Allowable Uniform Loads are based on the 1997 NDS®. 2) Based on Zscrew = 250 lbs. in Douglas Fir-Larch (G=0.50) with a side member thickness of not less than 1-3/4˝. 3) Load values depicted assume all uniform load is applied to the most narrow outside ply only. 4) Load values neglect any contribution of screws installed to opposite side, even if they extend significantly into the loaded ply. 5) Loads are for normal (100%) duration of load, and may be increased in accordance with the code. 6) 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. 7) 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.
WS
USP2141-091
Faste
ners
1-800-328-5934 • www.USPconnectors.com 19
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
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 230 265 175
1) Allowable shear loads based on 1997 NDS® and no further increase is allowed.
Allowable Shear Loads1
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
Applied Concentrated LoadWS6 Wood Screw
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
Faste
ners
1-800-328-5934 • www.USPconnectors.com20
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
L
W
T
BP/LBPStandard
Bearing Plate
Typical BearingPlate installation
HBPS/LBPSSlotted Bearing Plate
Bearing Plates – BP, HBPS, LBP, & LBPS series
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: BP and HBPS models are available in
Hot-dip galvanized except for BP343. To order, add HDG to end of stock number, as in BP1-HDG.
Installation:• Bolt holes are sized 1⁄16˝ larger than Bolt Dia. shown in chart.
For customer convenience, we offer a wide range of bolts specifiedfor the USP product line. Each bolt is shipped with two washers andone hex nut. Connector products requiring bolts for installation havea special, highlighted “bolt box” on or opposite their catalog location.
Materials: Bolts and nuts are standard hexhead conforming to ASTM A 307Grade A or SAE Grade 2 or better.Washers conform to AmericanNational Standard Type Aplain steel, ANSI B.22.1.
Finish: Zinc plated
Installation:• For installation into connectors in general, install with both washersunless otherwise directed in this catalog.
Bolts - B series
Inches Millimeters
3/8 9.50
1/2 12.70
5/8 15.903/4 19.10
7/8 22.20
1 25.40
1-1/8 28.58
1-1/4 31.75
Bolt DiameterConversion
Metric Conversion
Ref. No. W L
LBP12-TZ LBP1/2Z 9/64 2 2 1/2 LBP58-TZ LBP5/8Z 9/64 2 2 5/8
LBP34-TZ -- -- 9/64 2 2 3/4
LBPS12-TZ LBPS1/2Z 9/64 3 3 1/2 LBPS58-TZ LBPS5/8Z 9/64 3 3 5/8
HBPS12 BPS1/2-3 1/4 3 3 1/2 HBPS34 -- -- 1/4 3 3 3/4
HBPS58 BPS5/8-3 1/4 3 3 5/8
BP12 BP1/2 3/16 2 2 1/2 BP582 BP5/8-2 3/16 2 2 5/8
BP58 BP5/8 1/4 2-1/2 2-1/2 5/8 BP583 BP5/8-3 1/4 3 3 5/8
BP78 BP7/8 5/16 3 3 7/8
BP1 BP1 3/8 3-1/2 3-1/2 1 BP343 -- -- 1/4 3 3 3/4
New products or updated product information are designated in red.
USPStock No.
BoltDia.
DimensionsPlateThickness
(T)
Thread length
Diameter
L
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.
Description Description
Dia. x L Dia. x L
B384 3/8 x 4 1 B785 7/8 x 5 2 B125 1/2 x 5 1-1/4 B786 7/8 x 6 2
B126 1/2 x 6 1-1/4 B787 7/8 x 7 2-1/4
B127 1/2 x 7 1-1/2 B788 7/8 x 8 2-1/4 B128 1/2 x 8 1-1/2 B7810 7/8 x 10 2-1/4
B583 5/8 x 3 1-1/2 B103 1 x 3 2-1/4 B584 5/8 x 4 1-1/2 B104 1 x 4 2-1/4
B585 5/8 x 5 1-1/2 B105 1 x 5 2-1/4 B586 5/8 x 6 1-1/2 B106 1 x 6 2-1/4
B587 5/8 x 7 1-3/4 B107 1 x 7 2-1/2
B588 5/8 x 8 1-3/4 B108 1 x 8 2-1/2 B589 5/8 x 9 1-3/4
B5810 5/8 x 10 1-3/4 B343 3/4 x 3 1-3/4
B344 3/4 x 4 1-3/4
B345 3/4 x 5 1-3/4 B346 3/4 x 6 1-3/4
B347 3/4 x 7 2 B348 3/4 x 8 2
B349 3/4 x 9 2
B3410 3/4 x 10 2 B3411 3/4 x 11 2
ThreadLength
USPStock No.
USPStock No.
ThreadLength
W
T
L
NEWSIZE
USP2141-091
Con
cre
te &
Mason
ry
1-800-328-5934 • www.USPconnectors.com 21
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com
KGH
RP6
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
DUCSB
STB/STBL AB
Concrete & Masonry
ST1-TZ ST2-TZ FA3 SFA SFJA
FT WG
Adhesive & UndercutAnchoring Systems. . . . . . . . . . . Pages 22-24• DUC SeriesDuctile Undercut Anchors.
• CIA-EAHigh strength epoxy acrylate.
• CIA-GEL 7000High strength epoxy.
Anchor Bolt Stabber. . . . . . . . . . . Page 25• ABS12Anchor bolt stabber for placement in wet concrete.
Threaded Rods . . . . . . . . . . . . . . . . Page 25• THR SeriesThreaded Rod
Anchor Bolts . . . . . . . . . . . . . Pages 25-27• STB & STBL SeriesUSP anchor bolts designed for higher capacity
applications.
• AB SeriesUSP anchor bolts designed for general capacity
applications.
Concrete Form Ties& Wedge . . . . . . . . . . . . . . . . . . . . . Page 27• FT SeriesLow foundation wall tie.
• WGWedge for FT tie.
Foundation Anchors . . . . . . . Pages 28-29• ST SeriesEmbedded mudsill anchors.
• FA3 Embedded mudsill and stud anchors.
• SFA & SFJA SeriesBolted mudsill anchors for retrofit applications.
Laminated Beam Seats . . . . . . . . . . Page 30• KGLB, KGLBT, & KHGLB Series
Seats for beams bearing on concrete or masonry.
Floor Girder Hangers. . . . . . . . . . Page 31• KGH SeriesSecures girder beam to foundation wall.
Retro Plate . . . . . . . . . . . . . . . . . . . Page 31• RP6Oversized plate to distribute forces on masonry surface.
DUC
CIA-EA CIA-GEL 7000
ABS12
KGLBTKGLB KHGLB
THR
Con
cre
te &
Mason
ry
1-800-328-5934 • www.USPconnectors.com22
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com
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 con-crete 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
1-800-328-5934 • www.USPconnectors.com
Undercut Anchoring Systems - DUC Ductile Undercut Anchors
hef
dbitdb
ds
lb
t
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Stud Drill Hole Drill Hole Effective Overall Sleeve Allowable Tensile Allowable Shear
Dia. Db Dia. Dbit Depth t Embedment hef Length, lb length ls Capacity, Ns Capacity Vs
DUC38-275L 2-3/4 DUC38-275LT 4-1/2 DUC38-400H 4 DUC38-400HT 5-3/4 DUC12-400L 4 DUC12-400LT 5-3/4 DUC12-500H 5 DUC12-500HT 6-3/4 DUC12-675H 6-3/4 DUC12-675HT 8-1/2 DUC58-450L 4-1/2 DUC58-450LT 6-1/4 DUC58-750H 7-1/2 DUC58-750HT 9-1/4 DUC58-900H 9 DUC58-900HT 10-3/4 DUC34-500L 5 DUC34-500LT 6-3/4 DUC34-1000H 10 DUC34-1000HT 11-3/4
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.
Code
Ref.
7, R107-1/8
5/8
3/4
1
1-1/8
5-1/8
8-1/8
9-5/8
5-5/8
10-5/8
3-1/8
4-3/8
4-3/8
5-3/8
3/8
1/2
5/8
3/4
2-3/4
4
4
5
9
5
10
6-3/4
4-1/2
7-1/2
13
9
14
8-3/8
11-3/8
6 2087
8235
7-1/2
7-1/2
8-1/2
10-1/4
1043
4497 2254
3821 1909
USP
Stock No.
9007 4497
19411 9692
4111
6086 3047
13116 6552
USP2141-091
Con
cre
te &
Mason
ry
1-800-328-5934 • www.USPconnectors.com 23
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
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 5˚ F.
Materials: 2-component, 100% solids, all weather, moisture insensitive, non-sag, non-shrink, solvent free, high strength epoxy acrylate.
Codes: ESR-1702,L.A. City RR 25113, 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.
Tensile Capacity basedon Concrete Strength (Lbs.)
RodDiameter
(in)
Drill BitDiameter
(in)
Embed. Depth
(in)
f'c > 2500 psi
Avg.Ult.
CIA-EA
Avg.Allow.
CodeRef.
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.
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
Con
cre
te &
Mason
ry
1-800-328-5934 • www.USPconnectors.com24
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
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.
Tensile Capacity basedon Concrete Strength (Lbs.)
RodDiameter
(in)
Drill BitDiameter
(in)
Embed. Depth
(in)
f'c > 2500 psi
CIA-GEL 7000
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.)
5/8 3/4 6070
3/4 7/8 8740
1/2 5/8
3/8 1/2 2185
3885
Avg.Allow.
Avg.Ult.
Avg.Allow.
CodeRef.
4, F24, R2
1125
2000
3125
4500
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
24
USP2141-091
Con
cre
te &
Mason
ry
1-800-328-5934 • www.USPconnectors.com 25
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com
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: NoneCodes: 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.• Use Bolt-Rite™ products to hold anchor bolt in place during installation.
Typical STB/STBL monopour installation
Anchor Bolt Stabber (Bolt Rite™) – ABS12
Materials: A36 SteelFinish: Hot-dip galvanizing
Ref. No. L THR125-HDG -- -- 1/2 5
THR126-HDG -- -- 1/2 6 THR128-HDG -- -- 1/2 8
THR5816-HDG -- -- 5/8 16
New products or updated product information
are designated in red.
USPStock No.
BoltDia.
CodeRef.
130
THR Typical THR installation
Anchor Bolts – STB & STBL series
Threaded Rods – THR series
Ref. No. Color
ABS12 -- -- 1/2 orange 120
1) Anchor bolt caps are included with product.
USPStock No. 1
BoltDia.
CodeRef.
ABS12
For accurate placement of 1/2˝ anchor bolts in wet concrete. Theoutstanding legs are different lengths, with the shorter leg centering the anchorbolt in a 2 x 4 sill plate and the longer leg centering the anchor bolt in a 2 x 6sill plate.
Materials: Composite PlasticFinish: See chart
Patents: Pending
Installation:• Slide ABS over anchor bolt and screw on cap.• Place bolt in wet concrete using guides for proper edge distance.
Typical ABS12installation
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
continued on next page
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 -- -- -- -- STBL34 -- -- 7/8 36-3/4 6-3/4 30 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. Loads apply to wind and seismic loading per 1997 U.B.C. 3) Minimum center to center spacing between bolts is 2(E) for anchors acting in tension. 4) Minimum edge distance is 1-3/4˝. 5) Concrete stemwall shall be a minimum of 6˝ thick for 5/8˝ anchor bolts and 8˝ for 7/8˝ anchor bolts. 6) End distance shall be no less than 5˝. 7) Connection is limited by lowest of bolt or holdown capacity. 8) Concrete block shall be minimum 10˝ block.
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
Con
cre
te &
Mason
ry
1-800-328-5934 • www.USPconnectors.com26
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com
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
1-800-328-5934 • www.USPconnectors.com
Plan view of STB/STBLplacement in concrete stemwall
0˚
Outside edgeof concrete
CornerInstallation
Non-CornerInstallation
CornerInstallation
Anchor Bolts – STB & STBL series continued
1-800-328-5934 • www.USPconnectors.com
Ref. No.
PHD2 HDU2-SDS2.5 HDU4-SDS2.5
TDX2 HD2A
LTS20B LTT20B HTT16 HTT16
PHD5 HDU5-SDS2.5 TDX5*
HD5A
PHD6 HDU8-SDS2.5
PHD8 -- -- UPHD8 -- --
TDX6 HD6A TDX8 HD8A
TDX10 HD10A
* Recommend installation of washer under nut of anchor bolt.1) STBL model are recommended for use with PHD and UPHD8 holdowns on (2) 2x and 3x sill plates.
USPStock No.
2x, 3x, (2) 2x Sill Plates1
STB28STBL28
STB34STBL34
STB16STBL16
STB20STBL20
MonoPour
DoublePour
STB20STBL20
STB24STBL24
HTT22 HTT22STB24
STBL24STB24
STBL24
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.
USP2141-091
Con
cre
te &
Mason
ry
1-800-328-5934 • www.USPconnectors.com 27
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
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 FT14 -- -- 18 5/8 19 2 14
FT16 -- -- 18 5/8 21 2 16 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
Footing Widthor Wall Thickness
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
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
Con
cre
te &
Mason
ry
1-800-328-5934 • www.USPconnectors.com28
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
AlternateST2-TZ
installation with3/4˝ center hole
in mudsill
Uplift
F1
F2
AlternateST1-TZ
installation with3/4˝center hole
FA3 – For installation into concrete slabs. The FA3 features a split flange for nailing to both mudsill and stud for greater framing versatility.
ST1-TZ – For installation into concrete slab or poured stemwalls. 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: See chartFinish: G90 galvanizing
Options: FA3 is available in Triple Zinc.To order, add TZ to end of stock number,as in FA3-TZ.
Codes: NER 530, FL822
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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.• For FA3 insert into wet concrete (minimum strength of 2,000 psi). Placemudsill after concrete cures. Secure flanges to sill (and stud, if applicable),bending flanges as needed to achieve a tight fit. Fasten as directed in chart.• For ST1-TZ and ST2-TZ spread sill flanges to mudsill width prior to insertioninto 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 insert-ed into wet concrete. When installing ST2-TZ into concrete block, fill cells withgrout with a minimum strength of 2,000 psi. Concrete block edges may need tobe 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
Foundation Anchors – FA3 & ST series
ST1-TZ
10˝18˝
ST2-TZ
Spread sill flanges to sillwidth prior to insertion
into wet concrete
continued on next page
F1Uplift
F2
F3
4˝ min.embed
USP2141-091
Con
cre
te &
Mason
ry
1-800-328-5934 • www.USPconnectors.com 29
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Foundation Anchors – FA3 & ST series continued
1-800-328-5934 • www.USPconnectors.com
Uplift
Typical SFJAinstallation
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
1 1/2˝
1 1/2˝
6 1/2˝
6˝
SFJA
SFA – Mudsill anchors for retrofit applications. Features a slotted bendline for easy field adjustment when foundation walls are slanted.
SFJA – Ties floor joists directly to foundations with bolt fastening.
Materials: 12 gaugeFinish: G90 galvanizing
Installation:• Use all specified fasteners. See Product Notes, page 10.• A design professional must specify anchor bolt type, length, andembedment. Anchor bolts are laterally loaded. See pages 23 & 24 forCIA-EA or CIA-GEL 7000 for epoxy information.• Allowable loads assume a minimum concrete compressive strengthof 2,000 psi.
F1 Uplift
Ref. No. Qty Dia. Qty Type Qty Dia. 160% 160%
SFJA FJA 12 1 5/8 -- -- -- -- 2 5/8 -- -- 1305
SFA6 -- -- 12 2 1/2 7 10d x 1-1/2 -- -- -- -- 875 -- --
SFA8 -- -- 12 2 1/2 7 10d x 1-1/2 -- -- -- -- 875 -- --
1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long.
Allowable Loads (Lbs.)1Fastener Schedule
CodeRef.
130
USPStock No.
SteelGauge
DF-L / SP
Nails2Bolts
FramingAnchorBolts
8˝
6˝
5˝
SFA6
Foundation Anchors – SFA & SFJA series F1
Typical SFA installation
8˝
6˝
7˝
SFA8
F1 F2 F3 Uplift
Ref. No. Qty Type Qty Type 160% 160% 160% 160%
2 x 4 - 6 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
2 x 4 - 6 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 2 x 4 - 6 - 8 FA3 MAS 16 4 10d x 1-1/2 2 10d x 1-1/2 4˝ 5-1/2 840 705 750 1155 L6
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. 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.
SteelGauge
MudsillTop
MudsillSide
CodeRef.
L6, F16
DF-L / SP
Allowable Loads (Lbs.)1
Min.
Embed.4
(E)
Max.
Spacing3
(Feet)PlateSize
Fastener Schedule2
USPStock No.
Typical FA3 installationin concrete
Con
cre
te &
Mason
ry
1-800-328-5934 • www.USPconnectors.com30
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
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 10.• 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.
Bolts must be ordered separately. See page 20
for available sizes.
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.
USPStock No.
Masonry
@ 375 psi2
Bolt Schedule
CodeRef.
L3, R3
Dimensions Allowable Bearing Loads (Lbs.)1,4,5
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.
Bolt Schedule
USPStock No.
RangeW
Dimensions
CodeRef.
L3
Allowable Bearing Loads (Lbs.)1,5
On Concrete with Beam Width
2
Masonry@ 375 psi
Min. 3-1/8Beam
Width (W)
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
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Laminated Beam Seats – KGLB, KGLBT, & KHGLB series
USP2141-091
Con
cre
te &
Mason
ry
1-800-328-5934 • www.USPconnectors.com 31
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Floor Girder Hangers- KGH Series
1-800-328-5934 • www.USPconnectors.com
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 10.• 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. New products or updated product information are designated in red.
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 206 to 209 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.
W
S
L
H
D
1˝
3˝
3˝
6˝
6˝
RP6
3/4˝ dia.threaded rod
Typical RP6 installation
Hold
ow
ns
1-800-328-5934 • www.USPconnectors.com32
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Predeflected Holdowns . . . . . . . . Page 33• PHD SeriesInnovative design increases holdown stiffness. Connects to wood postwith WS series wood screws.
Tension Ties . . . . . . . . . . . . . . . Pages 34-35• 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 36-38• TD & TDX SeriesStandard holdown. Connects to post with bolts.
• UPHD SeriesHigh capacity holdown. Connects to post with wood screws.
Foundation Straps . . . . . . . . . Pages 39-42• 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 43-44• HPA, PA, PAI, PAT, PATM SeriesEmbedded strap for concrete to purlin connections.
Concrete Angles. . . . . . . . . . . . . . . Page 45 • TDL SeriesLight-capacity foundation strap. Bolts to foundation and nails or boltsto post.
Cold Formed Steel Holdowns . . . Page 45 • LTS20BLight capacity tension tie strap• HTT14SMedium capacity tension tie.• TDS SeriesHeavy capacity tension tie.
PHD
HTT
HPAHD PAHD42
TDL
HPA/PA PAI PAT PATM
LSTAD/STAD TA
LTS LTTI31
TDX UPHD
TDSHTT14SLTS20B
TD
1-800-328-5934 • www.USPconnectors.com
Holdowns
USP2141-091
Hold
ow
ns
1-800-328-5934 • www.USPconnectors.com 33
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Predeflected Holdowns – PHD series
1-800-328-5934 • www.USPconnectors.com
Innovative double lap design increases holdown stiffness andfastener shear values. Reduces eccentricity in the studs/postdecreased centerline dimension. No thru-bolts to countersink.
Materials: 12 gaugeFinish: G90 galvanizingCodes: ESR-1575, FL11838, LA City RR 25756
Installation:• Use all specified fasteners. See Product Notes, page 10.• Place the PHD 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 Predeflected Holdowns may be installed off sillplate 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 25-26.
Typical PHD5 concrete walloffset installation
D
Double lap backincreases overallstiffness andfastener shear values
H
W
1 5/8˝
CL
Slotted seat designallows adjsutment formislocated anchor bolt
Typical PHD5installation
PHD5
DF-L / SP S-P-F
Ref. No. W H D CL Qty Dia. Qty 160% ∆ (in)3,5 160%
PHD2 HDU2-SDS2.5 HDU4-SDS2.5
12 3-1/4 7-1/2 3 1-3/8 1 5/8 10 4815 0.058 4045
PHD5 HDU5-SDS2.5 12 3-1/4 10-7/8 3 1-3/8 1 5/8 14 5540 0.056 4655
PHD6 HDU8-SDS2.5 12 3-1/4 13-1/16 3 1-3/8 1 7/8 18 7295 0.061 6130 PHD8 -- -- 12 3-1/4 16-1/2 3 1-3/8 1 7/8 24 8185 0.062 6875
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 may be elevated off the sill. 6) WS3 wood screws are 1/4 ˝ x 3˝ and are included with PHD models. 7) Minimum post thickness is 3˝. Consult USP for installations less than 3˝. New products or updated product information are designated in red.
USPStock No.
SteelGauge
Dimensions Fastener Schedule
3, F21, R11
Allowable Tension Loads (Lbs.)1,4,7
Anchor
Bolts2
WS3 Wood
Screws6CodeRef.
Hold
ow
ns
1-800-328-5934 • www.USPconnectors.com34
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
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 retrofitinstallations.
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 accommodatewood 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 concreteconstruction.
Materials: See chart Finish: G90 galvanizingCodes: ESR-1575, NER 608, FL821 & FL11838
LA City RR 25756
Installation:• Use all specified fasteners. See Product Notes, page 10.• Use all specified fasteners to attach the strap portion of the connector to the sideof stud, post, joist, purlin, or beam. Secure the base to the concrete or masonry wallwith specified anchor bolt. A design professional shall specify the type, length, andembedment 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 boltvalues cannot be combined.• Washers are not required on transfer plates that fit over the anchor bolt.
Typical LTS installation
Hanger not shown
continued on next page
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
LTS20B
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Tension Ties – HTT series, LTS series & LTTI31
USP2141-091
Hold
ow
ns
1-800-328-5934 • www.USPconnectors.com 35
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Tension Ties – HTT series, LTS series & LTTI31 continued
Bolts must be ordered separately. See page 20
for available sizes.
Ref. No. Strap Plate W L D CL Qty Dia. Qty Type 160% ∆ (in)5,6
18 10d 3250 0.125
18 16d 4290 0.099
32 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 3, F21, R11 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 3, F21, R11
10 10d x 1-1/2 1100 0.128
10 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. 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. New products or updated product information are designated in red.
3/4 3, F21, R11
Allowable Tension
Loads (Lbs.)1
12 3 2 20
DF-L / SP CodeRef.
L8, F15
L8, F155370
5/8
5/8 0.125
Steel Gauge Dimensions Fastener Schedule
NailSpacing
Anchor
Bolts 4
Strap2,3
1-3/8
1-1/2 3-3/4 1
1
1
1-3/4
1-3/4
1-3/8
3
USP
Stock No.7
10 HTT16 HTT16
HTT22 HTT22
LTS20B LTT20B
10 -- --
-- -- 2
2
2-1/2
2-1/2 21-1/2
15-5/8
HTT16HTT22 similar
CL
L
D
W
1 3/4˝
See STB anchor bolt
pages 25-26
Typical HTT22installation
Hold
ow
ns
1-800-328-5934 • www.USPconnectors.com36
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Moisture barriermay be required
Typical TDX2installation
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.
Enddist.
CLW D
H
3 1/2˝
9/16˝
TDX6
Typical TDX6installation
Bolts must be ordered separately. See page 20 for available sizes.
TD15/TDX – The TDX2 and TDX5 feature formed designs, all others are welded.All models feature a self-jigging design with code required end distances built in. (Enddistance = 7 bolt diameters from the top of the sill to the center of the first bolt hole inthe studs or post.)
Materials: See chartFinish: TDX2 & TDX5 – G90 galvanizing;
All others – USP primerOptions: TDX2 is available Triple Zinc. To order add TZ to the end of
stock number, as in TDX2-TZ.Codes: ESR-1575, FL11838, LA City RR 25756
Patents: #5,092,097 — TDX2 & TDX5
Installation:• Use all specified fasteners. See Product Notes, page 10.• Do not use lagbolts. 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 page20 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 25-26 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.
continued on next page
Washer requiredunder anchor
bolt nut
TD15 = 3 3/8˝
Typical TDX2back-to-backinstallation
Typical TD15installation
Holdown installationbetween floors
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Holdowns – TD & TDX series
USP2141-091
Hold
ow
ns
1-800-328-5934 • www.USPconnectors.com
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com
Sources of Deflection at the Shearwall Holdown Connections
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Holdowns – TD & TDX series continued
Ref. No. W H D CL Qty Dia. Qty Dia. 160% ∆ (in)6,8
(1) 2x4 1910
(2) 2x4 3130
(1) 2x4 2350
(2) 2x4 3260
(1) 2x4 2765
(2) 2x4 5320
(1) 4x4 5355
(1) 2x6 4065
(2) 2x6 7120
(1) 2x6 5110
(2) 2x6 7845
(1) 2x8 6625
(2) 2x6 11995
(1) 4x6 13075
(1) 2x8 6485
(2) 2x6 10485(1) 2x8 7665(2) 2x8 14315
(1) 4x8 16200(1) 6x6 18865
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) TDX5 may be installed to a 5/8˝ anchor bolt with no reduction in load, provided a standard washer is used under the nut. New products or updated product information are designated in red.
0.1065 1 7
3, F21,R11
1-1/425 4-3/8 2-1/8 1
6-1/8
2-1/8 1 1
TD15 HD15 3 3-1/2
3-3/4
3 4-3/4 20-3/4 4-1/2
3-1/2 20-1/2 3-5/8
7 3-1/2 14-5/8 3-3/4
7 3-1/2 18-1/8
1
10 2
7 23-1/2 11-1/8 3-3/4
3/4
3
1
2-1/2 9-3/8 3-7/8
1
2
2
2-3/8
1
1
6-1/8
1-1/4 4 1 7
7
7/8 4 7/8
4
5-1/4
1 7/8 3 7/8 6-1/8
27/8 7/8
3/4
5/8 4-1/212 2-1/16 8-1/8 2-3/4 1-1/2 1 5/8 2
2
TDX20
HD2A
HD5A
HD8A
HD10A
HD20A
TDX6 HD6A
TDX14 HD14A
TDX2
TDX5
TDX8
TDX10 0.134
0.139
0.109
0.140
0.133
0.141
0.128
CodeRef.
To StudTo Sill Plate
BoltsAnchor Bolts
Min.RequiredBolt End
Distance5
Allowable Tension Loads (Lbs.)1,2,3
DF-L / SPMininum
WoodMember Size
Dimensions Bolt Schedule4
SteelGauge
USP
Stock No.11
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
D
F
HI
G
37
Hold
ow
ns
1-800-328-5934 • www.USPconnectors.com38
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
continued on next page1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Holdowns – UPHD series
Engineered for high capacity with minimum deflection and low eccentricity.
Materials: 10 gaugeFinish: USP primerCodes: ESR-1575, FL11838, LA City RR 25756
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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 fastenersspecified shall not be considered to attach shim to post. Shim shall be a structural material equalor better than the post material. Consult a designer or an engineer of 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. 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.• Post may be shimmed provided the shim acts as a single unit with the post. Holdown fastenersspecified shall not be considered to attach shim to post. Shim shall be a structural material equalor better than the post material. Consult a designer or an engineer of record for appropriate fastening of shim.
Typical UPHDinstallation
DF-L / SP S-P-F
Ref. No. W H D CL Qty Dia. Qty 160% ∆ (in)3,5 160%
UPHD8 -- -- 10 3-1/4 17-1/4 3-1/8 1-3/8 1 7/8 24 9165 0.157 7695
UPHD11 HHDQ11-SDS2.5 7 3 15-1/8 3-1/2 1-1/2 1 1 24 14395 0.077 12090 UPHD14 HHDQ14-SDS2.5 7 3 18-3/4 3-1/2 1-1/2 1 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˝. Consult USP for installations less than 3˝. New products or updated product information are designated in red.
USPStock No.
SteelGauge
Dimensions Fastener Schedule
Anchor Bolts2
3, F21, R11
CodeRef.
Allowable Loads (Lbs.)1,5,7
WS3 Wood
Screws6
Typical UPHDconcrete
wall installation
CL
D
H
WUPHD
NEWSIZES
Install (1) #4rebar in
shear cone12˝ Min.rebar length
30˝ Min.rebar length
1/2˝ Min. from corner
Typical HPAHD22single pour corner and
endwall installation
Figure 2
USP2141-091
Hold
ow
ns
1-800-328-5934 • www.USPconnectors.com 39
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com
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
Figure 1
Figure 3
Foundation Straps – HPAHD series & PAHD42 continued
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
HPAHD
IDesigned to anchor wood framing to poured concrete foundations.
Materials: See chartFinish: G90 galvanizingCodes: NER 505
nstallation:• Use all specified fasteners. See Product Notes, page 10.• Bending the strap horizontally 90° to facilitate wall placement may cause concretebehind the embedded strap to break away at the top edge (spalling). If the spall is 1˝ orless from the top edge of the concrete, no load reduction is necessary. If the spall isbetween 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.To reducesplitting, use 10d x 11⁄2˝ nails or fill every other hole with 16d common nails. Reduceallowable loads in accordance with code requirements. • Straps are to be installed at the edge of concrete. Install prior to pour by nailing to form.Drive temporary nails through lowest two nail holes into form. Concrete level shouldreach embedment line; minimum embedment depths are listed in chart.• Do not rely on these straps to secure concrete sections together between cold joints;take other measures to transfer the load. If there is a cold joint between slab and foundation, the minimum embedment must be made into the foundation. Fasteningopportunities may be reduced because the slab pour level may be higher than some nailholes. Using fewer fasteners will reduce allowable loads. Reduce allowable load by thecode capacity for each fastener not installed.• Allowable loads based on a minimum concrete compressive strength of 2,500 psi at 28days, with one #4 horizontal rebar in the shear cone. Rebar should be a minimum lengthof 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 on the outside of the sheathing, versus directly to the framing members. For more information,visit USP’s Web Site www.USPConnectors.com/techbulletins.html and referenceHPAHD/STAD Strap Anchors Installed Over Shear Wall Diaphram Shearing document.• Strap may be bent one complete cycle to aid installation.
continued on next page
Embedmentline
W
H1
H2
D
PAHD42
Embedmentline
W
H1
H2
D
H1
W
H2
D
Embedmentline
HPAHD22-2P
H1
H2
D
W
HPAHD22 form boardinstallation
Hold
ow
ns
1-800-328-5934 • www.USPconnectors.com40
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Foundation Straps – HPAHD series & PAHD42 continued
Typical HPAHD22-2Pdouble pour edge
installation
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
Figure 4 Figure 5
Allowable Loads (Lbs.) 1
DF-L /SP
Uplift
Ref. No. W H1 H2 D Type 160%
68
6
8
68
6
86
8
68
12 16d3 3535
24 16d 409512 16d3 3535
24 16d 4095
6
86
8
68
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.
Fastener
Schedule 2
CodeRef.
L5
Single Pour - 8˝ min from corner
MinQty4
EDGE INSTALLATION - 2500 psi Concrete
HPAHD22 HPAHD22
Figure 5
Dimensions
StemwallWidth
USPStock No.
SteelGauge
InstallationType
8
Figure 2 & 34-1/86
6-1/4 Figure 4
Figure 44-1/8
10 2-1/16 26-1/4 14
1010 2-1/16 24-3/4
Double Pour Edge Installation - 1/2˝ min from corner
Figure 4
10
6-3/812 2-1/16
HPAHD22-2P 10 2-1/16
2-1/16
23
5-3/4 Figure 516-5/8 6-3/8
HPAHD22
16-5/8
24-3/4
Double Pour Edge Installation - 8˝ min from corner
4-1/8 Figure 5
6-1/4
16d
PAHD42 PAHD42 12 2-1/16
5-3/4
HPAHD22
PAHD42 PAHD42 12 2-1/16
HPAHD22 10 1024-3/4
HPAHD22-2P HPAHD22-2P
10 2-1/16
10 2-1/16
PAHD42 PAHD42 12 2-1/16
3065
HPAHD22 HPAHD22
4-1/8 Figure 1
HPAHD22
24-3/4 10
16-5/8 6-3/8
16d 4990
16d 3065
16d 4990
16d 5170
2220
Single Pour Installation - 1/2˝ min from corner
26-1/4 14
CORNER INSTALLATION - 2500 psi Concrete
HPAHD22-2P
PAHD42 PAHD42 5-3/4 Figure 2 & 3
16d 2220
16d 4095
16d 4095
16-5/8
20
24
14
20
18
24
14
6-3/8 5-3/4 Figure 1 16d15
Install (1) #4rebar in
shear cone
12˝ Min.rebar length
Edge distance 1/2˝ Min. from corner
Typical STAD10corner installation
The coined dimples below the embedment line allow for increased concrete bonding.These holdowns retain high uplift capacity even when installed at corners of foundationstemwalls. Ideal for use with built up 2x end posts.
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
Installation:• Use all specified fasteners. See Product Notes, page 10. 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 concretebehind the embedded strap to break away at the top edge (spalling). If the spall is 1˝ orless from the top edge of the concrete, no load reduction is necessary. If the spall isbetween 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. To reducesplitting, use 10d x 11/2˝ nails or fill every other hole with 16d common nails. Reduceallowable loads per code requirements accordingly.• These straps do not secure concrete sections together at cold joints; take other measures to transfer the load. If there is a cold joint between slab and foundation, the minimum embedment must be made into the foundation. Fastening opportunities may bereduced because the slab pour level may be higher than some nail holes. Using fewerfasteners 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) when resisting 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 outsideof the sheathing, versus directly to the framing members.• Strap may be bent one complete cycle to aid installation.
W
L
IE
CS
D
USP2141-091
Hold
ow
ns
1-800-328-5934 • www.USPconnectors.com 41
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Foundation Straps – LSTAD & STAD series
continued on next page
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
30˝ Min.rebar length
12˝ Min.rebar length
Typical STAD14RJcorner rim
joist installation
2x embedment length,+ 12˝ Min. rebar length
Typical STAD10edge installation
W
L1
L
2 1/4˝
TA
Foundation Straps – TA series
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Typical TAstud to foundation
installation
1-800-328-5934 • www.USPconnectors.com
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 2x 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 10.• 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
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
42 1-800-328-5934 • www.USPconnectors.com
Hold
ow
ns
Ref. No. Qty Type W L lE D CS 1/2˝ 1-1/2˝ lE 1/2˝ 1-1/2˝ lE 1/2˝ 1-1/2˝ lE
6
86
8
68
68
6 3625 3625 3625
8 4305 4305 43056 3625 3625 3625
8 4305 4305 4305
6 4960 4960 49608 5850 5850 5850
6 4960 4960 4960
8 5850 5850 5850
1) Specified nails are 16d sinker nails. 10d common nails may be substituted with no load reduction.
4) RJ after the model indicates STADs for rim joist applications as in STAD8RJ. 5) 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. 6) STAD14RJ with 17˝ clear span, use (30) 16d sinker nails for a maximum (lE) load of 5040 lbs. 7) Where fewer fasteners are used in the structural wood member, reduce loads according to the code. 8) For two pour with 4" slab or less, install STAD14 and use STAD10 loads.
4960 4960
3270 3270
3270 3270
4960 4960
4960 4960
3270 3270
4960 4960
2225 3220
3270 3270
3270 3270 3270
2225 3220 22252225 2225 3220 2225
3270 3270 3270 3270
2225 2225 3220
3270 3270 3270 3270 3270 3270 3270
3220 2225 2225 3220
4960 4960
4960 4960
3270 3270
3270 3270
2225
3270 3270
3270 3270
2225
STAD14RJ6 STHD14RJ 38
STAD14 STHD14 12
12
STAD10RJ STHD10RJ 28
STAD10 STHD10
LSTHD8
14
STAD8RJ STHD8RJ
STAD8 STHD8
5
Dimensions
14 3 21-5/8 8 524
SteelGauge
4-5/8
18-1/8
12 3 21-5/8 824 5 4-5/8
3 35-1/8
1-5/8
12 3 35-1/8 8
28
5 18-1/816d Sinker24
16-1/8
12 3
12 3 36 10
21-5/8 10 5
USPStock No.4
3 32-1/8 1438
8 LSTAD8RJ LSTHD8RJ 24
LSTAD8
2) Wood thickness shall be no less than 2˝. 3) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.
5 4-5/8
5 12-1/83 39-5/8 14
Allowable Tension Loads (160%)3
Edge Distance - Concrete
DF-L / SP
Min. Stemwall
Fastener
Schedule1,2
16d Sinker
16d Sinker
16d Sinker
CodeRef.
L816d Sinker
16d Sinker
16d Sinker
16d Sinker
2000 psi 2500 psi 3000 psi
5
continued on next page
Purlin Anchors – HPA, PA, PAI, PAT series, & PATM25
431-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
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, PAT, & PATM series – For installation into poured concrete or concrete blockwalls and foundations. The PAT’s 90° “wrap” design allows for fastening to the sideof the purlin which reduces member splitting. The PATM is sized for concrete blockwall installation.
PAI series – For wood I-Joist applications. An expanded 3˝ on-center nail spacingreduces splitting along I-Joist flange.
Materials: HPA – 10 gauge; PA, PAT, PATM, & PAI – 12 gaugeFinish: G90 galvanizing
Options: PA18, PA28 & PA35 are available in Triple Zinc. To order, add TZ to end of stock number, as in PA18-TZ.
Codes: NER 505, ER-2725
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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, & PAT series, 6˝ for HPA series,and 5˝ for PATM25. • Minimum concrete block edge distance is 20˝.• Designer may specify alternate fastening schedules. Refer to Nail SpecificationTable on page 14 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
2 1/16˝
9 3/8˝
28 7/8˝
PATM25
2 1/16˝
4 1/2˝
1 1/2˝
7 5/8˝
L
PAT
L
2 1/16˝
PAI
continued on next page
Uplift3 Uplift3 Uplift3 Uplift3
W L L1 Qty Type 160% Qty Type 160% Qty Type 160% Qty Type 160%
TA41 -- -- 38-1/4 17-5/8
TA51 PA51 48-1/4 TA61 -- -- 58-1/4
TA71 PA68 68-1/4
TA41 -- -- 38-1/4 17-5/8
TA51 PA51 48-1/4
TA61 -- -- 58-1/4 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. New products or updated product information are designated in red.
CodeRef.
L5
1950 1/2 1/26
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.
2-1/16
2-1/16 2 3
NAIL Uplift Values & Schedules for Rim Joist Sizes Below
3230
1905 32308 14 1616d x 2-1/2 16d x 2-1/2 16d x 2-1/22385 16d x 2-1/210
22-1/8
22-1/8
24751340 41/2 1/2
3230
FastenerSchedule1,2
FastenerSchedule1,2
FastenerSchedule 1,2
FastenerSchedule1,2
Bolts must be ordered separately. See page 20
for available sizes.
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com
Hold
ow
ns
USP2141-091
44 1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
Diaphragm to wall anchorage using embeddedstraps may need to be hooked around the concrete or masonry wall reinforcing steel.UBC 1633.2.8, IBC 1620.2.1.
Nails Bolts2Nails Bolts2
Ref. No. L Qty Nail Qty Dia. 160% 160% 160% 160%
Max Capacity2x & 3x Ledger
4x Ledger
Max Capacity2x & 3x Ledger
4x Ledger
Max Capacity2x & 3x Ledger
4x LedgerMax Capacity
2x & 3x Ledger
4x LedgerMax Capacity
2x & 3x LedgerMax Capacity
2x & 3x Ledger
Max Capacity2x & 3x Ledger
Max Capacity2x & 3x Ledger
Max Capacity
2x & 3x Ledger4x Ledger
Max Capacity2x & 3x Ledger
4x Ledger
Max Capacity2x & 3x Ledger
4x LedgerMax Capacity 2475
2x & 3x Ledger
4x Ledger 2270Max Capacity 3700
2x & 3x Ledger 35104x Ledger 3095
Max Capacity
2x & 3x Ledger4x Ledger
Max Capacity2x & 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.
L5
CodeRef.
L5
L5
L5
L3
1/2
1/2
1/2
1/2
16d
-- --
-- --10d x 1-1/2
16d
16d
16d
16d
4
Masonry
Min Qty8
Fastener Schedule7
DF-L / SP
MinimumEmbedment
Con
cret
e
Mas
onry
Allowable Loads (Lbs.)1,3
Concrete
3035
3035
2060
6 303516d
16d
3
16d
16d
3035
3035
3035
3035
3035
3035
1855
3035
3035
3035
3035
3035
-- --
-- --
-- --
-- --
3035
3700
-- --
-- --
-- --
-- --
2475
3700
4280
15
15
23 4
4
13
4280
1/2
1/2
26 -- --
-- --
18 -- --
24
10d x 1-1/2
5055
3105
3
3105
1/2
1/2
1/2
3035
3105 3035
2260
3035
3105
3105
3105
3105
3105
15 4 3700
8 2060 22602
3
4
6
6
8
8
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
PATM25 -- -- 28-7/8 6
PAT35 -- -- 35 4
4
PAT28 -- -- 29 4
PAT18 -- --
PA28
PAT23 -- --
PA28
PA35 PA35
PA23 PA23 23-3/4 4
USPStock No.
PA18 18-1/2 PA18
NailerSize
Nails4,5,6Bolts
22603035 303522601/2
4 6
15 4
3700
3035
3265 3035
3700 30353700
3700
14
18-1/2
29 4 6
35 4 6
23-3/4
6
6 12 2
15
6
6
6
16d
16d
23 4 5425
10d x 1-1/2
1/2
-- --
-- --
12 -- --10d x 1-1/2
Bolts must be ordered separately. See page 20
for available sizes.
1-800-328-5934 • www.USPconnectors.com
Purlin Anchors – HPA, PA, PAI, PAT series, & PATM25 cont.©
Co
pyrig
ht 2009 U
SP
Stru
ctural C
on
necto
rs®
1-800-328-5934 • www.USPconnectors.com
Hold
ow
ns
4 Min. concrete20˝ Min. concrete block
edge distance
Ledger
#4 rebarmin.
4˝ PA, PAI, PAT6˝ HPA5˝ PATM
Typical PAI I-Joist purlinface installation
Typical PA holdowninstallation
Typical PA purlininstallation
2 1/2˝
1 3/4˝
L
DW
CL
Cold Formed Steel Holdowns – HTT14S, LTS20B, & TDS series
Typical TDL5interior installation
USP2141-091
Hold
ow
ns
1-800-328-5934 • www.USPconnectors.com 45
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com
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 10 .• 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.
L2
USPStock No.
Dimensions
Nails
CodeRef.
Fastener Schedule4,5 Allowable Loads (Lbs.)1,2,3
Uplift
SteelGauge
DF-L / SP
955 1105
Bolts
Strap
Typical TDL10embedded interior
installation
4˝ Min.
Bolts must be ordered separately. See page 20
for available sizes.
HTT14S
LTS20B
Narrow width
allows for easy fit
insidestud
section
STBAnchors
Boltpages25-26
CLD
L3 3/4˝
6 1/4˝
W
1/4˝ transfer
plateTypical cold-formed steel installation
(TD8S product shown)
NEWLTS20B – 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 single piece, 3-ply base, formedtension tie.
Materials: See chartFinish: TDS models – USP primer,
HTT14 and LTS20B – G90 galvanizing
Installation:
• Use all specified fasteners. See Product Notes, page 10.• See STB series, pages 25-26, 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 16 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 133% 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 red.
CodeRef.
To Stud
Screws
110
Fastener Schedule
USPStock No.
Steel Gauge Dimensions
Anchor Bolts
To Sill Plate
Allowable Tension Loads (Lbs.)1,2,3,4
2-33 mil (2-20ga)Back-to-Back Studs
2-43 mil (2-18ga)Back-to-Back Studs
2-54 mil (2-16ga)Back-to-Back Studs
Caps &
Bases
46
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1-800-328-5934 • www.USPconnectors.com
KCCKECCQ KECC
KLCC
EPB
CBS KCBQ KCBCBE
PA PA(E) PAU
WAS
EBG44-TZ
D
CPB
EPCM
KCCQ
PB
WE
CBSQ
Post Anchors . . . . . . . . . . . . . . . . . . Page 47• PA, PA(E), & PAU SeriesAdjustable wood to concrete post base with 1˝ stand-off fastens withanchor bolt.
Wet Post Anchors . . . . . . . . . . . . . . Page 48• 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 49• EBG44-TZ & EPB Series Elevated post bases with tube support allowing for up to 1˝ clearance.
Post Anchors . . . . . . . . . . . . . . . . . . Page 50• D SeriesLight capacity post anchor nails to post and base.
Column Bases . . . . . . . . . . . . . Pages 50-52• CBSQ SeriesHigh capacity column base with 1˝ stand-off fastens to column with WSWood Screws.
• CBS SeriesHigh capacity column base with 1˝ stand-off bolts to column.
• KCBQ SeriesHigh capacity column base fastens to column with WS Wood Screws.
• CBE SeriesLight capacity column base bolts or nails to column.
• KCB SeriesHigh capacity column base bolts to column.
Post Caps . . . . . . . . . . . . . . . . . Pages 53-55• EPCM & PCM Series Medium-capacity post to beam connector.
• BC, C, PB, PBES, & PBS SeriesLight-capacity post to beam connector.
• PBC SeriesLight-capacity corner post to beam connector.
Composite Post Bases . . . . . . . . . . Page 55• CPB SeriesElevated post base to avoid moisture from ground contact.
Lally Column Caps . . . . . . . . . . Page 55-56• KLCC SeriesConnects lally columns to beams.
Column Caps . . . . . . . . . . . . . . Pages 56-58• KCCQ & KECCQ Series
Heavy-capacity column to beam connector fastens to column and beam
with WS Wood Screws.
• KCC & KECC SeriesHeavy-capacity column to beam connector bolts to column and beam.
PBCPBESBC PBS
1-800-328-5934 • www.USPconnectors.com
Caps & Bases
CPCM
USP2141-091
Caps &
Bases
1-800-328-5934 • www.USPconnectors.com 47
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
® Typical PA44Einstallation
Post Anchors – PA, PA(E), & PAU series
2˝
2 3/4˝
H
LW
PA
PAU
PAUcross-section
Stand-off plate
Washer
Base
Bolts must be ordered separately. See page 20
for available sizes.
Typical PAinstallation
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.
GOLDCOAT
AVAILABLE IN
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, Dade County, FL 07-0306.06
Installation: • Use all specified fasteners. Install with supplied washer. See Product Notes, page 10.• 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 mini-mum 4˝ embedment into 2000 psi concrete. A minimum 2˝ edge distance is required to achieve allowableloads.• For hardened concrete or retrofit installations – use 5/8˝ diameter threaded rod with USP’s CIA-EAor CIA-GEL 7000 adhesive, follow installation instructions.
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 -- -- 10, L6, F16
4 x 4 Rough PA44R AB44R 18 12 4-1/16 3-1/2 4 1 1/2 12 16d -- -- -- -- 5135 380 -- -- 10, F16 4 x 6 PA46 AB46 18 12 3-9/16 3-1/2 5-1/2 1 1/2 14 16d -- -- -- -- 6285 505 -- -- 10, F16
4 x 6 Rough PA46R AB46R 18 10 4-1/16 3-1/2 6 1 1/2 14 16d -- -- -- -- 6285 505 -- -- 10, F16
6 x 6 PA66 AB66 18 12 5-9/16 3-1/2 5-1/2 1 1/2 16 16d -- -- -- -- 6950 470 -- -- 10, F16 6 x 6 Rough PA66R AB66R 18 12 6-1/16 3-1/4 6-1/16 1 1/2 16 16d -- -- -- -- 6950 470 -- -- 10, F16
7-1/4 x 7-1/4 PA725 -- -- 16 12 7-5/16 4 7-5/16 1 1/2 16 16d -- -- -- -- 6950 555 -- -- 130 8 x 8 PA88 -- -- 18 12 7-9/16 3-5/8 7-3/8 1 1/2 16 16d -- -- -- -- 7540 650 -- -- 130
8 x 8 Rough PA88R -- -- 18 12 8-1/16 3-5/8 8 1 1/2 16 16d -- -- -- -- 7540 650 -- -- 130
PA44E ABE44 6 16d PA44E-GC -- -- 6 N16C-GC
PA46E ABE46 8 16d
PA46E-GC -- -- 8 N16C-GC PA66E 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
4 x 6 PAU46 ABU46 10 12 3-9/16 6 5 1 5/8 12 16d 2 1/2 13815 2535 2265 6
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 8 x 8 PAU88 ABU88 12 12 7-1/2 7-3/16 7-1/16 2 5/8 14 16d -- -- -- -- 24900 3185 -- -- 6
8 x 8 Rough PAU88R ABU88R 12 12 8-1/16 6-15/16 7-1/16 2 5/8 14 16d -- -- -- -- 24900 3185 -- -- 6
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. New products or updated product information are designated in red.
825
1060
-- --
-- --
Post/Column Size
CodeRef.
6775 990
Nails Bolts
-- --3-9/16 3-1/2 3-1/2
1
1 -- -- 16005
13815
12 5-1/2 3-1/2 5-1/2
12 3-9/16 3-1/2 5-1/2 4 x 6
6 x 6
18
18
14
4 x 4 1 1/216
Allowable Loads (Lbs.)4
Uplift1DF-L / SP
USPStock No.
Dimensions Fastener Schedule2,3
Post
Steel Gauge
Stand-off
Plate
Anchor Bolt
10, L6, F16
130
10, F16
5/8
5/8
-- --
-- --
-- -- -- --
-- --
Caps &
Bases
1-800-328-5934 • www.USPconnectors.com48
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®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, ICBO 2039
Installation:• Use all specified fasteners. See Product Notes, page 10. • 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
Bolts must be ordered separately. See page 20
for available sizes.
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 postheights above concrete floors or footings. By eliminating post-to-concretecontact, 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
Codes: NER 505, L.A. City RR 25303
Installation:• Use all specified fasteners. See Product Notes, page 10.• These post bases allow installers to pre-align posts and preset postheights 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 3-9/16 3 3 8 8 16d 1115 1075 3045 1140
4 x 4 EPB4412 EPB44-12 3-9/16 3 3 12 8 16d 1115 1075 3045 1140
4 x 6 EPB4608 EPB46 3-9/16 5 3 8 12 16d 2330 1695 3045 1560 4 x 6 EPB4612 EPB46-12 3-9/16 5 3 12 12 16d 2330 1695 3045 1560
6 x 6 EPB6608 EPB66 5-9/16 5 3-3/16 8 12 16d 2330 1695 4665 1560 6 x 6 EPB6612 EPB66-12 5-9/16 5 3-3/16 12 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 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.
Dimensions Allowable Loads (Lbs.)
DF-L / SP
Fastener
Schedule3
PostSize
CodeRef.
L5
USPStock No.
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.
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.
USP2141-091
Caps &
Bases
1-800-328-5934 • www.USPconnectors.com 49
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Caps &
Bases
1-800-328-5934 • www.USPconnectors.com50
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
3˝ Min. edgedistance
1˝ standoff
D series – Secures nominal sized posts to wood surfaces for light-duty applications.
Materials: 18 gaugeFinish: G90 galvanizing
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 18 3-9/16 2-1/2 3-3/8 8 16d 4 16d 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 4 x 6 Rough D46R -- -- 18 4 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 D88 BC80 18 7-1/2 3 7-3/8 12 16d 5 16d 1020 1095 715 855 920 600
8 x 8 Rough D88R BC80R 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. New products or updated product information are designated in red.
CodeRef.
2, F20,R12
S-P-F
Allowable Loads (Lbs.)
USPStock No.
SteelGauge
Dimensions
DF-L / SP
Fastener Schedule1
Post Base
L
H
W
D
Typical D installation
Column Bases – CBSQ seriesThese column bases install using USP’s WS2-HDG Wood Screws,reducing installation time and cost. Designed for high uplift in highwind or seismic applications. Includes a stand-off plate to protectthe wood from ground contact moisture.
Materials: See chartFinish: G-185 galvanizing
Installation:• Use all specified fasteners. See Product Notes, page 10.• WS2-HDG Wood Screws, 1/4˝ dia. x 2˝ long, are supplied withCBSQ Bases.• 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 (notfixed or fastened at top) applications. These bases are notdesigned to resist overturning (moment) loads.
Ref. No. Strap Base W1 W2 H L 133% 160%
4 x 4 CBSQ44-TZ CBSQ44-SDS2 10 16 3-9/16 3-1/2 8-3/4 2-1/4 (14) WS2-HDG 6775 5710 6855
4 x 6 CBSQ46-TZ CBSQ46-SDS2 10 12 3-9/16 5-7/16 8-3/4 2-1/4 (14) WS2-HDG 13815 5710 6855 6 x 6 CBSQ66-TZ CBSQ66-SDS2 10 12 5-1/2 5-7/16 8-3/4 3 (14) WS2-HDG 16005 5710 6855
1) Allowable loads are based on 1997 NDS®. 2) Uplift Loads have been increased 33-1/3% or 60% for wind and seismic loads, no further increase shall be permitted. 3) WS2-HDG Wood Screws are 1/4˝ x 2˝ and are included with CBSQ Column Bases. 4) Concrete compressive strength shall be 2,000 psi or greater at 28 days.
Steel Gauge Dimensions Allowable Loads (Lbs.)1
Bearing100%
DF-L / SP
ColumnSize
Fastener
Schedule3,4
USPStock No.
Uplift2
Post Anchors – D series
CBSQ44-TZ
Typical CBSQ44-TZinstallation
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 10.• 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.
USP2141-091
Caps &
Bases
51
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
A heavy, riveted design, the CBS Column Bases include a stand-off plate to protect the wood column from ground contact moisture.
Materials: See chart Finish: G90 galvanizing
Options: CBS44 is available in Hot-dip galvanized.To order, add HDG to stock number, as in CBS44-HDG.
Codes: NER 608
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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.• All models require a minimum edge distance of 3˝.• Bolted models feature diamond holes for temporary nail fastening to facilitate drilling and bolting.• Embed the column base until the concrete surface meets the bottom edge of the stand off plate.
1˝standoff
3˝
7 3/16˝
H
W1
W2
L
CBS
Typical CBS installation
Bearing Uplift1
Ref. No. Strap Base W1 W2 H L Qty Bolt 100% 160% 4 x 4 CBS44 CBS44 10 16 3-9/16 3-1/2 8-3/4 2-1/4 2 5/8 6775 5525 4 x 6 CBS46 CBS46 10 12 3-9/16 5-7/16 8-3/4 2-1/4 2 5/8 13815 5525
6 x 6 CBS66 CBS66 10 12 5-1/2 5-1/2 8-3/4 3 2 5/8 16005 6700
1) Uplift Loads have been increased 60% for wind and seismic loads, no further increase shall be permitted. 2) Bolts shall conform to ASTM A 307 or better. 3) Concrete compressive strength shall be 2,000 psi or greater at 28 days.
L8
ColumnSize
USPStock No.
DF-L / SPFastener
Schedule2,3
CodeRef.
Steel Gauge Dimensions Allowable Loads (Lbs.)
KCBQ66
W2
W1
8˝
H
L
3˝ Min. edge distance
Typical KCBQ66 installation
Column Bases – KCBQ series
These column bases install using USP’s WS Wood Screws, reducing installation timeand cost. Wood screws provide a lower profile than bolts and maintain the wood crosssection of the post. Designed for high uplift in high wind or seismic applications.
Materials: 7 gaugeFinish: G90 galvanizingCodes: ICBO 2725
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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˝.• Embed column base with bottom of base plate flush to concrete.
Ref. No. Strap Base W1 W2 H L 133% 160%
4 x 4 KCBQ44 CBQ44-SDS2 7 7 3-9/16 3-1/2 8-5/8 2 (12) WS2 5010 5535
4 x 6 KCBQ46 CBQ46-SDS2 7 7 3-9/16 5-1/2 8-5/8 2 (12) WS2 5010 5535
6 x 6 KCBQ66 CBQ66-SDS2 7 7 5-1/2 5-1/2 8-5/8 3 (12) WS2 5010 5535
1) Allowable loads are based on the 1997 NDS®. 2) Uplift loads have been increased 33-1/3% or 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) Concrete compressive strength shall be 2,000 psi or greater at 28 days.
ColumnSize
USPStock No.
Steel Gauge Allowable Loads (Lbs.)1
Uplift2
Dimensions
Fastener
Schedule 3,4
DF-L / SP
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.
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.
Column Bases – CBS series
Bolts must be ordered separately. See page 20
for available sizes.
1-800-328-5934 • www.USPconnectors.com
Caps &
Bases
1-800-328-5934 • www.USPconnectors.com52
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
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.
CBE – 12 gauge base for carports, patios, or other residential framing.
KCB – Provides high structural capacity and rugged performance.
Materials: See chartFinish: CBE & KCB (5/8˝ bolt models) – G90 galvanizing;
KCB (3/4˝ bolt models) – USP primerOptions: KCB models available in rough/ full sizes.
KCB44, KCB46, KCB48, KCB66, KCB68, KCB88, KCB1010, & KCB1212 are available in Hot-dipgalvanized. To order, add HDG to stock number, as in KCB44-HDG.
Codes: NER 530
Installation:• Use all specified fasteners. See Product Notes, page 10.• Not recommended for fence posts or other unrestrained (not fixedor fastened at top) applications. These bases are not designed toresist overturning (moment) loads.• All models require a minimum edge distance of 3˝.• Bolted models feature diamond holes for temporary nail fastening tofacilitate drilling and bolting. • Embed column base with bottom of base plate flush to concrete.
W2
3 3/16˝
L
H
7˝
W1
CBE
Column Bases – CBE & KCB series
Bolts Nails
Column Size Ref. No. Strap Base W1 W2 H L Qty Type Qty Type 160% 160%
4 x 4 CBE44 LCB44 12 12 3-9/16 3-1/2 7-1/2 2 2 1/2 12 16d 4380 2820 L6
4 x 4 Rough CBE44R LCB44R 12 12 4-1/16 3-1/2 7-1/2 2 2 1/2 12 16d 4375 2820 130 4 x 6 CBE46 LCB46 12 12 3-9/16 5-1/2 7-1/2 2 2 1/2 12 16d 4370 2820 L6
6 x 6 CBE66 LCB66 12 12 5-1/2 5-1/2 7-1/2 2 2 1/2 12 16d 4360 2820 L6 6 x 6 Rough CBE66R LCB66R 12 12 6 6 7-1/2 2 2 1/2 12 16d 4360 2820 130
4 x 4 KCB44 CB44 7 7 3-9/16 3-9/16 8-7/8 2 2 5/8 -- -- -- -- 7090 -- -- L6
3-1/2 x 5-1/4 KCB45 -- -- 7 7 3-9/16 5-3/8 8-7/8 2 2 5/8 -- -- -- -- 7085 -- -- L6 4 x 6 KCB46 CB46 7 7 3-9/16 5-1/2 8-7/8 2 2 5/8 -- -- -- -- 7080 -- -- L6
4 x 8 KCB48 CB48 7 7 3-9/16 7-1/2 8-7/8 2 2 5/8 -- -- -- -- 7070 -- -- L6 5-1/4 x 5-1/4 KCB55 -- -- 7 7 5-3/8 5-3/8 8-7/8 3 2 5/8 -- -- -- -- 7090 -- -- L6
5-1/4 x 7 KCB57 -- -- 7 7 5-3/8 7 8-7/8 3 2 5/8 -- -- -- -- 7080 -- -- L6
6 x 4 KCB64 CB64 7 7 5-1/2 3-1/2 8-7/8 3 2 5/8 -- -- -- -- 7095 -- -- 130 6 x 6 KCB66 CB66 7 7 5-1/2 5-1/2 8-7/8 3 2 5/8 -- -- -- -- 7085 -- -- L6
6 x 8 KCB68 CB68 7 7 5-1/2 7-1/2 8-7/8 3 2 5/8 -- -- -- -- 7080 -- -- L6 6 x 10 KCB610 -- -- 7 7 5-1/2 9-1/2 8-7/8 3 2 5/8 -- -- -- -- 7075 -- -- L6
6 x 12 KCB612 -- -- 7 7 5-1/2 11-1/2 8-7/8 3 2 5/8 -- -- -- -- 7070 -- -- L6
7 x 3-1/2 KCB74 CB7-1/8-4 3 7 7-1/8 3-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- L6 7 x 5-1/2 KCB76 CB7-1/8-6 3 7 7-1/8 5-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- L6
7 x 7 KCB77 CB7-1/8-7 3 7 7-1/8 7-1/8 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- L6 8 x 6 KCB86 CB86 3 7 7-1/2 5-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- 130
8 x 8 KCB88 CB88 3 7 7-1/2 7-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- L6
8 x 10 KCB810 -- -- 3 7 7-1/2 9-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- L6 8 x 12 KCB812 -- -- 3 7 7-1/2 11-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- L6
10 x 10 KCB1010 CB1010 3 7 9-1/2 9-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- L6 10 x 12 KCB1012 CB1012 3 7 9-1/2 11-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- L6
12 x 12 KCB1212 CB1212 3 7 11-1/2 11-1/2 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- L6
5-1/8 glulam KCB5 -- -- 3 7 5-1/4 specify 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- L6
6-3/4 glulam KCB7 -- -- 3 7 6-7/8 specify 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- L6 8-3/4 glulam KCB9 -- -- 3 7 8-7/8 specify 9-3/4 3 2 3/4 -- -- -- -- 8185 -- -- L6
1) Uplift Loads have been increased 60% for wind and seismic loads, no further increase shall be permitted. 2) All bolts shall meet or exceed the specifications of ASTM A 307. 3) Minimum nail embedment shall be 1-5/8˝ for 16d nails. 4) Concrete compressive strength shall be 2,000 psi or greater at 28 days. 5) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined.
Nails
Allowable Loads (Lbs.)5
CodeRef.
Glulam Sizes
USPStock No.
Steel Gauge Dimensions
Uplift1DF-L / SP
Fastener Schedule2,3,4
Bolts
Typical CBEinstallation
2˝ or 3˝Min.edge distance
W2
W1
L
H
8˝
3˝
KCB
Bolts must be ordered separately. See page 20
for available sizes.
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
PCM4516 -- -- 3-1/2 5-1/4 3-9/16 5-5/16 3-9/16 2-7/16 12-3/4 9 1300 1480 1100 1300 1480 1100 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
PCM4716 -- -- 3-1/2 7x 3-9/16 7-1/8 3-9/16 2-7/16 14-9/16 10-13/16 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
PCM5416 -- -- 5-1/4 3-1/2 5-5/16 3-9/16 3-5/8 3-13/16 11 7-1/4 1300 1480 1100 1300 1480 1100 PCM5516 -- -- 5-1/4 5-1/4 5-5/16 5-5/16 3-5/8 3-13/16 12-3/4 9 1300 1480 1100 1300 1480 1100
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 PCM75 -- -- 7-1/8 5-1/4 7-1/8 5-5/16 3-11/16 5-5/8 12-3/4 10 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,F11
CodeRef.
PCM EPCM
Dimensions Allowable Loads (Lbs.)
USPStock No.
DF-L / SP
PCM – Provides a positive connection for medium-duty, post-to-beam applications.
EPCM – End column caps.
Materials: See chartFinish: G90 galvanizing
Options: PCM44, PCM4416, PCM46, PCM4616, PCM66, PCM6616, EPCM4416, & EPCM4616 are available in Triple Zinc. To order, add TZ to stock number, as in PCM44-TZ. To order for end post applications, add E to the beginning of the part number, as in EPCM4416.
Codes: ESR-1781, FL816
Installation:• Use all specified fasteners. See Product Notes, page 10.• PCM_16 post caps should not be substituted for PCM_12 postcaps 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
EPCMRef. 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
USP2141-091
Caps &
Bases
1-800-328-5934 • www.USPconnectors.com 53
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Caps &
Bases
1-800-328-5934 • www.USPconnectors.com54
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
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 BC400-TZ BCS2-2/4 18 3-9/16 3-1/8 2-3/8 3 3-5/16 -- -- 8 16d 8 16d -- -- -- -- -- -- 120
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 BC46R 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
8 x 8 Rough C88R -- -- 18 8 8 5 5 7-3/8 7-3/8 16 16d 16 16d 1125 2525 2525 2, F20, R12
PB44-6TZ 2 LPC4 640 1000 400 5, F11
PB44-6GC2 -- -- 640 1000 400 5, F11
PB66-6TZ 2 LPC6 640 1000 400 5, F11
PB66-6GC2-- -- 640 1000 400 5, F11
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 5, F11
6 x 6 PBES662 ACE6 18 1-1/2 -- -- 2-3/8 2-1/8 5-1/2 7 8 16d 8 16d 1755 1275 1010 5, F11
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 5, F11
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 5
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 5, F11
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 5
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 nails. New products or updated product information are designated in red.
16d 82-1/2 3 5-9/16 -- --
4 x 4 - 6
6 x 6 - 6
18 1-1/2
1-1/218 -- --
2-1/8
DF-L / SP
816d8 16d-- --
8 16d
USPStock No.
SteelGauge
1-1/2 3-5/8-- --
Code Ref.
Dimensions Fastener Schedule3
Post Beam
Allowable Loads (Lbs.)1
C44
L1
H1
W1
H2
PB44-6
BC & 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; BC400-TZ,
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.BC400, C44, PBES44, & PBES66, PBS44, & PBS66 areavailable in Stainless steel. To order, add SS to stock number,as in BC400-SS.
Codes: ESR-1280, ESR-1781,L.A. City RR 25749, FL569, FL816, FL11664, Dade County, FL 07-0306.06
Typical PBinstallation
H1 W1L1
L2
H2
Uplift
F1
F2
PBES
Typical PBSinstallation
Post Caps – BC, C, PB, PBES, & PBS series
L2
L1
H1
W1
H2
PBS
Typical PBESinstallation
Typical C44installation
GOLDCOAT
AVAILABLE IN
Typical BC400-TZinstallation BC400-TZ
H2
H1W1
L1W2
Installation:• Use all specified fasteners. See ProductNotes, page 10.• These products are designed to work with sin-gle, 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.
W W
L
Typical PBCinstallation
PBC
Post Beam Corner – PBC series
Typical KLCCinstallation
CPB
Ref. No. W1 W2 Qty Nail
4 x 4 CPB44 CPS4 3-1/4 3-1/4 2.2 4 10d 5235 6545 4 x 6 CPB46 CPS46 3-5/16 5-5/16 3.3 4 10d 6810 9820
5 x 5 CPB55 CPS5 4-1/8 4-1/8 3.0 4 10d 6295 8925 6 x 6 CPB66 CPS6 5-5/16 5-5/16 3.9 4 10d 8570 11600
8 x 8 CPB88 CPS7 7-1/4 7-1/4 6.4 4 10d 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.
130
ConcreteDesign Bearing
Strength 3,4
BottomSurface
Bearing AreaUSP
Stock No.
Dimensions Post BaseAllowableCapacity1,2
FastenerSchedule
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.
Typical CPBinstallation
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 10.• 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
F1 F2 Uplift F1 F2 Uplift
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 8 16d 870 870 1740 750 750 1500
6 x 6 PBC66-TZ -- -- 18 6-15/16 6-1/2 8 16d 8 16d 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.
CodeRef.
130
PostSize
DF-L / SP
USPStock No.
SteelGauge
Fastener Schedule2Dimensions Allowable Loads (Lbs.)1
S-P-FPost Beam
continued on next page
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, UBC 2314
W
H
L
KLCC
USP2141-091
Caps &
Bases
1-800-328-5934 • www.USPconnectors.com 55
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Lally Column Caps – KLCC series
Lally Column Caps connect lally columns to wood beams. Fits 31/2˝ and 4˝ diameter lally columns.
Materials: 12 gaugeFinish: USP primer
Installation:• Use all specified fasteners. See Product Notes, page 10.• Fit KLCC onto lally column. Position wood beam in KLCC saddle and fasten.
Caps &
Bases
1-800-328-5934 • www.USPconnectors.com56
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Typical KECCQ44end cap
installation
KCCQ KECCQ
Ref. No. W1 W2 H KCCQ KECCQ Beam 100% 100% 133% 160%
KCCQ325-4 CCQ3-4SDS2.5 7 3-1/4 3-5/8 6-1/2 11 7-1/2 (16) WS3 (14) WS3 21485 14650 5955 7060
KCCQ325-6 CCQ3-6SDS2.5 7 3-1/4 5-1/2 6-1/2 11 7-1/2 (16) WS3 (14) WS3 21485 14650 5955 7060 KCCQ44 CCQ44SDS2.5 7 3-5/8 3-5/8 6-1/2 11 8-1/2 (16) WS3 (14) WS3 24065 18595 5955 7060
KCCQ46 CCQ46SDS2.5 7 3-5/8 5-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 24065 18595 5955 7060
KCCQ48 CCQ48SDS2.5 7 3-5/8 7-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 24065 18595 5955 7060 KCCQ525-4 CCQ5-4SDS2.5 3 5-1/4 3-5/8 8 13 9-1/2 (16) WS3 (14) WS3 41640 30430 5955 7060
KCCQ525-6 CCQ5-6SDS2.5 3 5-1/4 5-1/2 8 13 9-1/2 (16) WS3 (14) WS3 41640 30430 5955 7060 KCCQ525-8 CCQ5-8SDS2.5 3 5-1/4 7-1/2 8 13 9-1/2 (16) WS3 (14) WS3 41640 30430 5955 7060
KCCQ64 CCQ64SDS2.5 7 5-1/2 3-5/8 6-1/2 11 8-1/2 (16) WS3 (14) WS3 37815 29220 5955 7060
KCCQ66 CCQ66SDS2.5 7 5-1/2 5-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 37815 29220 5955 7060 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 5955 7060
KCCQ68 CCQ68SDS2.5 7 5-1/2 7-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 37815 29220 5955 7060 KCCQ74 CCQ74SDS2.5 3 6-7/8 3-5/8 6-1/2 11 8-1/2 (16) WS3 (14) WS3 46405 35860 5955 7060
KCCQ76 CCQ76SDS2.5 3 6-7/8 5-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 46405 35860 5955 7060
KCCQ77 CCQ77SDS2.5 3 6-7/8 6-7/8 6-1/2 11 8-1/2 (16) WS3 (14) WS3 46405 35860 5955 7060 KCCQ77X 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 5955 7060
KCCQ78 CCQ78SDS2.5 3 6-7/8 7-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 46405 35860 5955 7060
KCCQ86 CCQ86SDS2.5 7 7-1/2 5-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 51565 39845 5955 7060 KCCQ88 CCQ88SDS2.5 7 7-1/2 7-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 51565 39845 5955 7060
KCCQ96 CCQ96SDS2.5 7 8-7/8 5-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 60155 46485 5955 7060 KCCQ98 CCQ98SDS2.5 7 8-7/8 7-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 60155 46485 5955 7060
KCCQ106 CCQ106SDS2.5 7 9-1/2 5-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 65315 50470 5955 7060
1) Allowable loads are based on the 1997 NDS®. 2) Bearing loads are based on 625 psi perpendicular to grain loading; no further increase for duration of load is permitted. 3) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 4) Allowable loads are based on lumber with a specific gravity of 0.50 and a moisture content of 19% or less. 5) WS3 Wood Screws are 1/4˝ x 3˝ long and are included with KCCQ and KECCQ column caps. 6) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 7) The designer shall check post for required loads. 8) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap. 9) Uplift loads do no apply to splice conditions.
Allowable Loads (Lbs.)1,4
Bearing 2 Uplift3,9
Fastener Schedule5
DF-L / SP
USPStock No.
SteelGauge
Columnor Post
Dimensions
L
W1L
H
W2KCCQ44
W1L
H
W2
KECCQ44
Lally Column Caps – KLCC series continued
Ref. No. W H L Qty Type Qty Type DF-L / SP / S-P-F LVL / PSL
KLCC45-35 LCC4.5-3.5 12 4-5/8 4 11-1/2 3 2 x 10-12 8 16d 3-1/2 16000 -- --
KLCC45-4 LCC4.5-4 12 4-5/8 4 11-1/2 3 2 x 10-12 8 16d 4 21000 -- --
KLCC6-35 LCC6-3.5 12 6-1/8 4 11-1/2 4 2 x 10-12 8 16d 3-1/2 16000 -- -- KLCC6-4 LCC6-4 12 6-1/8 4 11-1/2 4 2 x 10-12 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.Girder
Fastener Schedule
Nails5
Column Caps – KCCQ & KECCQ series
Designed to be installed without the need to drill bolt holes, simplifying installation and maintaining the wood cross section. Installs with WS Wood Screws offering high uplift capacity. The wood screws provide a lower profile than bolts.
KCCQ – Standard column cap.
KECCQ – End column cap.
Materials: See chartFinish: USP primer
Options: Straps may be rotated 90° on special order where or the W2 dimension is less thanequal to the W1 dimension.
Codes: ESR-2757, FL819
Installation:• Use all specified fasteners. See Product Notes, page 10.• WS3 Wood Screws, 1/4˝ dia. x 3˝ long, are supplied with KCCQ and KECCQ Column Caps.• Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads 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.
Column Caps – KCC & KECC series
KECC44
H
W1
W2
1 1/4˝
1 1/2˝
2 1/2˝
2 1/2˝
4˝
L
H
W1
W2
L
1 1/2˝
2 1/2˝
4˝3˝
2˝
1 1/4˝
KCC
KCC KECC KCC KECC
Ref. No. W1 W2 KCC KECC KCC KECC Qty Type Qty Type Qty Type 100% 100% 160% 160%
KCC325-4 CC3-1/4-4 7 3-1/4 3-5/8 6-1/2 8-1/2 11 7-1/2 4 5/8 2 5/8 2 5/8 21485 14650 3505 1750
KCC325-6 CC3-1/4-6 7 3-1/4 5-1/2 6-1/2 8-1/2 11 7-1/2 4 5/8 2 5/8 2 5/8 21485 14650 3505 1750 KCC44 CC44 7 3-5/8 3-5/8 4 8-1/2 7 5-1/2 2 5/8 1 5/8 2 5/8 15315 12030 3920 1960
KCC45 -- -- 7 3-5/8 5-1/2 6-1/2 8-1/2 11 7-1/2 4 5/8 2 5/8 2 5/8 24065 16405 3920 1960
KCC46 CC46 7 3-5/8 5-1/2 6-1/2 8-1/2 11 8-1/2 4 5/8 2 5/8 2 5/8 24065 18595 3920 1960 KCC47 -- -- 7 3-5/8 7-1/8 6-1/2 8-1/2 11 9-1/2 4 5/8 2 5/8 2 5/8 24065 20780 3920 1960
KCC48 CC48 7 3-5/8 7-1/2 6-1/2 8-1/2 11 9-1/2 4 5/8 2 5/8 2 5/8 24065 20780 3920 1960 KCC525-4 CC5-1/4-4 3 5-1/4 3-5/8 8 8-1/2 13 9-1/2 4 3/4 2 3/4 2 3/4 41640 30430 8155 5935
KCC525-6 CC5-1/4-6 3 5-1/4 5-1/2 8 8-1/2 13 9-1/2 4 3/4 2 3/4 2 3/4 41640 30430 8155 5935
KCC525-8 CC5-1/4-8 3 5-1/4 7-1/2 8 8-1/2 13 9-1/2 4 3/4 2 3/4 2 3/4 41640 30430 8155 5935 KCC54 -- -- 7 5-3/8 3-5/8 6-1/2 8-1/2 11 7-1/2 4 5/8 2 5/8 2 5/8 36095 24610 4145 2070
KCC55 -- -- 7 5-3/8 5-3/8 6-1/2 8-1/2 11 7-1/2 4 5/8 2 5/8 2 5/8 36095 24610 4145 2070 KCC55X -- -- 3 5-3/8 5-3/8 8 8-1/2 13 9-1/2 4 3/4 2 3/4 2 3/4 42655 31170 8155 5935
KCC57 CC6-7-1/8 7 5-3/8 7-1/8 6-1/2 8-1/2 11 9-1/2 4 5/8 2 5/8 2 5/8 36095 31170 4145 2070
KCC64 CC64 7 5-1/2 3-5/8 6-1/2 8-1/2 11 7-1/2 4 5/8 2 5/8 2 5/8 37815 25780 4145 2070 KCC66 CC66 7 5-1/2 5-1/2 6-1/2 8-1/2 11 7-1/2 4 5/8 2 5/8 2 5/8 37815 25780 4145 2070
KCC68 CC68 7 5-1/2 7-1/2 6-1/2 8-1/2 11 9-1/2 4 5/8 2 5/8 2 5/8 37815 32655 4145 2070 KCC74 CC74 3 6-7/8 3-5/8 8 8-1/2 13 10-1/2 4 3/4 2 3/4 2 3/4 54845 44295 8155 5935
KCC75X CC7-1/8-6 3 7-1/8 5-1/2 8 8-1/2 13 10-1/2 4 3/4 2 3/4 2 3/4 56875 45940 8155 5935
KCC76 CC76 3 6-7/8 5-1/2 8 8-1/2 13 10-1/2 4 3/4 2 3/4 2 3/4 54845 44295 8155 5935 KCC77 CC77 3 6-7/8 6-7/8 8 8-1/2 13 10-1/2 4 3/4 2 3/4 2 3/4 54845 44295 8155 5935
KCC77X CC7-1/8-7-1/8 3 7-1/8 7-1/8 8 8-1/2 13 10-1/2 4 3/4 2 3/4 2 3/4 56875 45940 8155 5935
KCC78 CC78 3 6-7/8 7-1/2 8 8-1/2 13 10-1/2 4 3/4 2 3/4 2 3/4 54845 44295 8155 5935 KCC84 CC84 3 7-1/2 3-5/8 8 8-1/2 13 10-1/2 4 3/4 2 3/4 2 3/4 60940 49220 8155 5935
KCC86 CC86 3 7-1/2 5-1/2 8 8-1/2 13 10-1/2 4 3/4 2 3/4 2 3/4 60940 49220 8155 5935 KCC88 CC88 3 7-1/2 7-1/2 8 8-1/2 13 10-1/2 4 3/4 2 3/4 2 3/4 60940 49220 8155 5935
KCC94 CC94 3 8-7/8 3-5/8 8 8-1/2 13 10-1/2 4 3/4 2 3/4 2 3/4 71095 57420 8155 5935
KCC96 CC96 3 8-7/8 5-1/2 8 8-1/2 13 10-1/2 4 3/4 2 3/4 2 3/4 71095 57420 8155 5935 KCC98 CC98 3 8-7/8 7-1/2 8 8-1/2 13 10-1/2 4 3/4 2 3/4 2 3/4 71095 57420 8155 5935
KCC104 -- -- 3 9-5/8 3-5/8 8 8-1/2 13 10-1/2 4 3/4 2 3/4 2 3/4 77190 62345 8155 5935 KCC106 CC106 3 9-5/8 5-1/2 8 8-1/2 13 10-1/2 4 3/4 2 3/4 2 3/4 77190 62345 8155 5935
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) All bolts shall meet or exceed the specifications of ASTM A 307. 5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 6) The designer shall check post for required loads. 7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap. 8) Uplift loads do no apply to splice conditions.
CodeRef.
10, F16
Dimensions Allowable Loads (Lbs.)3
Columnor PostKCC KECC
Fastener Schedule4
LHBearing 1 Uplift2,8
DF-L / SP
USPStock No.
SteelGauge
Beam
KCC – Standard column cap.
KECC – End column version.
Materials: See chartFinish: USP primerCodes: ESR-1831, FL822
Options: See page 58.
Installation:• Use all specified fasteners. See Product Notes, page 10.• Bolt holes should be a minimum of 1⁄32˝ to a maximum of1⁄16˝ larger than the bolt diameter. • Beams shall be designed to support the required loads.Beam shear may limit loads to less than listed loads fordevice. A design professional shall determine the adequacy of the post and beam to resist published loads.
Typical KCCinstallation
Typical KECC44installation
Bolts must be ordered separately. See page 20
for available sizes.
continued on next page
USP2141-091
Caps &
Bases
1-800-328-5934 • www.USPconnectors.com 57
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Caps &
Bases
1-800-328-5934 • www.USPconnectors.com58
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
H
L
W1
Options: All nominal lumber sizes are available for rough/full size lumber. KCC44, KCC46, KCC64, KCC66, KECC44, KECC46, KECC64, & KECC66 are available in Hot-dip galvanized. To order, add HDG to stock number, as in KCC44-HDG.
Speciality Options:
• For end column caps, add an E after the K in the stock number, as in KECC325-4.• Straps may be rotated 90° on special order where the W2 dimension is less than orequal to the W1 dimension.• KCCO/KECCO – Cap only, no strap design for field welding to pipe or other columns.• KCCOB – For cross beam connections. Any two buckets can be welded together fora wide variety of applications. Allowable load shall be the lesser of the two components.• KCCT – For T beam intersections, consult USP. Specify beam/column conditions, dimensions, and loading requirements.• KCCC – For X beam intersections, consult USP. Specify beam/column conditions, dimensions, and loading requirements.• KECCLL/R – For L beam intersections, consult USP. Specify left (L) or right (R)beam/column conditions, dimensions, and loading requirements.
Dimension call-outs not shown in the table must be specified at time of orderingfor specialty options, non-catalog, or rough/full size lumber sizes.
4˝Typ. W1
L
H1
H2H3
W2
W3
W4
KCCC
E = 1 3/4˝ unlessotherwise specified
Optional KECCRotated Straps 90°
L
H1
H2W1
W2
W3
4˝ Typ.
KECCLLleft shown
KCCO
L2
L1
W2
H2
H1
KCCOB
Top View of Specialty Options Column Cap Configurations
Column Caps – KCC & KECC series continued
W1
W2
H1
W3
H2
L
KCCT
KECCLLrotated 90° left
KECCLRrotated 90° right
left right KECCoffset left
KECCoffset right
KCCoffset left
KCCoffset right
KECCrotated 45° left
KECCrotated 45° right
USP2141-091
1-800-328-5934 • www.USPconnectors.com 59
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
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 . . . . . . . . . . . .Pages 67-68• RSPT SeriesFlat stud to plate connector.
• SPT & SPTH SeriesU-shaped stud to plate connector.
• SO1Light-capacity stud to plate connector.
Framing Clips & Header Hangers . . . . .Page 68• SFC SeriesLight-capacity header framing clip.
• HH SeriesHeavy-capacity header hanger.
Lateral Joist Connectors . . . . . . . . . . Page 69• LJC-TZ SeriesSill plate to floor joist connectors.
• LJQ SeriesHigher cpacity sill plate to floor joist connector.
Miscellaneous . . . . . . . . . . . . .Pages 70-72• KHL SeriesHeavy-capacity corner-framing angle.
• ANJ44SHeavy-capacity corner-framing angle.
• KAG SeriesHeavy-capacity load rated corner gusset.
• B & BL SeriesL-shaped corner braces.
• L, LH, & T, TH SeriesMedium and heavy-capacity L and T-shaped straps.
• Ornamental SeriesConnectors with ornamental notching.
MPA1
RSPT
SFC
KAGANJ44S
T/TH L/LH KHL33-O
HH
KHL with gusset
SPT
MP_F
JA
SPT SPTH SO1
MP34 MP
Angles & Straps
continued on next page
LJC-TZ LJQ-TZ
RBC
An
gle
s &
Stra
ps
An
gle
s &
Str
ap
s
1-800-328-5934 • www.USPconnectors.com60
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Coiled Strapping . . . . . . . . . . . . . . .Page 73• CMST & CMSTC Series3˝ wide coiled strapping.
• RS Series11⁄4˝ wide coiled strapping.
Straps . . . . . . . . . . . . . . . . . . . .Pages 74-77• KFHA Series11⁄2˝ wide flat strap.
• 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 78• MSTC66B3 SeriesMedium-capacity nail-on floor tie strap.
Floor Tie Straps . . . . . . . . . . . . . . . .Page 79• KLFTA SeriesMedium-capacity nail-on floor tie strap.
• KFTA SeriesHeavy-capacity bolt-on floor tie strap.
.
KLFTA
KFTA
KRPS
PS
Angles & Straps
KST
KHST
MSTC
LSTI
KSTI
CMST/CMSTC RS
KFHA
LSTA/MSTA
ST
MSTC66B3
continued on next page
USP2141-091
Angles & StrapsA
ng
les &
Stra
ps
1-800-328-5934 • www.USPconnectors.com 61
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Twist Straps . . . . . . . . . . . . . . .Pages 79-80• LFTA6Light-capacity twist strap.
• LTW SeriesLight-capacity twist strap.
• MTW SeriesMedium-capacity twist strap.
• HTW SeriesHeavy-capacity twist strap.
• KTS SeriesMedium-capacity angled twist strap.
Masonry Straps . . . . . . . . . . .Pages 81-82• 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 82-83• KHSA & KSA Series Seismic horizontal tension tie.
• KVB & KVBI Series Knee brace for beam lateral stability.
Permanent Wood Foundation Strap . . . . . . . . . . . . . . . . . . . . . . . . .Page 84• PWFS24Transfers ground lateral loads to floor diaphragm.
LFTA6 LTW MTW/HTW KTS
PWFS24
KSA
HTWM
KVB
MSTAM MSTCM40
An
gle
s &
Str
ap
s
1-800-328-5934 • www.USPconnectors.com62
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®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
Typical MPA11˝ foamboard installation
F1
F3
F2
F3
Truss/rafterblocking
F1
F1
F3F3
F2
Typical MPA1joist / header installation
Typical MPA1rafter / plate installation
continued on next page
MPA1
Figure 1 Figure 2 Figure 3
Figure 4 Figure 5
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, FL816, FL570Dade County FL 07-0419.01
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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.
USP2141-091
An
gle
s &
Stra
ps
1-800-328-5934 • www.USPconnectors.com 63
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
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 380 435 475 610 330 375 410 525
4 8d x 1-1/2 4 8d x 1-1/2 F3 185 215 230 295 120 140 150 1906 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 565 650 705 845 485 560 610 710
6 8d x 1-1/2 6 8d x 1-1/2 V 565 650 705 845 485 560 610 7106 8d x 1-1/2 6 8d x 1-1/2 H 565 650 660 660 485 555 555 555
6 8d 6 8d V 565 650 705 845 485 560 610 7106 8d 6 8d H 565 650 705 845 485 560 610 710
6 8d 6 8d V 565 650 705 845 485 560 610 710
6 8d 6 8d H 565 650 660 660 485 555 555 5556 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 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 565 605 605 605 485 510 510 510
6 8d 6 8d V 565 605 605 605 485 510 510 5106 8d 6 8d H 565 605 605 605 485 510 510 510
6 8d 6 8d V 565 605 605 605 485 510 510 5106 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 MPA1F, 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. New products or updated product information are designated in red.
CodeRef.
5,F5,F11,D7
6,F15
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 6
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
GOLDCOAT
AVAILABLE IN
An
gle
s &
Str
ap
sRoof Boundary Clips – RBC
1-800-328-5934 • www.USPconnectors.com64
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Typical RBC Top-Plate to Outsideof Blocking installation
Up to 3/4˝ gap
Up to 3/4˝ gap
Typical RBC Top-Plate to Inside ofBlocking installation
Up to 3/4˝ gap
Up to 3/4˝ gap
Framing plate designed to connectroof blocking to a wall top plate.
Materials: 20 gaugeFinish: G90 galvanizing
Installation:• Use all specified fasteners.SeeProduct Notes, page 10• Field adjustable from 0º to 90º.• Bend angle only once.
RBC
H W
DF-L S-P-F
Ref. No. W H Qty Type2 Qty Type2 115% 115%
RBC RBC 20 4-1/4 6 6 10d x 1-1/2 6 10d x 1-1/2 755 535
1) The factored resistances given above are for Limit States Design in accordance with the 2005 National Building Code of Canada. They have been soft converted from allowable working stresses developed using the 2001 National Design Specification and the ICC-ES (AC13) Joist Hangers And Similar Devices except where noted. 2) Loads shown are for a single roof boundary clip. 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 red.
Factored Resistance (Lbs)
SteelGauge
Lateral
USPStock No.
Dimensions
Top Plate Blocking
Fastener Schedule2,3
NEW
Up to 3/4˝ gap
Up to 3/4˝ gap
Typical RBC1˝ foamboard installation
USP2141-091
An
gle
s &
Stra
ps
1-800-328-5934 • www.USPconnectors.com 65
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®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, FL816, FL820, FL822, Dade County, FL 07-0419.01
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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
continued on next page
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 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 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-GCF16-7/82-1/4 2-1/4
785
18 685 785 855 1095 590 675 735 940
910 490 565 615F1 570 655 71518 2-1/4 2-1/4 5-7/8
JoistSteelGauge
4
Allowable Loads (Lbs.)1,3
Directionof Load
USPStock No.
Dimensions
Header
A3 A23 18 1-7/16 1-7/16 2-3/4 4 10d x 1-1/2
DF-L / SP S-P-F
10d x 1-1/2
Fastener Schedule2,4,5
CodeRef.
8, F14,R9
10, F16
GOLDCOAT
AVAILABLE IN
An
gle
s &
Str
ap
s
1-800-328-5934 • www.USPconnectors.com66
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Ref. No. W1 W2 L Qty Type Qty Type 100% 115% 125% 160%
F1 225 260 285 285F2 225 260 285 320
F3 105 120 130 165F1 255 285 285 285
F2 255 290 320 320
F3 120 135 145 190F1 340 390 425 540
F2 340 390 425 540F3 155 180 195 250
F1 380 440 475 610
F2 380 440 475 610F3 175 205 220 280
F1 450 520 565 725
F2 450 520 565 725F3 210 240 260 335
F1 510 585 635 770F2 510 585 635 815
F3 235 270 295 375
F1 450 520 565 725F2 450 520 565 725
F3 210 240 260 335F1 510 585 635 770
F2 510 585 635 815
F3 235 270 295 375F1 565 650 705 905
F2 565 650 705 905F3 260 300 325 415
F1 635 730 795 1015
F2 635 730 795 920F3 295 340 370 470
F1 565 650 705 905F2 565 650 705 905
F3 260 300 325 415
F1 635 730 795 1015F2 635 730 795 920
F3 295 340 370 470F1 225 255 255 255
F2 -- -- -- -- -- -- 345
F3 -- -- -- -- -- -- 165F1 455 525 570 590
F2 -- -- -- -- -- -- 535F3 -- -- -- -- -- -- 330
F1 685 785 855 950
F2 -- -- -- -- -- -- 1015F3 -- -- -- -- -- -- 495
F1 910 1050 1140 1460
F2 -- -- -- -- -- -- 1625F3 -- -- -- -- -- -- 550
F1 1140 1310 1425 1825F2 -- -- -- -- -- -- 1645
F3 -- -- -- -- -- -- 825
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. New products or updated product information are designated in red.
Dimensions Fastener Schedule2,4,5 Allowable Loads (Lbs.) 1,3
USPStockNo.
SteelGauge
Header Joist Directionof Load
DF-L / SP
2-3/8 8-7/8
5 5
5 5
AC9-GC -- -- 16 1-5/16
2-3/8 6-15/16
4 4
4 4
N10C-GC
N16C-GC
AC7-GC -- -- 16 1-5/16
8 8
JA9 -- -- 14 9 10 102-1/2 2-1/2
JA7 -- -- 14 72-1/2 2-1/2
4
JA5 -- -- 14 5 6 62-1/2 2-1/2
32-1/2 2-1/2 4
1-1/2
JA3 -- -- 14
AC3 L30 16 1-5/16
JA1 A21 16 1-1/4 2 21-1/2
2-3/8 2-7/8
2 2
2 2
10d
16d
AC5 L50 16 1-5/16 2-3/8 4-7/8
3 3
3 3
10d
16d
AC7 L70 16 1-5/16
4
4 4
10d
16d
AC9 L90 16 1-5/16 2-3/8 8-7/8
5 5
5 5
2-3/8 6-15/16
4
10d
16d
N10C-GC
N16C-GC
10d x 1-1/2
16d
16d
16d
16d
10d
16d
10d
16d
10d
16d
N10C-GC
N16C-GC
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
N10C-GC
N16C-GC
5, F11
8, F14, R9
5
5, F11, D7
5, F11, D7
5, F11
CodeRef.
Framing Angles – A3, AC, JA, & MP series cont.
USP2141-091
An
gle
s &
Stra
ps
1-800-328-5934 • www.USPconnectors.com 67
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
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.
Materials: See chartFinish: G90 galvanizing
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-2756, FL817, FL821
Installation:• Use all specified fasteners. See Product Notes, page 10.
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 11, F12
2x SPT24 SP2 20 1-9/16 5-5/8 3-1/2 6 10d 6 10d 560 260 1030 11, F12 4x SPT44 -- -- 20 3-9/16 6-3/4 6-1/2 6 16d 6 16d 680 255 1305 11, F12
6x SPT66 -- -- 20 5-9/16 6-3/4 8-1/2 6 16d 6 16d 680 255 1305 11, F12
4 8d x 1-1/2 4 8d x 1-1/2 230 300 4704 8d 4 8d 230 300 470
4 10d x 1-1/2 4 10d x 1-1/2 230 300 4704 10d 4 10d 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 6
(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 6 4x SPT4 SP4 20 3-9/16 6-7/8 -- -- 6 10d x 1-1/2 -- -- -- -- -- -- -- -- 945 6, F15
6x SPT6 SP6 20 5-9/16 7-5/8 -- -- 6 10d x 1-1/2 -- -- -- -- -- -- -- -- 945 6, F15 8x SPT8 SP8 20 7-5/16 8-1/2 -- -- 6 10d x 1-1/2 -- -- -- -- -- -- -- -- 945 6, F15
SPTH4 SPH4 18 3-9/16 8-5/8 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 1730 6, F15
SPTHW4 -- -- 18 4-1/16 8-3/8 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 1290 6 SPTH6 SPH6 18 5-9/16 9-3/8 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 1730 6, F15
SPTHW6 -- -- 18 6-1/16 9-1/8 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 1290 6 8x SPTH8 SPH8 18 7-5/16 8-1/2 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- 1730 6, F15
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 1-5/16˝ for 8d nails, 1-1/2˝ for 10d nails, and 1-5/8˝ for 16d nails. 5) SPT22, SPT24, SPT44, and SPT66: the two nails fastened to the wide face of the stud must be driven 30° from the perpendicular on the horizontal plane. New products or updated product information are designated in red.
4x
Plate
6x
2x 20
StudSize
USP
Stock No.5Steel
Gauge
4-1/81-1/2
Dimensions Fastener Schedule2,3,4
RSPT4 -- --
Stud
RSP4
CodeRef.
6, F15
Allowable Loads (Lbs.)
DF-L / SP
F2
F1Uplift
Typical SPT24installation
5 7/16˝
2 3/4˝
5 7/16˝
1 1/2˝
RSPT6
RSPT6-2
An
gle
s &
Str
ap
s
1-800-328-5934 • www.USPconnectors.com68
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Engineered to anchor studs to mudsills or plates and also help position studs accurately.
Materials: 18 gaugeFinish: G90 galvanizingCodes: ESR-1781, FL816
Installation:• Use all specified fasteners. See Product Notes, page 10.• Anchors are not reversible.
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
Installation:• Use all specified fasteners. See Product Notes, page 10.
2˝
H
W
3 3/4˝
HH44
F3
F1
F2
F4
Typical HH44installation
A
BD
C
Typical S01installation
Header Hangers – HH series
Holdown Framing Anchor – SO1
1 1/2˝
1 1/2˝
1 1/2˝
1 1/2˝
S01
Ref. No. Qty Type Qty Type Qty Type 100% 160%
A 190 250B 75 75
C 190 240D 185 185
A 190 250
B 75 75C 190 240
D 185 185
1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Loads shown are per anchor. 3) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 4) Minimum nail embedment shall be 1-5/16˝ for 8d nails.
CodeRef.
5,F11
USPStock No.
SteelGauge
8d x 1-1/2
2
S01 -- -- 18
2
2
Fastener Schedule3,4Direction
ofLoad
Top of Plate Side of Plate Side of Stud
2
2
DF-L / SP
Allowable Loads (Lbs.)1,2
8d
8d x 1-1/2
8d
8d x 1-1/2
8d
2
Uplift
Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160%
SFC4 FC4 16 3-9/16 2-1/2 2-1/2 4 16d 4 16d 550 635 690 645
SFC6 FC6 16 5-1/2 2-1/2 2-1/2 5 16d 5 16d 690 795 865 750
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. New products or updated product information are designated in red.
USPStock No.
SteelGauge
Allowable Loads (Lbs.)1Dimensions
F1
DF-L / SPSill Stud
CodeRef.
2, F20, R12
Fastener Schedule2
Framing clips replace end cripples under window sills.
Materials: 16 gaugeFinish: G90 galvanizingCodes: ESR-1280, FL11664, L.A. City RR 25749
Installation:• Use all specified fasteners. See Product Notes, page 10.
H D
W
SFC6
Uplift
F1
Typical SFC6installation
Framing Clips – SFC 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
Allowable Loads (Lbs.)
Header Stud
Fastener Schedule2
USP2141-091
An
gle
s &
Stra
ps
1-800-328-5934 • www.USPconnectors.com 69
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
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 sim-ilar in design to a joist hanger with a seat for the floor joist to bear againstand utilizes wood screws to fasten to the sill plate. USP’s WS15-GC WoodScrews (included) provide quick installation without the need to pre-drillholes.
Materials: See chartFinish: G-185 galvanizing
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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.
Lateral Joist Connectors – LJC-TZ & LJQ-TZ series
Typical LJC-TZ installation
3 3/16˝
L1/2̋
W
D
L
LJC-TZ
Typical LJQ-TZ installationLJQ-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, New products or updated product information are designated in red.
130
CodeRef.
USPStock No.
SteelGauge
Dimensions (inches) Allowable Loads (Lbs.)3
SP
FastenerSchedule 1,2
NEW
An
gle
s &
Str
ap
sHeavy Angles – KHL series
1-800-328-5934 • www.USPconnectors.com70
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Heavy Angles – ANJ44S
Ref. No. W H L Qty Lag Screw Qty Lag Screw 100% 115% 125%
ANJ44S -- -- 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.
Dimensions Allowable Loads (Lbs.)USP
Stock No.Steel
GaugeDF-L / SPHeader Joist
Fastener Schedule1
ANJ44S
Materials: 7 gaugeFinish: USP primer
Installation:• Install with (2) 1/2˝ x 2˝ lag screws into each leg.
Typical ANJ44Sinstallation
Gussets
Ref. No. W L D1 D2 D3 D4 Qty Dia. Qty
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 -- --
KHL35G HL35G 7 3-1/4 5 1-1/4 2-1/2 2 -- -- 4 5/8 1 KHL37 HL37 7 3-1/4 7-1/2 1-1/4 2-1/2 2 -- -- 6 5/8 -- --
KHL37G -- -- 7 3-1/4 7-1/2 1-1/4 2-1/2 2 -- -- 6 5/8 2
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 -- --
KHL46G HL46G 3 4-1/4 6 1-1/2 3 2-3/4 -- -- 4 3/4 1
KHL49 HL49 3 4-1/4 9 1-1/2 3 2-3/4 -- -- 6 3/4 -- -- KHL49G -- -- 3 4-1/4 9 1-1/2 3 2-3/4 -- -- 6 3/4 2
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 -- --
KHL55G HL55G 7 5-3/4 5 1-1/4 2-1/2 2 2-1/2 8 5/8 1
KHL57 HL57 7 5-3/4 7-1/2 1-1/4 2-1/2 2 2-1/2 12 5/8 -- -- KHL57G -- -- 7 5-3/4 7-1/2 1-1/4 2-1/2 2 2-1/2 12 5/8 2
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 -- --
KHL76G HL76G 3 7-1/4 6 1-1/2 3 2-3/4 3 8 3/4 1
KHL79 HL79 3 7-1/4 9 1-1/2 3 2-3/4 3 12 3/4 -- -- KHL79G -- -- 3 7-1/4 9 1-1/2 3 2-3/4 3 12 3/4 2
1) Products listed with "G" suffixes feature gussets. 2 All bolts shall meet or exceed the specifications of ASTM A 307.
CodeRef.
120
USP
Stock No. 1Steel
Gauge
Dimensions Fastener Schedule
Bolts2
KHL55G
D4
D2 D1
D3
W
W
L
KHL33
Designed for heavy-duty reinforcement of 90° framing intersections. The KHL models are also available with gussets for added strength.
Materials: See chartFinish: USP primer
Installation:• Use all specified fasteners. See Product Notes, page 10.• Design loads shall be determined for each installation by a qualified designer.• Design loads based on member species, size, and direction of grain.
Bolts must be ordered separately. See page 20
for available sizes.Typical KHL35
installation
4˝3 1/2˝
4˝
USP2141-091
An
gle
s &
Stra
ps
1-800-328-5934 • www.USPconnectors.com 71
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
L
L
A
B
BW
KAG8
L
W
L
Angle Gussets – KAG series
Load direction
Load direction
Ref. No. W L A B Qty Dia. 100% 160%
KAG8 -- -- 7 2-11/16 8-1/8 1-1/4 2-1/2 4 5/8 2215 2690
KAG9 -- -- 3 3 9-3/4 1-7/16 3 4 3/4 2950 3750
1) Load values are per KAG angle. 2) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 3) Bolt values assume 3-1/2" wide x 3" thick member. New products or updated product information are designated in red.
CodeRef.
2, F20, R12
Dimensions Allowable Loads (Lbs.)1,2,3
USPStock No.
SteelGauge
DF-L / SP
Bolt Schedule
These angles are engineered for heavy-duty reinforcement of90° wood-to-wood connections.
Materials: 7 or 3 gaugeFinish: USP primerCodes: ESR-1280, FL11664,
L.A. City RR 25749
Installation:• Use all specified fasteners. See Product Notes, page 10.
Corner Brace – B & BL series
These multi-purpose braces are designed toprovide reinforcement for 90° wood-to-woodconnections.
Materials: 12 gaugeFinish: G90 galvanizing
Installation:• Use all specified fasteners. See ProductNotes, page 10.
L
W
L
BL4 B23Ref. No. W L Qty Type Qty Type
B22 -- -- 12 2 1-3/4 4 16d -- -- -- -- 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.
CodeRef.
120
Bolts2
Fastener ScheduleDimensions
USPStock No.
SteelGauge
Nails1
B66 Typical B66installation
Bolts must be ordered separately. See page 20
for available sizes.
Bolts must be ordered separately. See page 20
for available sizes.
Typical KAG9installation
Some model designs may varyfrom illustration shown
An
gle
s &
Str
ap
s
1-800-328-5934 • www.USPconnectors.com72
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
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
KHST12-O -- -- 7 Strap Tie 2-1/2 -- -- 11-1/8 2 5/8 KHST16-O -- -- 7 Strap Tie 2-1/2 -- -- 16-1/8 4 5/8
KHST64-O -- -- 7 Strap Tie 6 -- -- 13-1/2 4 3/4
KHST68-O -- -- 7 Strap Tie 6 -- -- 19-1/2 8 3/4 ST12-O -- -- 12 Strap Tie 2 -- -- 12 4 1/2
L12-O -- -- 12 'L' Strap 2-1/2 11-7/8 11-7/8 5 1/2 LH12-O -- -- 7 'L' Strap 2-1/2 11-7/8 11-7/8 5 5/8
T1212-O -- -- 12 'T' Strap 2-1/2 11-7/8 14-1/2 6 1/2
TH12-O -- -- 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
L6 LH12
H W
L
LKHL33-O
T & L – 14 gauge medium-duty straps fasten with either nails or bolts.
LH & TH – 7 gauge heavy-duty bolt-on strap.
Materials: See chartFinish: T & L – G90 galvanizing; LH & TH – USP primer;
L6-GC & T6-GC – Gold CoatOptions: L6 and T6 are available in Triple Zinc. To order, add
TZ to stock number, as in L6-TZ.
Installation:• Use all specified fasteners. See Product Notes, page 10.• Straps are not load rated.
H
LW
TH16T6
Ref. No. W H L Qty Dia. Qty Type
T6 66T 14 1-1/2 5 6 3 1/2 12 16d T6-GC -- -- 14 1-1/2 5 6 3 1/2 12 N16C-GC
T8 -- -- 14 2 8 8-1/2 3 1/2 12 16d T12 128T 14 2 8 12 3 1/2 12 16d
T16 -- -- 14 3 11 15-3/4 3 1/2 12 16d
T1212 1212T 14 2 12 12 3 1/2 12 16d L6 66L 14 1-1/2 6 6 2 1/2 8 16d
L6-GC -- -- 14 1-1/2 6 6 2 1/2 8 N16C-GC
L8 88L 14 2 8 8 2 1/2 8 16d L12 1212L 14 2 12 12 4 1/2 12 16d
TH12 1212HT 7 2-1/2 12 12 6 5/8 -- -- -- -- TH16 1616HT 7 2-1/2 16 16-1/4 6 5/8 -- -- -- --
LH12 1212HL 7 2-1/2 12 12 5 5/8 -- -- -- --
LH16 1616HL 7 2-1/2 16 16 7 5/8 -- -- -- --
1) Minimum nail embedment is 1-5/8˝ for 16d and N16C-GC nails. 2) All bolts shall meet or exceed the specifications of ASTM A 307.
Nails
Fastener Schedule1,2
CodeRef.
120
Dimensions
USPStock No.
SteelGauge
Bolts
Ornamental series
Ornamental notching provides architectural appearance forexposed applications.
Materials: See chartFinish: USP primer
Installation:• Use all specified fasteners. See Product Notes, page 10.
L & T Straps – L, LH, T, & TH series
Bolts must be ordered separately. See page 20
for available sizes.
Bolts must be ordered separately. See page 20
for available sizes.
Some modeldesigns may
vary fromillustration
shown
H
L
W
T
GOLDCOAT
AVAILABLE IN
USP2141-091
An
gle
s &
Stra
ps
1-800-328-5934 • www.USPconnectors.com 73
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®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 + 168˝ 84˝ 96 10d Clear Span + 206˝ 103" 118 10d 3-1/2˝
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˝
20 250' Clear Span + 14˝ 7˝ 16 8d Clear Span + 18˝ 9" 20 8d 1-1/2˝18 200' Clear Span + 16˝ 8˝ 18 10d Clear Span + 18˝ 9" 22 10d 1-1/2˝
18 200' Clear Span + 18˝ 9˝ 22 8d Clear Span + 22˝ 11" 26 8d 1-1/2˝
18 100' Clear Span + 16˝ 8˝ 18 10d Clear Span + 18˝ 9" 22 10d 1-1/2˝18 100' Clear Span + 18˝ 9˝ 22 8d Clear Span + 22˝ 11" 26 8d 1-1/2˝
16 150' Clear Span + 18˝ 9˝ 22 10d Clear Span + 24˝ 12" 28 10d 1-1/2˝16 150' Clear Span + 22˝ 11˝ 26 8d Clear Span + 26˝ 13" 32 8d 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˝
22 25' Clear Span + 12˝ 6˝ 14 8d Clear Span + 16˝ 8" 18 8d 1-1/2˝20 25' Clear Span + 12˝ 6˝ 14 10d Clear Span + 16˝ 8" 18 10d 1-1/2˝
20 25' Clear Span + 14˝ 7˝ 16 8d Clear Span + 18˝ 9" 20 8d 1-1/2˝
18 25' Clear Span + 16˝ 8˝ 18 10d Clear Span + 18˝ 9" 22 10d 1-1/2˝18 25' Clear Span + 18˝ 9˝ 22 8d Clear Span + 22˝ 11" 26 8d 1-1/2˝
16 25' Clear Span + 18˝ 9˝ 22 10d Clear Span + 24˝ 12" 28 10d 1-1/2˝16 25' Clear Span + 22˝ 11˝ 26 8d Clear Span + 26˝ 13" 32 8d 1-1/2˝
14 25' Clear Span + 24" 12" 28 10d Clear Span + 30" 15" 36 10d 1-1/2˝
14 25' Clear Span + 28" 14" 34 8d Clear Span + 34" 17" 42 8d 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 red.
10, F16
10
11, F12
6, F15
6, F15
10, F16
10, F16
10, F16
10, F16
10, F16
10
10, F16
10, F16
10, F16
CodeRef.
DF-L / SP
FastenerSchedule3,4
S-P-F / Hem Fir
FastenerSchedule 3,4
Rim Joist Installation
2610
EndLength
1430
945
1095
NailSpacing
O.C.
1795
1430
AllowableTension
(Lbs.)1
4715
RS14-R CS14-R
RS20-R CS20-R
RS16-R CS16-R
RS18-R CS18-R
RS22-R CS22-R
RS150 CS16
RS14-100 CS14
RS100 CS18S
RS250 CS20
CS18 RS200
RS300 CS22
CMST12 CMST12
CMST14 CMST14
CoilLength
Rim Joist Installation
CMSTC16
EndLength
SteelGauge
CMSTC16
USPStock No.
1795
945
2610
6630
9320
1095
1430
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 fora variety of immediate job site needs.
CMST – 3˝ wide strapping features diamond nail holesto provide 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.
Materials: See chartFinish: G90 galvanizingCodes: ESR-1881, ESR-2756, ESR-1831,
FL817, FL821, FL822
Installation:• Use all specified fasteners. See Product Notes, page 10. • For safety, always wear gloves when handling or cuttingcoiled strapping. • CMST installations: Install to a minimum 2 ply 2xedge. Increase nail spacing if wood begins to split.• Designer may specify alternate nailing schedules. Refer toNail Specification table on page 14 for nail shear values.Load values shall not exceed published allowable loads.
An
gle
s &
Str
ap
s
1-800-328-5934 • www.USPconnectors.com74
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
1 1/4˝
3/8˝
L
1 1/2 ˝
Strap Ties – KFHA, 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
KFHA24all other
sizessimilar
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.
KFHA – 12 gauge, 11/2˝ wide flat strap.
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.
continued on next page
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
223
23˝
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
Some model designs may varyfrom illustration shown
USP2141-091
An
gle
s &
Stra
ps
1-800-328-5934 • www.USPconnectors.com 75
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Strap Ties – KFHA, KST, KSTI, LSTA, LSTI, MSTA, MSTC & ST series cont.
Typical LSTI open webtruss installation
continued on next page
LTW Twist strappages 82-83
Typical LSTA/MSTA I-Joiston Ridge Beam installation
Materials: See chartFinish: G90 galvanizing
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-1280, ESR-1831, FL11664, FL816, FL822, L.A. City RR 25749
Installation:• Use all specified fasteners. See Product Notes, page 10.• Designer may specify alternate nailing schedules. Refer to Nail Specification tableon page 14 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 LSTA9 LSTA9 20 1-1/4 9 8 8 10d 740 635 5, F11 LSTA12 LSTA12 20 1-1/4 12 10 10 10d 930 790 5, F11 LSTA15 LSTA15 20 1-1/4 15 12 12 10d 1115 950 5, F11 LSTA18 LSTA18 20 1-1/4 18 14 14 10d 1235 1110 5, F11 LSTA21 LSTA21 20 1-1/4 21 16 16 10d 1235 1235 5, F11 LSTA24 LSTA24 20 1-1/4 24 18 16 10d 1235 1235 5, F11 KST29 ST292 20 1-3/4 9-7/16 14 14 16d 1680 1320 10, F16 KST213 ST2122 20 1-3/4 12-11/16 18 18 16d 1785 1700 10, F16 KST216 ST2215 20 1-3/4 15-15/16 22 18 16d 1785 1700 10, F16 LSTA30 LSTA30 18 1-1/4 30 22 22 10d 1640 1640 5, F11 LSTA36 LSTA36 18 1-1/4 36 26 22 10d 1640 1640 5, F11 MSTA9 MSTA9 18 1-1/4 9 8 8 10d 750 645 5, F11 MSTA12 MSTA12 18 1-1/4 12 10 10 10d 935 810 5, F11 MSTA15 MSTA15 18 1-1/4 15 12 12 10d 1125 970 5, F11 MSTA18 MSTA18 18 1-1/4 18 14 14 10d 1310 1130 5, F11 MSTA21 MSTA21 18 1-1/4 21 16 16 10d 1500 1295 5, F11 MSTA24 MSTA24 18 1-1/4 24 18 18 10d 1640 1455 5, F11 KSTI223 -- -- 18 2-1/16 23 23 22 10d x 1-1/2 2180 1725 10, F16 LSTI49 LSTI49 18 3-3/4 49 32 32 10d x 1-1/2 3175 2510 10 LSTI73 LSTI73 18 3-3/4 73 48 48 10d x 1-1/2 4340 3765 10 ST9 ST9 16 1-1/4 9 8 8 16d 885 760 10, F16 ST12 ST12 16 1-1/4 11-5/8 10 10 16d 1105 950 10, F16 ST18 ST18 16 1-1/4 17-3/4 14 14 16d 1395 1335 10, F16 ST22 ST22 16 1-1/4 21-5/8 18 18 16d 1395 1395 10, F16 MSTA30 MSTA30 16 1-1/4 30 22 22 10d 2065 1815 5, F11 MSTA36 MSTA36 16 1-1/4 36 26 26 10d 2065 2065 5, F11 MSTA48 MSTA49 16 1-1/4 48 32 26 10d 2045 2045 5, F11 KST218 ST6215 16 1-3/4 19-3/16 26 26 16d 2960 2540 10, F16 KST224 ST6224 16 1-3/4 22-7/16 30 30 16d 2960 2930 10, F16
36 36 10d 3455 2965 11, F1236 34 16d 3860 3320 11, F1252 52 10d 4715 4285 11, F1252 46 16d 4715 4490 11, F1270 60 10d 4715 4715 11, F1270 52 16d 4715 4715 11, F12
KST234 ST6236 14 1-3/4 32-3/16 42 36 16d 3775 3660 10, F1688 72 10d 6015 6015 11, F1288 62 16d 6015 6015 11, F12104 76 10d 6015 6015 11, F12104 66 16d 6015 6015 11, F12
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 red.
Uplift
CodeRef.
Dimensions
Total
Qty4
Allowable Loads (Lbs.)1,2Fastener Schedule3,6
Nails
65-3/4
MSTC78 MSTC78 14 3 77-3/4
MSTC66 MSTC66 14 3
40-1/4
MSTC52 MSTC52 16 3 52-1/4
MSTC40 MSTC40 16 3
28-1/4
USP
Stock No.8
SteelGauge
MSTC28 MSTC28 16 3
An
gle
s &
Str
ap
s
1-800-328-5934 • www.USPconnectors.com76
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®Strap Ties – KFHA, 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 601518 -- -- -- -- 64 6015 54 6015
16 -- -- -- -- 66 6015 56 6015
18 -- -- -- -- -- -- -- -- 20 248016 -- -- -- -- -- -- -- -- 22 2730
18 -- -- -- -- -- -- -- -- 32 397016 -- -- -- -- -- -- -- -- 34 4215
18 -- -- -- -- -- -- -- -- 46 6255
16 -- -- -- -- -- -- -- -- 48 653018 -- -- -- -- -- -- -- -- 46 6255
16 -- -- -- -- -- -- -- -- 48 653018 14 1410 -- -- -- -- -- -- -- --
16 16 1615 -- -- -- -- -- -- -- --
18 26 2620 -- -- -- -- -- -- -- --16 28 2820 -- -- -- -- -- -- -- --
18 38 3830 -- -- -- -- -- -- -- --16 40 4030 -- -- -- -- -- -- -- --
18 50 5040 -- -- -- -- -- -- -- --
16 52 5240 -- -- -- -- -- -- -- --
1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 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. New products or updated product information are designated in red.
16d Fasteners210d x 1-1/2" Fasteners3
KST237
KST248
MST37
MST48
MSTC78 MSTC78
MSTC52
MSTC66
KSTI248 MSTI48
KST260
KST272
MST60
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 Bolts 8
Ref. No. W L Qty5 Type Qty5 Dia. 160% 160% 160% 160%
KFHA6 -- -- 12 1-1/2 6 8 8 16d -- -- -- -- 955 -- -- 825 -- -- 2, F20, R12 KFHA9 -- -- 12 1-1/2 9 8 8 16d -- -- -- -- 955 -- -- 825 -- -- 2, F20, R12 KFHA12 -- -- 12 1-1/2 12 8 8 16d -- -- -- -- 955 -- -- 825 -- -- 2, F20, R12 KFHA18 -- -- 12 1-1/2 18 8 8 16d -- -- -- -- 955 -- -- 825 -- -- 2, F20, R12 KFHA24 -- -- 12 1-1/2 24 8 8 16d -- -- -- -- 955 -- -- 825 -- -- 2, F20, R12 KFHA30 -- -- 12 1-1/2 30 8 8 16d -- -- -- -- 955 -- -- 825 -- -- 2, F20, R12 KST227 MST27 12 2-1/16 27 34 34 16d 4 1/2 4570 2285 3645 2020 10, F16 KST237 MST37 12 2-1/16 37-1/2 48 48 16d 6 1/2 5395 3240 5145 2875 10, F16 KST248 MST48 12 2-1/16 48 62 54 16d 8 1/2 5395 3915 5395 3555 10, F16 KSTI226 MSTI26 12 2-1/16 26 26 26 10d x 1-1/2 -- -- -- -- 2830 -- -- 2265 -- -- 10, F16 KSTI236 MSTI36 12 2-1/16 36 36 36 10d x 1-1/2 -- -- -- -- 3915 -- -- 3140 -- -- 10, F16 KSTI248 MSTI48 12 2-1/16 48 48 48 10d x 1-1/2 -- -- -- -- 5220 -- -- 4185 -- -- 10, F16 KSTI260 MSTI60 12 2-1/16 60 60 60 10d x 1-1/2 -- -- -- -- 5395 -- -- 5230 -- -- 10, F16 KSTI272 MSTI72 12 2-1/16 72 72 60 10d x 1-1/2 -- -- -- -- 5395 -- -- 5395 -- -- 10, F16 KST260 MST60 10 2-1/16 60 72 64 16d 10 1/2 7055 4910 7055 4425 10, F16 KST272 MST72 10 2-1/16 72 72 64 16d 10 1/2 7055 4910 7055 4425 10, F16
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 red.
Dimensions Fastener Schedule3,6 Allowable Uplift Loads (Lbs.)1,2
Nails Bolts DF-L / SP S-P-F / Hem Fir
USPStock No.
SteelGauge
Total
Qty4
CodeRef.
USP2141-091
An
gle
s &
Stra
ps
1-800-328-5934 • www.USPconnectors.com 77
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®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.Codes: ESR-1280
Installation:• Use all specified fasteners. See Product Notes, page 10.
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˝
KRPS
18 &
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, UBC 2320.11.7.
Bolts must beordered
separately. Seepage 20
for available sizes.
Allowable Uplift Loads (Lbs.)1,3
DF-L / SP
Ref. No. W L Qty Type Qty Type 160%
KHST2 HST2 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 -- --
KRPS18 RPS18 16 1-1/2 18-5/16 < 5-1/2˝ 12 16d -- -- -- -- 1325 KRPS22 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. New products or updated product information are designated in red.
Fastener Schedule2
CodeRef.
Dimensions
USP
Stock No.4Steel
Gauge
NotchWidth
2,F20,R12
120
130
Nails Bolts
2 1/2˝
W
1˝
L
PS218-HDGPS418-HDG similar
An
gle
s &
Str
ap
s
1-800-328-5934 • www.USPconnectors.com78
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®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.
Materials: 14 gaugeFinish: G90 galvanizing
Installation:• Use all specified fasteners. See ProductNotes, page 10.
Lbs. kN Lbs. kN
Ref. No. W L B W D Qty Type Qty Type Qty Type 115% 115% 115% 115%
MSTC66B3 MSTC66B3 14 3 62-7/8 2-7/8 3 11-1/4 14 10d 4 10d 28 10d 5030 22.4 4150 18.5
1) The factored resistances given above are for Limit States Design in accordance with the 2005 National Building Code of Canada. They have been soft converted from allowable working stresses developed using the 2001 National Design Specification and the ICC-ES (AC13) Joist Hangers And Similar Devices except where noted. 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. New products or updated product information are designated in red.
Uplift
Factored Resistance
DF-L S-P-F
Stud/Post3,5,6
Fastener Schedule2
Beam
USPStock No.
SteelGauge
Strap DimensionsMinimum Beam
DimensionsFace Bottom
2 7/8˝
62 7/8˝
3˝
Typical MSTC66B3installation
MSTC66B3
Sideview
NEW
USP2141-091
An
gle
s &
Stra
ps
1-800-328-5934 • www.USPconnectors.com 79
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
TypicalKLFTA
installation
Uplift
Place strap so allnail holes alignwith rim joist
F1
Typical LFTA6 stud-to-rimjoist installation
Typical LFTA6 truss-to-topplate installation
Twist Straps – HTW, KTS, LFTA6, LTW, & MTW series
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.
KTS – 16 gauge, medium-capacity with angled twist.
Materials: See chartFinish: G90 galvanizing
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.
Codes: ESR-2104, FL11664, L.A. City RR 25745
Installation:• Use all specified fasteners. See Product Notes, page 10.• KTS models should be installed in pairs to reduce eccentricity. • Consult I-Joist manufacturer for web stiffener requirements, and uplift limitations on joist and application.
Floor Tie Straps – KFTA & KLFTA series
LFTA6
Typical LFTA6 stud-to-topplate installation
19 1/8˝8 3/8˝
6 1/2˝2 1/4˝
40 7/8˝
2 1/8˝
17˝
KLFTA
17˝
L
WW
KFTA7
Bolts must be ordered separately. See page 20
for available sizes.
1-1/2 3 4-1/2
Ref. No. W L Qty Type Qty Dia. 160% 160% 160%
KLFTA LFTA 16 2-1/8 40-7/8 16 10d -- -- -- -- 1485 1485 1485
KFTA2 FTA2 10 3 37-1/2 -- -- -- -- 4 5/8 1915 3445 3430 KFTA5 FTA5 10 3-1/2 45-1/2 -- -- -- -- 4 3/4 2285 4440 4440
KFTA7 FTA7 3 3-1/2 56 -- -- -- -- 6 7/8 4235 7290 7290
1) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) Design loads assume single shear bolt application, parallel to grain loading. 3) The designer shall determine adequacy of wood member to resist published loads. 4) Minimum nail embedment shall be 1-1/2˝ for 10d nails. New products or updated product information are designated in red.
Dimensions Allowable Uplift Loads (Lbs.) 1, 2
Thickness of Wood Member
DF-L / SP
USPStock No
SteelGauge
Fastener Schedule
Nails4
Bolts
CodeRef.
11, F12
KLFTA – Medium-duty nail-on strap provides stud-to-stud connecton across rim joist.
KFTA – Heavy-duty bolt-on strap.
Materials: See chartFinish: KLFTA – G90 galvanizing; KFTA – USP primerCodes: ESR-2756, FL817
Installation:• Use all specified fasteners. See Product Notes, page 10. • Nail holes in the center flange allow attachment to the rim joist and top and bottom plates.
continued on next page
An
gle
s &
Str
ap
s
1-800-328-5934 • www.USPconnectors.com80
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
L
1 1/4˝
KTS17
Typical KTS17installation
Uplift
Equal number of specifiedfasteners at each end
Typical LTW12 / MTW12Stud-to-rim joist
installation
Twist Straps – HTW, KTS, LFTA6, LTW, & MTW series cont.
Ref. No. W L L1 L2 Qty Type
12 10d x 1-1/212 10d
12 10d x 1-1/212 10d
12 10d x 1-1/2
12 10d12 10d x 1-1/2
12 10d
KTS9 TS9 16 1-1/4 9 -- -- -- -- 8 16d 785 2, F20, R12
KTS12 TS12 16 1-1/4 11-1/2 -- -- -- -- 10 16d 1065 2, F20, R12
14 10d x 1-1/2
14 10d
14 10d x 1-1/214 10d
KTS17 TS18 16 1-1/4 17-1/2 -- -- -- -- 14 16d 1100 2, F20, R1214 10d x 1-1/2
14 10d
16 8d16 8d x1-1/2
14 10d x 1-1/214 10d
KTS24 TS22 16 1-1/4 21-3/4 -- -- -- -- 18 16d 1395 2, F20, R12
14 10d x 1-1/214 10d
14 10d x 1-1/214 10d
14 10d x 1-1/2
14 10d14 10d x 1-1/2
14 10d16 10d x 1-1/2
16 10d
24 10d x 1-1/220 10d
24 10d x 1-1/220 10d
24 10d x 1-1/2
20 10d24 10d x 1-1/2
20 10d24 10d x 1-1/2
20 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, 1-1/2˝ for 10d nails, and 1-5/8˝ for 16d 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. To achieve F1 lateral loads, three nails must be installed on each side on the strap located closest to the bend line. New products or updated product information are designated in red.
DF-L / SPAllowable
Uplift Loads
160%1
Fastener
Schedule2,3,4,5,6
8, F14, R9
8, F14, R9
8, F14, R9
8, F14, R9
8, F14, R9
8, F14, R9
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
1530
1260
1530
1530
1195
1195
1195
1195
775
775
775
775
7-1/8
9-1/8 9-1/8
LFTA6 H6 16 2-1/4 19-1/8 8-3/8 6-1/2
8-1/2
5-1/8 5-1/8
4-1/2
6-1/2
13-7/16 13-7/16
8-5/16
28
12-1/812-1/8
7
11-1/8 11-1/8
17-1/430
301-1/4
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
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
1-1/4
30
16
20
24
20
30
24
28
14
14
14
12
16
18
20
12
16
18
16
14
14
14
16
16
16
16
HTW30C HTS30C
LTS12 18
18
18
18
16
16
16
HTW28 HTS28
HTW30 HTS30
HTW20 HTS20
HTW24 HTS24
MTW30C MTS30C
HTW16 HTS16
MTW20 MTS20
MTW30 MTS30
MTW24C MTS24C
MTW28C MTS28C
MTW16 MTS16
MTW18 MTS18
LTW20 LTS20
MTW12 MTS12
LTW16 LTS16
LTW18 LTS18
Dimensions
LTW12 4-1/2
USP
Stock No.7Steel
Gauge
1-1/4
12-7/16
18-9/16
10-7/16
12-7/16
6-1/2
7-1/2 7-1/2
6-1/2
8-1/2 8-1/2
1195
1530
1530
7-1/2 7-1/2
1210
1195
1195
1195
10-7/16
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/MTW12
L1
L2
MTW30C
Typical MTW30installation
Typical LTW12 / MTW12Truss-to-top plate
installation
Typical MTW20I-Joist Rafterinstallation
USP2141-091
An
gle
s &
Stra
ps
1-800-328-5934 • www.USPconnectors.com 81
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Masonry Straps MSTAM & MSTCM series
The MSTAM and MSTCM Strap Ties are designed toconnect a wood structure above to a masonry wall below.
Materials: See chartFinish: G90 galvanizing
Installation:• Use all specified fasteners.SeeProduct Notes, page 10.
Typical MSTCM40installation
Typical MSTAM36installation
3˝ minimum3˝ minimum
14˝minimum
12 1/2˝minimum
3˝ minimum3˝ minimum
14˝minimum
12 1/2˝minimum
NEW
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. New products or updated product information are designated in red.
CodeRef.
1301/4˝ Tapcon 14 1/4˝ Tapcon 3665
USPStock No.
SteelGauge
366514 MSTCM40 MSTCM40 16 3 40-1/4
Dimensions
Uplift
Allowable Loads (Lbs.)1,2
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.
MSTAM36
MSTCM40
USPStock No.
ClearSpan
Fastener Schedule Allowable Loads (Lbs.)1
CMU3
Concrete3
Nails2 Uplift
MSTCM40W
3˝
L
1 1/ 2˝
3˝
L
5/8˝
WMSTAM36
Clear Span Chart
An
gle
s &
Str
ap
sMasonry Straps – HTWM series
1-800-328-5934 • www.USPconnectors.com82
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
15˚ Max
Connector strap
OD1 D2
Hanger
Typical KSAinstallation
Typical KSAinstallation
KSA – 7 or 12 gauge. KSA36 and KSA47 can be field adjusted for smaller beam widths. It installs with nails or bolts.
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 10.• KSA36 and KSA47 can be field adjusted for smaller beam widths.
Typical KHSA4installation
Allowable loadsO
18º Max
Typical HTWMinstallation
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 galvanizing
Installation Instructions:• Use all specified fasteners. See Product Notes pages 10.• 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 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 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.
Uplift
Allowable Loads (Lbs.) 1
USPStock No.
SteelGauge
CodeRef.
130
Dimensions
CMU3
WedgeBolts
Fastener Schedule
Concrete3
WedgeBolts
Truss/Rafter2
NailType
Connector Straps – KHSA & KSA series
continued on next page
USP2141-091
An
gle
s &
Stra
ps
1-800-328-5934 • www.USPconnectors.com 83
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
WL
0
KHSA5
W
L
0
Nails Bolts
Ref. No. W L O D1 D2 Qty Type Qty Dia. 160% 160%
KSA34 -- -- 7 2-1/16 34-3/8 9 6-11/16 4-1/2 -- -- -- -- 4 3/4 -- -- 4255
KSA36 SA36 12 2-1/16 37-7/8 9 6-11/16 4-1/2 22 16d 4 1/2 2620 2015 KSA45 -- -- 7 2-1/16 44-7/8 19-1/2 8-1/4 5-1/4 -- -- -- -- 4 3/4 -- -- 4255
KSA47 -- -- 12 2-1/16 48-3/8 19-1/2 8-1/4 5-1/4 22 16d 4 1/2 2620 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. New products or updated product information are designated in red.
Allowable Tension Loads (Lbs.)1,2
DF-L / SP
Dimensions Fastener Schedule
Nails3
CodeRef.
2, F20,R12
Bolts4
USPStock No.
SteelGauge
KSA36
Bolts must be ordered separately. See page 20
for available sizes.
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 NA25 12 NA25 1310 1635 1800 KVB7 VB7 12 15 - 22-1/2 84 4 NA25 12 NA25 1310 1635 1800
KVB8 VB8 12 22-1/2 - 28-1/2 96 4 NA25 12 NA25 1310 1635 1800
KVB10 VB10 12 28-1/2 - 36 120 4 NA25 12 NA25 1310 1635 1800 KVB12 VB12 12 36 - 42 144 4 NA25 12 NA25 1310 1635 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) NA25 nails are 3 gauge (0.250˝ diameter) by 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 red.
Allowable Tension Loads (Lbs.)Dimensions (inches) Fastener Schedule1,2
Beam Joist CodeRef.
2,F20,R12
USPStock No.
SteelGauge
DF-L / SP
KVB – Installs with NA25 nails 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 10.• NA25 nails 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
An
gle
s &
Str
ap
s
1-800-328-5934 • www.USPconnectors.com84
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®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. New products or updated product information are designated in red.
CodeRef.
Allowable Loads (Lbs.)
USPStock No.
SteelGauge
Dimensions Fastener Schedule
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.
Materials: 20 gaugeFinish: G90 galvanizing
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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.
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 - 1,905 -- --
JLIF-TZ 18 • • • • • • 465 - 1,520 -- -- SUH 16 • • • • • • 465 - 2,210 -- --
JUS 18 • • • • • • 655 - 2,345 -- --16 • • • • • • • • 2,635 - 5,310 -- --
14 • • • • • • • • 800 - 2,580 -- --
HD 14 • • • • • • • • • 565 - 3,950 -- -- HDQ 14 • • • • • • • • • 3,010 - 5,265 -- --
J 14 • • • 1,420 - 2,840 -- -- KLB 14 • • • • • 1,365 -- --
KB 12 • • • • • 2,420 - 3,495 -- --
KHB 12 • • • • • 4,265 -- -- KHHB 7 • • • • • 4,260 - 5,275 -- --
HDO 12 • • • • • • • 2,170 - 5,475 -- -- HHDO 12 • • • • • • • 3,705 - 6,155 -- --
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 - 2,855 -- --
LS 18 • • • • • 960 - 1,235 -- --16 • • • • • • • • • • 510 - 2,210 -- --
14 • • • • • • • • • • 1,410 - 3,950 -- -- SKHH 14 • • • • • • • • • • 1,510 - 3,640 -- --
KF 18 • • • • • 595 - 810 -- --
PHG 18 • • • • • 580 - 650 -- -- FH 18 • • • • • 960 - 1,235 -- --
FHD 18 • • • • • 960 - 1,235 -- -- JDS 18 • • • • • 480 - 1,575 -- --
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˝ • • • • • • -- -- 5,200
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.
SKH
Header Material
Masonry
TopMount
Slopeand
Skew
Paneland
Purlin
Style
FaceMount
100% Allowable Loads (Lbs.) Range
HUS
Hanger Selector Guide
USP2141-091
HangersH
an
gers
1-800-328-5934 • www.USPconnectors.com 85
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Han
gers
1-800-328-5934 • www.USPconnectors.com86
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
KBKLB
JUS
Face Mount Joist Hangers . . . . . . . . . . . . . Pages 88-97• 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.
• 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.
• J SeriesHeavy-capacity 14 gauge ornamental joist hanger with primer coating.
Top Mount Hangers . . . . . . . Pages 97-103• KLB SeriesLight-capacity 14 gauge top mount hanger with uplift capacity.
• KB SeriesMedium-capacity 12 gauge top mount hanger with uplift capacity.
• KHB SeriesMedium-to-heavy-capacity 12 gauge top mount hanger with uplift capacity.
• KHHB SeriesHeavy-capacity 7 gauge top mount hanger with uplift capacity.
• 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.
HD
HL
KHB
SW
SWH KHW JH
KHHB HDO
HUS
JTHDQ
JL SUHJLIF-TZ
Hangers
continued on next page
USP2141-091
Han
gers
1-800-328-5934 • www.USPconnectors.com 87
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Slope & Skew Hangers . . . . Pages 103-105• LS SeriesLight-capacity hanger for slopes of 0° to 30° down.
• SKH SeriesLight-capacity 45° skewed hanger.
• SKHH SeriesMedium-capacity 45° skewed hanger.
Panel & Purlin Hangers . . . . . . . . . Pages 106-107• KF SeriesPanel hanger with a joist end nail.
• PHG SeriesPanel hanger that uses a gripper instead of a nail.
• FH SeriesMedium-capacity purlin hanger.
• FHD SeriesMedium-capacity purlin saddle hanger.
• JDS SeriesMedium-capacity purlin saddle hanger.
• JPF SeriesMedium-capacity purlin hanger with double shear nailing.
Masonry Hangers . . . . . . . Pages 108-112• 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
FHD
MPHHWUH UMH NFM
JDS JPF
PHG FH
SKH SKHHLS
Hangers
Han
gers
1-800-328-5934 • www.USPconnectors.com88
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®Standard Joist Hangers – JL & 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.
Materials: See chartFinish: G90 galvanizing
Options: See SUH Specialty Options Chart.Codes: ESR-1781, ESR-1280 L.A. City RR 25749 ,
FL816, FL571, FL11664, Dade County, FL 07.0214.20
Installation:• Use all specified fasteners. See Product Notes, page 10.• Speed prongs are designed to temporarily position hangers on headers for more convenient nail fastening, but specified nails must beused to achieve allowable loads.
A
H
DW
JL26 SUH26-2
Typical SUH26-2installation
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˚.
80% of table load.75% of uplift loadon skews greater
than 15˚.
SUH Specialty Options Chart – refer to SpecialtyOptions pages 201, 203 to 204 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
NEW
A
H
DW
Dimple allows 30º
to 45˚nailing
JUS28
HUS28-2
Typical HUS410IF invertedflange installation
Typical HUS46installation
The HUS & JUS hanger series offers double shear nailing. USP’s dimple allows for30° to 45° nailing through the joist into the header resulting in higher loads and lessnailing. Slant nailing also eliminates the need for shorter joist nails in 2x applications.
Materials: JUS - 18 gauge; HUS - 14 or 16 gaugeFinish: G90 galvanizing; JUS24-GC, JUS26-GC, JUS210-GC,
JUS26-2GC, & JUS210-2GC – Gold CoatOptions: 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,Dade County, FL 07-0419.01, Dade County, FL 07-0214.20 & Dade County, FL 06-0921.05
Installation:• Use all specified fasteners. See Product Notes, page 10.• Joist nails must be driven at a 30° to 45° angle through the joist or truss into theheader to achieve listed loads. Standard length “double shear” nails must beused to achieve listed load values.• JUS - 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 201 to202 for additional details.
Double shear nail designfeatures fewer nails and
faster installation
Uses standard length nails
GOLDCOAT
AVAILABLE IN
USP2141-091
Han
gers
1-800-328-5934 • www.USPconnectors.com 89
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Slant Nail Joist Hangers – HUS & JUS series
Han
gers
1-800-328-5934 • www.USPconnectors.com90
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
HDQ inverted flange hangers install with woodscrews eliminating the need to drill bolt holes simplifying installation.
Materials: 14 gaugeFinish: G90 galvanizing
Installation:• Use all specified fasteners. See Product Notes,page 10.• 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.
Materials: 14 gaugeFinish: G90 galvanizing
Options: All nominal lumber sizes are available for rough/full size lumber. See Specialty Options Chart.
Codes: ESR-1781, FL815
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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. 4) Modifications of HD hangers may be manufactured as hot rolled, welded, or primed.
1˚ to 67-1/2˚when width is1-3/4˝ or less.
1˚ to 50˚ on all others.
1˚ to 45˚ See Sloped Seat and Skewed
100% of table load
80% of table load.75% of uplift loadon skews greater
than 15˚.
Range
Ordering
AllowableLoads
Not available inwidths less than 2-1/4˝
100% of table load.75% of uplift loadon skews greater
than 15˚.
100% of table load.65% of table load whennailing into the support
members end grain.
See Sloped Seat and Skewed.Ex. HD410-SK45RSL30D
Add IFto product number.
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 201 to 202 for additional details.
Typical HD3212glulam installation
Typical HD610installation
Inverted Flange Hangers – HDQ series
H
3˝WTypical HDQ-IF
installation
Up to 3/4˝ gap
NEW
HDQ-IF
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, F10
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 111516 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 3030 1925 6, F18,
D2
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 730
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 73018 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 885
20 1-9/16 6-3/8 1-1/2 15/16 10 16d 6 10d x 1-1/2 1360 1565 1700 88518 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 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
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 800
16 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 3030 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 8-7/32 1-1/2 -- -- 11 10d 6 10d x 1-1/2 1275 1465 1595 1095
18 1-9/16 8-7/32 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
16 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 80016 1-9/16 8 2 1-3/16 10 10d 6 10d x 1-1/2 1160 1335 1450 1085
16 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, F10
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. New products or updated product information are designated in red.
Allowable Loads (Lbs.)
DF-L / SP
Roof
2 x 4
JL24 LU24 LU24-18
JL24IF-TZ -- --
SUH24 U24
2 x 6
JL26 LU26 LU26-18
JL26IF-TZ LUC26Z
SUH26 U26
2 x 8
JL26 LU26 LU26-18
JL26IF-TZ LUC26Z
JL28 LU28
JL28IF-TZ LUC28Z
SUH26 U26
SUH28 -- --
2 x 10
JL28 LU28
JL28IF-TZ LUC28Z
JL210 LU210 LU210-18
JL210IF-TZ LUC210Z
SUH28 -- --
SUH210 U210
Joist
USPStock No.
SteelGauge
Dimensions Fastener Schedule2,3,4,6,7
Header
CodeRef.
5, F6,F11, D3
130
2, F20,R12
5, F6,F11, D3
130
2, F20,R12
5, F6,F11, D3
130
6, F18,D2
5, F10
5, F6,F11, D3
130
6, F6,F15, D3
2, F20,R12
6, F6,F15, D3
6, F6,F15, D3
6, F6,F15, D3
2, F20,R12
5, F6,F11, D3
130
5, F6,F11, D3
130
6, F18,D2
5, F10
A
H
DW
continued on next page
USP2141-091
Han
gers
1-800-328-5934 • www.USPconnectors.com 91
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Face Mount Hanger Charts
Han
gers
1-800-328-5934 • www.USPconnectors.com92
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®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 8-7/32 1-1/2 -- -- 11 10d 6 10d x 1-1/2 1275 1465 1595 1095
18 1-9/16 8-7/32 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, F18,
D2
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
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 109516 1-9/16 8 2 1-3/16 10 10d 6 10d x 1-1/2 1160 1335 1450 1085
16 1-9/16 8 2 1-3/16 10 16d 6 10d x 1-1/2 1380 1585 1725 108516 1-9/16 10 2 1-1/8 12 10d 8 10d x 1-1/2 1390 1600 1740 1330
16 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 1330
16 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
16 3-1/8 3-1/8 2 1-1/8 6 10d 2 10d 695 800 870 37016 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, F10 HUS24-2 -- -- 14 3-1/8 3-7/16 2 1 4 16d 2 16d 800 920 920 495 6, F15
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 135516 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, F10 HUS24-2 -- -- 14 3-1/8 3-7/16 2 1 4 16d 2 16d 800 920 920 495 6, F15
HUS26-2 HUS26-2 14 3-1/8 5-1/4 2 1 4 16d 4 16d 1030 1185 1185 1115 6, F18,F15, D2
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, F10 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 135516 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 1185 1115 HUS28-2 HUS28-2 14 3-1/8 7-1/8 2 1 6 16d 6 16d 1550 1780 1780 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 740
16 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 1780 1810 6, F18,F15, D2
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, F10
HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 8 16d 8 16d 2065 2375 2375 2210 6, F18,F15, D2
HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F10 HDQ210-2IF HUCQ210-2-SDS 14 3-1/4 9 3 1-1/2 12 WS3 6 WS3 4510 5190 5590 2975 130
Dimensions Fastener Schedule2,3,4,6,7
Header Joist
USPStock No.
SteelGauge
2 x 12
JL210 LU210 LU210-18
JL210IF-TZ LUC210Z
SUH210 U210
2 x 14
JL210 LU210 LU210-18
SUH210 U210
SUH214 U214
2 x 16
SUH214 U214
(2) 2 x 4 SUH24-2 U24-2
(2) 2 x 6
SUH26-2 U26-2
(2) 2 x 8
SUH26-2 U26-2
SUH28-2 -- --
(2) 2 x 10
SUH28-2 -- --
SUH210-2 U210-2
Allowable Loads (Lbs.)
DF-L / SP
Roof CodeRef.
5, F6,F11, D3
130
2, F20,R12
5, F6,F11, D3
5, F10
6, F5,F15, D7
2, F20,R12
2, F20,R12
5, F10
2, F20,R12
6, F5,F15, D7
6, F5,F15, D7
6, F6,F15, D3
5, F10
2, F20,R12
2, F20,R12
6, F18,F15, D2
2, F20,R12
5, F10
continued on next page
Face Mount Hanger Charts continued
Floor Uplift1
Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160%
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 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 2375 2210 6, F18,F15, D2
HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F10
HDQ210-2IF HUCQ210-2-SDS 14 3-1/4 9 3 1-1/2 12 WS3 6 WS3 4510 5190 5590 2975 130
HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 10 16d 10 16d 2580 2965 2965 3060 6, F18,F15, D2
HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 5, F10
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
JUS214-2 LUS214-2 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, F10
HDQ210-2IF HUCQ210-2-SDS 14 3-1/4 9 3 1-1/2 12 WS3 6 WS3 4510 5190 5590 2975 130
HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 10 16d 10 16d 2580 2965 2965 3060 6, F18,F15, D2
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 LUS214-2 18 3-1/8 13-1/8 2 1 12 16d 6 16d 2345 2700 2935 1980 6, F15 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 2285
16 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, F10
JUS36 LUS36 18 2-9/16 5-5/16 2 1 4 16d 4 16d 1015 1170 1220 1355 616 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
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, F10 JUS38 -- -- 18 2-9/16 6-3/4 2 1 6 16d 4 16d 1290 1485 1615 1355 6
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 616 2-9/16 8-7/8 2 1-1/8 14 10d 6 10d x 1-1/2 1625 1870 2030 1085
16 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 3010 3380 3380 1365 13016 2-9/16 8-7/8 2 1-1/8 14 10d 6 10d x 1-1/2 1625 1870 2030 1085
16 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 3010 3380 3380 1365 130 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, F10
16 2-9/16 10-9/16 2 1-1/8 16 10d 6 10d x 1-1/2 1855 2135 2320 108516 2-9/16 10-9/16 2 1-1/8 16 16d 6 10d x 1-1/2 2210 2505 2505 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, F10
HDQ310IF HUCQ310-SDS 14 2-9/16 9 3 1-3/16 8 WS3 4 WS15 3010 3380 3380 1365 130 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 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. New products or updated product information are designated in red.
Dimensions Fastener Schedule2,3,4,6,7
Header Joist
USPStock No.
SteelGauge
(2) 2 x 12
SUH210-2 U210-2
(2) 2 x 14
SUH210-2 U210-2
(2) 2 x 16
3 x 4 SUH34 U34
3 x 6
SUH34 U34
SUH36 U36
3 x 8 SUH36 U36
SUH310 U310
3 x 10
3 x 12
SUH310 U310
3 x 14
SUH314 U314
DF-L / SP
Roof
Allowable Loads (Lbs.)
CodeRef.
2, F20,R12
2, F20,R12
2, F20,R12
6, F5,F15, D7
5, F10
5, F10
2, F20,R12
2, F20,R12
5, F10
5, F10
5, F10
2, F20,R12
2, F20,R12
2, F20,R12
5, F10
continued on next page
A
H
DW
USP2141-091
Han
gers
1-800-328-5934 • www.USPconnectors.com 93
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Han
gers
1-800-328-5934 • www.USPconnectors.com94
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®Face Mount Hanger Charts continued
Floor Uplift1
Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160%
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
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 5, F10
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 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
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 198016 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
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 12 10d 2540 2920 3175 1905
HDQ210-3IF HUCQ210-3-SDS 14 4-5/8 9 3 1-1/2 12 WS3 6 WS3 4510 5190 5590 2975 130
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
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 12 10d 2540 2920 3175 1905 5, F10
HDQ210-3IF HUCQ210-3-SDS 14 4-5/8 9 3 1-1/2 12 WS3 6 WS3 4510 5190 5590 2975 130
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, F10
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
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 12 10d 2540 2920 3175 1905 5, F10
HDQ210-3IF HUCQ210-3-SDS 14 4-5/8 9 3 1-1/2 12 WS3 6 WS3 4510 5190 5590 2975 130
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 -- -- 14 6-1/8 9 3-1/4 2 24 16d 6 10d 3385 3890 4230 1140 (4) 2 x 12 HD210-4 -- -- 14 6-1/8 9 3-1/4 2 24 16d 6 10d 3385 3890 4230 1140
(4) 2 x 14 HD210-4 -- -- 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
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, F10
JUS46 LUS46 18 3-5/8 5 2 1 4 16d 4 16d 1015 1170 1220 1355 6, F5,
F15, D7
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 1185 1115 6, F18,F15, D2
HD46 HU46 14 3-9/16 4-15/16 2-1/2 1-1/8 12 16d 6 10d 1690 1945 2095 1140 5, F10
U314
(3) 2 x 14 SUH210-3 U210-3
(3) 2 x 8 SUH26-3 U26-3
SUH210-3 U210-3 (3) 2 x 10
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
4 x 4 SUH44 U44
(3) 2 x 16
4 x 6
SUH44 U44
SUH46 U46
USPStock No.
SteelGauge
Dimensions Fastener Schedule2,3,4,6,7
Header
Roof
Allowable Loads (Lbs.)
DF-L / SP
CodeRef.
5
5, F10
2, F20,R12
2, F20,R12
2, F20,R12
2, F20,R12
5, F10
6, F5,F15, D7
2, F20,R12
2, F20,R12
5, F10
6, F5,F15, D7
5, F10
2, F20,R12
2, F20,R12
continued on next page
Face Mount Hanger Charts continued
Floor Uplift1
Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160%
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 1185 1115
HUS48 HUS48 14 3-5/8 7 2 1 6 16d 6 16d 1550 1780 1780 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 1780 1810 6, F18,F15, D2
HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 14 16d 6 10d 1975 2270 2470 1140 5, F10
HUS410 HUS410 14 3-5/8 8-7/8 2 1 8 16d 8 16d 2065 2375 2375 2210 6, F18,F15, D2
HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F10
HDQ410IF HUCQ410-SDS 14 3-9/16 9 3 1-1/2 12 WS3 6 WS3 4510 5190 5590 2975 130
JUS410 LUS410 18 3-5/8 8-7/8 2 1 8 16d 6 16d 1800 2070 2250 1980 6, F5,F15, D7
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, F10
HUS410 HUS410 14 3-5/8 8-7/8 2 1 8 16d 8 16d 2065 2375 2375 2210 6, F18,F15, D2
HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F10
HDQ410IF HUCQ410-SDS 14 3-9/16 9 3 1-1/2 12 WS3 6 WS3 4510 5190 5590 2975 130
HUS412 HUS412 14 3-5/8 10-7/8 2 1 10 16d 10 16d 2580 2965 2965 3060 6, F18,F15, D2
HDQ412IF HUCQ412-SDS 14 3-9/16 11 3 1-1/2 14 WS3 6 WS3 5265 5590 5590 2975 130
HD412 HU412 14 3-9/16 10-13/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 5, F10
JUS414 LUS414 18 3-5/8 12-7/8 2 1 12 16d 6 16d 2345 2700 2935 1980 6, F15
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, F10
HDQ410IF HUCQ410-SDS 14 3-9/16 9 3 1-1/2 12 WS3 6 WS3 4510 5190 5590 2975 130
HUS412 HUS412 14 3-5/8 10-7/8 2 1 10 16d 10 16d 2580 2965 2965 3060 6, F18,F15, D2
HDQ412IF HUCQ412-SDS 14 3-9/16 11 3 1-1/2 14 WS3 6 WS3 5265 5590 5590 2975 130
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
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 HD412 HU412 14 3-9/16 10-13/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 5, F10
HDQ412IF HUCQ412-SDS 14 3-9/16 11 3 1-1/2 14 WS3 6 WS3 5265 5590 5590 2975 130 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. New products or updated product information are designated in red.
4 x 8
SUH46 U46
SUH410 U410
4 x 10
4 x 12
SUH410 U410
4 x 14
SUH414 U414
Dimensions Fastener Schedule2,3,4,5,6
Header Joist
USPStock No.
SteelGauge
4 x 16
SUH414 U414
4 x 18
Allowable Loads (Lbs.)
DF-L / SP
Roof
2, F20,R12
6, F5,F15, D7
CodeRef.
2, F20,R12
2, F20,R12
2, F20,R12
2, F20,R12
6, F18,F15, D2
5, F10
6, F5,F15, D7
5, F10
5, F10
continued on next pageUSP2141-091
Han
gers
1-800-328-5934 • www.USPconnectors.com 95
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Han
gers
1-800-328-5934 • www.USPconnectors.com96
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
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, F1016 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 4510 5190 5590 2975 130
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, F10
HDQ610IF HUCQ610-SDS 14 5-1/2 9 3 1-1/2 12 WS3 6 WS3 4510 5190 5590 2975 130 HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 5, F10
HDQ612IF HUCQ612-SDS 14 5-1/2 11 3 1-1/2 14 WS3 6 WS3 5265 5590 5590 2975 130
HD610 HU610 14 5-1/2 7-13/16 2-1/2 1-1/8 18 16d 10 10d 2540 2920 3175 1905 5, F10 HDQ610IF HUCQ610-SDS 14 5-1/2 9 3 1-1/2 12 WS3 6 WS3 4510 5190 5590 2975 130
HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8 22 16d 10 10d 3100 3565 3880 1905 5, F10 HDQ612IF HUCQ612-SDS 14 5-1/2 11 3 1-1/2 14 WS3 6 WS3 5265 5590 5590 2975 130
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 5265 5590 5590 2975 130
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 72516 2 6-7/16 2 1-1/8 8 10d 6 10d x 1-1/2 930 1065 1160 800
16 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 1085
16 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 695 800 870 440
16 4 2-11/16 2 1-1/8 6 16d 2 16d 830 950 1035 44016 4 4-11/16 2 1-1/8 8 10d 4 16d 930 1065 1160 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 132516 6 5 2 1 8 10d 4 16d 930 1065 1160 885
16 6 5 2 1 8 16d 4 16d 1105 1270 1380 88516 6 9 2 1 14 10d 6 16d 1625 1870 2030 1325
16 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 16d 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 16d 3665 4215 4570 2285
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. New products or updated product information are designated in red.
5, F10
5, F10
5
2, F20,R12
2, F20,R12
5, F10
5, F10
130
5, F10
CodeRef.
Rough Lumber Sizes
USPStock No.
SteelGauge
DF-L / SP
Roof
Dimensions Fastener Schedule2,3,4
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
Allowable Loads (Lbs.)
4 x 10 SUH410R U410R
2 x 10 - 12 - 14 SUH210R U210R
2 x 14 - 16 SUH214R
U66R
4 x 6 SUH44R U44R
4 x 8 SUH46R U46R
-- --
2 x 6 - 8 SUH26R U26R
2 x 8 - 10 SUH28R -- --
2 x 4 SUH24R 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
Face Mount Hanger Charts continued
A
H
DW
USP2141-091
Han
gers
1-800-328-5934 • www.USPconnectors.com 97
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Heavy-Duty Ornamental Hangers – J series
Typical JTinstallation
These 14 gauge hangers are designed to support joists andbeams in exposed applications where a more decorativeappearance is desired. All models are coated with USP primerfor subsequent finish painting by the installer.
Materials: 14 gaugeFinish: USP primer
Installation:• Use all specified fasteners. See Product Notes, page 10.
Floor Uplift1
Joist Size Ref. No. W H D A Qty Type Qty Type 100% 115% 125% 160%
2 x 6 - 8 JSS -- -- 14 1-9/16 5 1-5/8 1-1/4 10 16d 4 8d x 1-1/2 1420 1635 1775 640
2 x 8 - 10 - 12 JS -- -- 14 1-9/16 7 1-5/8 1-1/4 10 16d 4 8d x 1-1/2 1420 1635 1775 640
(2) 2 x 6 - 8 JDD -- -- 14 3-1/16 5-3/8 1-5/8 1-1/4 14 16d 4 10d 1990 2285 2485 770 (2) 2 x 8 - 10 - 12 JD -- -- 14 3-1/16 7-1/4 1-5/8 1-1/4 20 16d 4 10d 2840 3265 3550 770
(3) 2 x 8 - 10 - 12 JT -- -- 14 4-9/16 7 1-3/4 1-1/4 20 16d 4 10d 2840 3265 3550 770 3 x 8 - 10 - 12 J3 -- -- 14 2-9/16 6-1/2 1-3/4 1-1/4 18 16d 4 10d x 1-1/2 2555 2940 3195 740
4 x 8 - 10 - 12 J4 -- -- 14 3-9/16 7 1-3/4 1-1/4 20 16d 4 10d 2840 3265 3550 770
6 x 8 - 10 - 12 J6 -- -- 14 5-9/16 7 1-5/8 1-1/4 20 16d 4 16d 2840 3265 3550 910
1) Uplift 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) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 4) Minimum nail embedment shall be 1-5/8˝ for 16d nails.
Dimensions
DF-L / SPHeader Joist
Fastener Schedule2,3,4Allowable Loads (Lbs.)
CodeRef.
130
USPStock No.
SteelGauge
Roof
beam & Purlin Hangers – KB, KHB, KHHB, & KLB series
JT
A
H
DW
Some model designs may varyfrom illustration shown
Typical KHHB installation
TF
H
DWKB
TF
H
DW
KHB
TF
H
DW
KLB
TF
H
DW
KHHB
See Welded Installation Chart on page 205.
With a top mount design and heavy steel fabrication theKB, KHB, KHHB, and KLB hangers can cover medium-to-heavy beam and purlin applications. The top mount designoffers high loads with less nailing than comparable facemount hangers.
KLB – 14 gauge.
KB – 12 gauge.
KHB – 12 gauge, deeper seat.
KHHB – 7 gauge.
Materials: See chartFinish: KLB, KB & KHB – G90 galvanizing;
KHHB – USP primerCodes: ESR-1280, FL1164,
L.A. City RR 25749
Installation:• Use all specified fasteners. See Product Notes, page 10.• NA20D and NA25 nails are included with hangers whereapplicable.• KB, KHB, and KHHB models are not recommended for use with LVL, PSL, or LSLmembers.
Han
gers
Heavy-Duty Top Mount Hangers – HDO series
1-800-328-5934 • www.USPconnectors.com98
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
H
DW
1 1/4˝
TF
HDO28-2
Typical HDO skewedoption installation
Typical HDO410IFinverted flange installation
Specialty Options Chart – refer to Specialty Options pages 201and 203 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
Add IFto product number.
Ex. HDO610IF
AllowableLoads
Ordering
100% of table load.75% of uplift loadon skews greater
than 15˚.
100% of table load
80% of table load.75% of uplift loadon skews greater
than 15˚.
100% of table load.65% of table load whennailing into the supportmembers end grain.
Add SK, angle required,and right (R) or left (L),
to product number.Ex. HDO210-SK45R
Not available inwidths less than 3-1/8˝
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
Add SL,slope required,and up (U) or down (D),
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.
Materials: 12 gaugeFinish: G90 galvanizing
Options: All nominal lumber sizes are available for rough/fullsize lumber. See Specialty Options Chart.
Codes: ESR-1781, FL815
Installation:• Use all specified fasteners. See Product Notes, page 10.• Check top flange dimensions to ensure compatibility withheader widths.• Do not use for welded or nailer applications.Reference Specialty Options chart below for hangeroptions.
USP2141-091
Han
gers
1-800-328-5934 • www.USPconnectors.com 99
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
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.
Allowable Loads (Lbs.)4
SWH
USPStock No.
NailerSize
Fastener Schedule1,2,3
Nailer Installation Chart – chart represents maximum allowableloads for hangers used on wood nailers. Reference page 117.
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
Add SL,slope required,and up (U)or down (D),
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
Add SA, and saddlewidth required
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
Specialty Options Chart – refer to Specialty Options pages 201, 203 to 204 for additional details.
Installation:• Use all specified fasteners. See Product Notes, page 10.• NA20D nails are supplied with KHW hangers.• KHW models are not recommended for use with LVL,PSL, or LSL members.
2 1/2˝
L
H
DW
SWH410
SW – Light-duty hanger.
SWH – Medium-duty hanger.
KHW – Heavy-duty hanger installs with NA20D nails for higher load 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.
Codes: ESR-2104, FL820, L.A. City RR 25745
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
Installation:• Use all specified fasteners. See Product Notes, page 10.
Light Gauge Purlin Hangers – HL seriesTF
H
DW
HL210
Han
gers
1-800-328-5934 • www.USPconnectors.com100
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®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, F10
HL26 JB26 18 1-9/16 5-3/8 1-1/2 -- -- 1-5/16 2 4 16d -- -- -- -- 1270 1270 1270 -- -- 2, F20, R12
KLB26 LB26 14 1-9/16 5-3/8 1-3/4 -- -- 1-3/8 2 4 16d 2 10d x 1-1/2 1365 1365 1365 365 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, F10
HL28 JB28 18 1-9/16 7-5/16 1-3/4 -- -- 1-5/16 2 4 16d -- -- -- -- 1590 1590 1590 -- -- 2, F20, R12
KLB28 LB28 14 1-9/16 7-1/4 1-3/4 -- -- 1-3/8 2 4 16d 2 10d x 1-1/2 1365 1365 1365 365 2, F20, R12
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, F10
HL210 JB210 18 1-9/16 9-5/16 2 -- -- 1-5/16 2 4 16d -- -- -- -- 1590 1590 1590 -- -- 2, F20, R12
KLB210 LB210 14 1-9/16 9-1/4 2 -- -- 1-3/8 2 4 16d 2 10d x 1-1/2 1365 1365 1365 365 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, F10
HL212 JB212 18 1-9/16 11-1/4 2-5/16 -- -- 1-5/16 2 4 16d -- -- -- -- 1590 1590 1590 -- -- 2, F20, R12
KLB212 LB212 14 1-9/16 11-1/8 2 -- -- 1-3/8 2 4 16d 2 10d x 1-1/2 1365 1365 1365 365 2, F20, R12
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, F10
HL214 JB214 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
KLB214 LB214 14 1-9/16 13-1/8 2 -- -- 1-1/2 2 2 16d 2 10d x 1-1/2 1365 1365 1365 365 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, F10
KLB216 LB216 14 1-9/16 15-1/8 2 -- -- 1-1/2 2 2 16d 2 10d x 1-1/2 1365 1365 1365 365 2, F20, R12
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 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, F10
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, F10
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, F10
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
KB38 B38 12 2-9/16 7-1/4 2 -- -- 2-1/2 2 2 NA20D 2 10d x 1-1/2 2420 2420 2420 385 2, F20, R12
HDO38 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, F10
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
KB310 B310 12 2-9/16 9-1/4 2 -- -- 2-1/2 2 2 NA20D 2 10d x 1-1/2 2420 2420 2420 385 2, F20, R12
HDO310 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, F10
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
KB312 B312 12 2-9/16 11-1/8 2-3/8 -- -- 2-1/2 2 2 NA20D 2 10d x 1-1/2 2420 2420 2420 385 2, F20, R12
HDO312 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, F10
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
KB314 B314 12 2-9/16 13-1/8 2-3/8 -- -- 2-1/2 2 2 NA20D 2 10d x 1-1/2 2420 2420 2420 385 2, F20, R12
HDO314 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, F10
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
KB316 B316 12 2-9/16 15-1/8 2-3/8 -- -- 2-1/2 2 2 NA20D 2 10d x 1-1/2 2420 2420 2420 385 2, F20, R12
HDO316 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, F10
(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, F10
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 12 3-1/8 5-3/8 2-1/4 -- -- 2-1/2 4 6 16d 4 10d 3050 3050 3050 815 5, F10
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
HDO28-2 HU28-2TF 12 3-1/8 7-1/8 2-1/4 -- -- 2-1/2 4 8 16d 4 10d 3825 3825 3825 815 5, F10
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
HDO210-2 HU210-2TF 12 3-1/8 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 10d 4565 4565 4565 1220 5, F10
CodeRef.
(2) 2 x 6
(2) 2 x 8
(2) 2 x 10
3 x 10
3 x 12
3 x 14
3 x 16
2 x 14
2 x 16
3 x 6
3 x 8
2 x 6
2 x 8
2 x 10
2 x 12
Beam/Joist Size
SteelGauge
Qty RoofUSPStock No.
Dimensions Fastener Schedule3,4,5,6 Allowable Loads (Lbs.)7,8
Header Joist DF-L / SP
continued on next page
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, 2˝ for NA20D nails, and 2-1/2˝ for NA25 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, KHW, and HHDO hangers. 6) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with KHHB hangers. 7) KB, KHB, KHHB, and KLB load values are based on 625 psi perpendicular to grain loading. 8) KHW Glulam load values are based on 560 psi perpendicular to grain loading. New products or updated product information are designated in red.
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
HDO212-2 HU212-2TF 12 3-1/8 11 2-1/2 -- -- 2-1/2 4 12 16d 6 10d 4880 5230 5465 1220 5, F10
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
HDO214-2 HU214-2TF 12 3-1/8 13 2-1/2 -- -- 2-1/2 4 14 16d 8 10d 5175 5410 5410 1625 5, F10
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, F10
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, F10
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 12 3-9/16 5-3/8 2-1/4 -- -- 2-1/2 4 6 16d 4 10d 3050 3050 3050 815 5, F10
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
KB48 B48 12 3-9/16 7-1/4 2 -- -- 2-1/2 2 2 NA20D 2 NA20D 2420 2420 2420 560 2, F20, R12
HDO48 HU48TF 12 3-9/16 7-1/8 2-1/4 -- -- 2-1/2 4 8 16d 4 10d 3825 3825 3825 815 5, F10
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
KB410 B410 12 3-9/16 9-1/4 2-3/8 -- -- 2-1/2 2 2 NA20D 2 NA20D 2420 2420 2420 560 2, F20, R12
HDO410 HU410TF 12 3-9/16 9-1/8 2-1/4 -- -- 2-1/2 4 10 16d 6 10d 4565 4565 4565 1220 5, F10
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
KB412 B412 12 3-9/16 11-1/8 2-3/8 -- -- 2-1/2 4 2 NA20D 2 NA20D 2870 2870 2870 560 2, F20, R12
KHB412 -- -- 12 3-9/16 11-1/8 3 -- -- 2-1/2 4 6 NA20D 4 NA20D 4265 4265 4265 1120 2, F20, R12
HDO412 HU412TF 12 3-9/16 11 2-1/4 -- -- 2-1/2 4 12 16d 6 10d 4880 5230 5465 1220 5, F10
KHHB412 HHB412 7 3-9/16 11-1/8 3 -- -- 2-1/2 2 2 NA25 2 NA25 4260 4335 4385 815 2, F20, R12
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
KB414 B414 12 3-9/16 13-1/8 2-3/8 -- -- 2-1/2 4 2 NA20D 2 NA20D 2870 2870 2870 560 2, F20, R12
KHB414 -- -- 12 3-9/16 13-1/8 3 -- -- 2-1/2 4 6 NA20D 4 NA20D 4265 4265 4265 1120 2, F20, R12
HDO414 HU414TF 12 3-9/16 13 2-1/2 -- -- 2-1/2 4 14 16d 8 10d 5175 5410 5410 1625 5, F10
KHHB414 HHB414 7 3-9/16 13-1/8 3 -- -- 2-1/2 2 4 NA25 4 NA25 4765 4920 5020 1625 2, F20, R12
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
KB416 B416 12 3-9/16 15-1/8 2-3/8 -- -- 2-1/2 4 2 NA20D 2 NA20D 2870 2870 2870 560 2, F20, R12
KHB416 -- -- 12 3-9/16 15-1/8 3 -- -- 2-1/2 4 6 NA20D 4 NA20D 4265 4265 4265 1120 2, F20, R12
HDO416 HU416TF 12 3-9/16 15 2-1/2 -- -- 2-1/2 4 16 16d 8 10d 5475 5915 6210 1625 5, F10
KHHB416 HHB416 7 3-9/16 15-1/8 3 -- -- 2-1/2 2 4 NA25 4 NA25 4765 4920 5020 1625 2, F20, R12
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, F10
(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, F10
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, 2˝ for NA20D nails, and 2-1/2˝ for NA25 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, KHW, and HHDO hangers. 6) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with KHHB hangers. 7) KB, KHB, KHHB, and KLB load values are based on 625 psi perpendicular to grain loading. 8) KHW Glulam load values are based on 560 psi perpendicular to grain loading. New products or updated product information are designated in red.
Allowable Loads (Lbs.)7,8
Header Joist DF-L / SP
Dimensions Fastener Schedule3,4,5,6
Beam/Joist Size
SteelGauge
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.
continued on next page
USP2141-091
Han
gers
1-800-328-5934 • www.USPconnectors.com 101
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Han
gers
1-800-328-5934 • www.USPconnectors.com102
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®Top Mount Hanger Charts continued
Floor Uplift1
Ref. No. W H D L TF Qty Type Qty Type 100% 115% 125% 160%
(3) 2 x 14 HDO214-3 HU214-3TF 12 4-11/16 13 2-1/2 -- -- 2-1/2 4 14 16d 8 16d 5175 5410 5410 1710 5, F10
(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, F10
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, F10
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 HU68TF 12 5-1/2 7-1/8 2-1/2 -- -- 2-1/2 4 8 16d 4 16d 3825 3825 3825 955 5, F10
KHHB68 HHB68 7 5-1/2 7-1/4 3 -- -- 2-1/2 2 2 NA25 2 NA25 4260 4335 4385 815 2, F20, R12
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
KB610 B610 12 5-1/2 9-1/4 2-3/8 -- -- 2-1/2 4 6 NA20D 2 NA20D 3495 3495 3495 560 2, F20, R12
HDO610 HU610TF 12 5-1/2 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 16d 4565 4565 4565 1430 5, F10
KHHB610 HHB610 7 5-1/2 9-1/4 3 -- -- 2-1/2 2 2 NA25 2 NA25 4260 4335 4385 815 2, F20, R12
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
KB612 B612 12 5-1/2 11-1/8 2-3/8 -- -- 2-1/2 4 6 NA20D 2 NA20D 3495 3495 3495 560 2, F20, R12
HDO612 HU612TF 12 5-1/2 11 2-1/2 -- -- 2-1/2 4 12 16d 6 16d 4880 5230 5465 1430 5, F10
KHHB612 HHB612 7 5-1/2 11-1/8 3 -- -- 2-1/2 4 6 NA25 6 NA25 5275 5505 5655 2440 2, F20, R12
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
KB614 B614 12 5-1/2 13-1/8 2-3/8 -- -- 2-1/2 4 6 NA20D 2 NA20D 3495 3495 3495 560 2, F20, R12
HDO614 HU614TF 12 5-1/2 13 2-1/2 -- -- 2-1/2 4 14 16d 8 16d 5175 5410 5410 1710 5, F10
KHHB614 HHB614 7 5-1/2 13-1/8 3 -- -- 2-1/2 4 6 NA25 6 NA25 5275 5505 5655 2440 2, F20, R12
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
KB616 B616 12 5-1/2 15-1/8 2-3/8 -- -- 2-1/2 4 6 NA20D 2 NA20D 3495 3495 3495 560 2, F20, R12
HDO616 HU616TF 12 5-1/2 15 2-1/2 -- -- 2-1/2 4 16 16d 8 16d 5475 5915 6210 1905 5, F10
KHHB616 HHB616 7 5-1/2 15-1/8 3 -- -- 2-1/2 4 6 NA25 6 NA25 5275 5505 5655 2440 2, F20, R12
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
KHHB812 HHB812 7 7-1/2 11-1/8 3 -- -- 2-1/2 4 6 NA25 6 NA25 5275 5505 5655 2440 2, F20, R12
KHW812 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
KHHB814 HHB814 7 7-1/2 13-1/8 3 -- -- 2-1/2 4 6 NA25 6 NA25 5275 5505 5655 2440 2, F20, R12
KHW814 HW814 3/10 7-1/2 13-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9
KHHB816 HHB816 7 7-1/2 15-1/8 3 -- -- 2-1/2 4 6 NA25 6 NA25 5275 5505 5655 2440 2, F20, R12
KHW816 HW816 3/10 7-1/2 15-1/8 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, 2˝ for NA20D nails, and 2-1/2˝ for NA25 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, KHW, and HHDO hangers. 5) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with KHHB hangers. 6) KB, KHB, KHHB, and KLB load values are based on 625 psi perpendicular to grain loading. 7) KHW Glulam load values are based on 560 psi perpendicular to grain loading. 8) Consult USP for additional Glulam sizes. New products or updated product information are designated in red.
CodeRef.
Glulam Sizes8
8 x 12
8 x 14
8 x 16
6 x 10
6 x 12
6 x 14
6 x 16
DF-L / SP
Beam/Joist Size
SteelGauge
RoofUSPStock No.
6 x 6
6 x 8
Dimensions Fastener Schedule2,3,4,5 Allowable Loads (Lbs.)6,7
Header Joist
Multi-Purpose Joist Hangers – JH series
1 3/16˝
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-2576, FL817
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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%
2 x 6 - 8 LS268 -- -- 18 1-9/16 5-1/2 7 16d 7 10d x 1-1/2 960 1105 1170 675
2 x 10 LS210 -- -- 18 1-9/16 7-7/8 9 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.
CodeRef.
11, F12
JoistSize
USPStock No.
SteelGauge
Roof
Dimensions
DF-L / SPHeader Joist
Fastener Schedule2,3Allowable Loads (Lbs.)
Floor Uplift1
Joist Size Ref. No. W H D B Application Qty Nail Qty Nail Qty Nail 100% 115% 125% 160%
2 x 6 2 10d 4 10d 6 10d 1900 2060 2165 1285
2 x 8 2 10d 8 10d 6 10d 2540 2765 2900 1285
2 x 10 2 10d 12 10d 6 10d 2270 2565 2760 12852 x 12 -- -- -- -- 14 10d 6 10d 2185 2510 2730 1285
2 x 6 2 10d 6 10d 6 10d 2220 2410 2540 12852 x 8 2 10d 10 10d 6 10d 2855 2900 2900 1285
2 x 10 2 10d 14 10d 6 10d 2590 2900 2900 1285
2 x 12 -- -- -- -- 16 10d 6 10d 2410 2775 2900 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. New products or updated product information are designated in red.
CodeRef.
8, F14, R9
2 x 6 - 12
(2) 2 x 6 - 12
JH20 -- -- 18
JH30 -- -- 18
Roof
3-1/4
1-9/16 10-1/16
10-3/16
5-1/8
2-1/4 4-1/4
2-1/4
USPStock No.
SteelGauge
Dimensions
DF-L / SP
Fastener Schedule2,3
JoistHeader
Top Face
Allowable Loads (Lbs.)
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 10.• 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.
Double shear nail designfeatures fewer nails and
faster installation
Uses standard length nails
USP2141-091
Han
gers
1-800-328-5934 • www.USPconnectors.com 103
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Floor Uplift1
Ref. No. W H D L TF Qty Type Qty Type 100% 115% 125% 160%
(3) 2 x 14 HDO214-3 HU214-3TF 12 4-11/16 13 2-1/2 -- -- 2-1/2 4 14 16d 8 16d 5175 5410 5410 1710 5, F10
(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, F10
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, F10
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 HU68TF 12 5-1/2 7-1/8 2-1/2 -- -- 2-1/2 4 8 16d 4 16d 3825 3825 3825 955 5, F10
KHHB68 HHB68 7 5-1/2 7-1/4 3 -- -- 2-1/2 2 2 NA25 2 NA25 4260 4335 4385 815 2, F20, R12
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
KB610 B610 12 5-1/2 9-1/4 2-3/8 -- -- 2-1/2 4 6 NA20D 2 NA20D 3495 3495 3495 560 2, F20, R12
HDO610 HU610TF 12 5-1/2 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 16d 4565 4565 4565 1430 5, F10
KHHB610 HHB610 7 5-1/2 9-1/4 3 -- -- 2-1/2 2 2 NA25 2 NA25 4260 4335 4385 815 2, F20, R12
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
KB612 B612 12 5-1/2 11-1/8 2-3/8 -- -- 2-1/2 4 6 NA20D 2 NA20D 3495 3495 3495 560 2, F20, R12
HDO612 HU612TF 12 5-1/2 11 2-1/2 -- -- 2-1/2 4 12 16d 6 16d 4880 5230 5465 1430 5, F10
KHHB612 HHB612 7 5-1/2 11-1/8 3 -- -- 2-1/2 4 6 NA25 6 NA25 5275 5505 5655 2440 2, F20, R12
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
KB614 B614 12 5-1/2 13-1/8 2-3/8 -- -- 2-1/2 4 6 NA20D 2 NA20D 3495 3495 3495 560 2, F20, R12
HDO614 HU614TF 12 5-1/2 13 2-1/2 -- -- 2-1/2 4 14 16d 8 16d 5175 5410 5410 1710 5, F10
KHHB614 HHB614 7 5-1/2 13-1/8 3 -- -- 2-1/2 4 6 NA25 6 NA25 5275 5505 5655 2440 2, F20, R12
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
KB616 B616 12 5-1/2 15-1/8 2-3/8 -- -- 2-1/2 4 6 NA20D 2 NA20D 3495 3495 3495 560 2, F20, R12
HDO616 HU616TF 12 5-1/2 15 2-1/2 -- -- 2-1/2 4 16 16d 8 16d 5475 5915 6210 1905 5, F10
KHHB616 HHB616 7 5-1/2 15-1/8 3 -- -- 2-1/2 4 6 NA25 6 NA25 5275 5505 5655 2440 2, F20, R12
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
KHHB812 HHB812 7 7-1/2 11-1/8 3 -- -- 2-1/2 4 6 NA25 6 NA25 5275 5505 5655 2440 2, F20, R12
KHW812 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
KHHB814 HHB814 7 7-1/2 13-1/8 3 -- -- 2-1/2 4 6 NA25 6 NA25 5275 5505 5655 2440 2, F20, R12
KHW814 HW814 3/10 7-1/2 13-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 5335 5335 5335 -- -- 8, F14, R9
KHHB816 HHB816 7 7-1/2 15-1/8 3 -- -- 2-1/2 4 6 NA25 6 NA25 5275 5505 5655 2440 2, F20, R12
KHW816 HW816 3/10 7-1/2 15-1/8 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, 2˝ for NA20D nails, and 2-1/2˝ for NA25 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, KHW, and HHDO hangers. 5) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with KHHB hangers. 6) KB, KHB, KHHB, and KLB load values are based on 625 psi perpendicular to grain loading. 7) KHW Glulam load values are based on 560 psi perpendicular to grain loading. 8) Consult USP for additional Glulam sizes. New products or updated product information are designated in red.
Han
gers
1-800-328-5934 • www.USPconnectors.com104
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®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 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, F10
SKH26L SUR/L26 6 16d 6 10d x 1-1/2 SKH26L-GC -- -- 6 N16C-GC 6 N10-GC
2 x 8 - 10 - 12 SKH28L -- -- 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 SUR/L210 14 16d 10 10d x 1-1/2 SKH210L-GC -- -- 14 N16C-GC 10 N10-GC
1-1/2 x 11-1/4 - 18 SKH1524L SUR/L214 16 1-9/16 11-1/4 1-7/8 16 10d 10 10d x 1-1/2 1855 1990 1990 1565 1600 1840 1990 1550 1-5/8 x 9-1/4 - 14 SKH1620L -- -- 16 1-11/16 9-3/16 1-7/8 14 10d 10 10d x 1-1/2 1340 1340 1340 1565 1340 1340 1340 1550
1-5/8 x 11-1/4 - 18 SKH1624L -- -- 16 1-11/16 11-3/16 1-7/8 16 10d 10 10d x 1-1/2 1855 1990 1990 1565 1600 1840 1990 1550
1 3/4 x 9-1/4 - 14 SKH1720L 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 SUR/L1.81/11 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 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 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 SURI/LI3510/12 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 SURI/LI3514/20 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 -- -- 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 SUR/L310 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 SUR/L314 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 -- -- 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 SUR/L2.56/11 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 SURI/LI2.68/10 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 SURI/LI2.68/14 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.
CodeRef.
USPStock No.
5,F10
5, F6,F10, D3
830 820 2 x 6 - 8
2 x 10 - 12 - 14
SteelGauge
16
16
Fastener Schedule2,3
DF-L / SP
Roof
Header Joist
Allowable Loads (Lbs.)
Roof
S-P-F
890890 8901-9/16 5-1/4 1-7/8
Dimensions
1550
930
1790 1790 1790 1565
1085 715
1790 17901-9/16 9-1/4 1-7/8 1665
SKH26LLeft skew
continued on next page
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, FL815, Dade County, FL 07-0214.20, FL570
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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
GOLDCOAT
AVAILABLE IN
USP2141-091
Skewed 45° Hangers – SKH & SKHH series continuedH
an
gers
1-800-328-5934 • www.USPconnectors.com 105
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
H
DW
H
DW
SKHH210L
WD
H
SKH210L
Floor Uplift1 Floor Uplift1
Beam / Joist Size Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%
(2) 2 x 6 - 8 SKH26L-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-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-2 * SUR/L210-2 16 3-1/16 8-1/2 1-3/8 14 16d 10 10d 1930 2220 2415 1565 1665 1915 2085 1565
(2) 2 x 12 - 14 - 16 SKH212L-2 * -- -- 16 3-1/16 10-1/2 1-3/8 16 16d 10 10d 2210 2540 2760 1565 1905 2190 2380 1565 (2) 1-1/2 x 11-1/4 - 16 SKH1524L-2 * SUR/L214-2 16 3-1/16 10-1/2 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1600 1840 2000 1550
3-1/2 x 8 - 14 SKH410L * 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 * SUR/L414 14 3-9/16 12-1/2 2-1/2 22 16d 10 16d 3100 3565 3880 1565 2660 3060 3330 1565 3-1/2 x 16 - 18 SKH418L * -- -- 14 3-9/16 16-1/2 2-1/2 28 16d 10 16d 3950 4540 4935 1565 3390 3895 4235 1565
4 x 6 - 8 SKH46L * 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 * 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 * 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 18 SKH418L * -- -- 14 3-9/16 16-1/2 2-1/2 28 16d 10 16d 3950 4540 4935 1565 3390 3895 4235 1565
(2) 2 - 2-1/8 x 9-1/4 - 14 SKH2020L-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-2 * HSUR/L4.12/11, 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-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-2 * HSUR/L4.75/11 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-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-2 * HSUR/L5.12/11 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 -- -- 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 -- -- 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 -- -- 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-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-2 HSUR/L210-2 14 3-1/16 8-1/2 2 20 16d 6 16d x 2-1/2 2800 3220 3500 1345 2420 2785 3025 1160 (2) 2 x 14 - 16 SKHH214L-2 HSUR/L214-2 14 3-1/16 12-1/2 2 26 16d 10 16d x 2-1/2 3640 4185 4550 2240 3145 3620 3935 1935
4 x 6 - 8 SKHH46L 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 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 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,F10
USPStock No.
CodeRef.
H
DWWD
H
SKH210R SKHH210L-2 SKH2520R-2
Typical SKH2520R-2staggered I-Joist installation
Right skew
Typical SKH26LinstallationLeft skew
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 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, F10
SKH26L SUR/L26 6 16d 6 10d x 1-1/2 SKH26L-GC -- -- 6 N16C-GC 6 N10-GC
2 x 8 - 10 - 12 SKH28L -- -- 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 SUR/L210 14 16d 10 10d x 1-1/2 SKH210L-GC -- -- 14 N16C-GC 10 N10-GC
1-1/2 x 11-1/4 - 18 SKH1524L SUR/L214 16 1-9/16 11-1/4 1-7/8 16 10d 10 10d x 1-1/2 1855 1990 1990 1565 1600 1840 1990 1550 1-5/8 x 9-1/4 - 14 SKH1620L -- -- 16 1-11/16 9-3/16 1-7/8 14 10d 10 10d x 1-1/2 1340 1340 1340 1565 1340 1340 1340 1550
1-5/8 x 11-1/4 - 18 SKH1624L -- -- 16 1-11/16 11-3/16 1-7/8 16 10d 10 10d x 1-1/2 1855 1990 1990 1565 1600 1840 1990 1550
1 3/4 x 9-1/4 - 14 SKH1720L 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 SUR/L1.81/11 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 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 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
SKH2320L SURI/LI3510/12 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 SURI/LI3514/20 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 -- -- 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 SUR/L310 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 SUR/L314 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 -- -- 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 SUR/L2.56/11 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 SURI/LI2.68/10 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 SURI/LI2.68/14 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.
3) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d and N16C-GC nails.
Han
gers
PanelHangers – FH, FHD, KF, & PHG series
1-800-328-5934 • www.USPconnectors.com106
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
3 3/4˝
TF
H
DW
FHD
Typical KF26installation
TF
H
W D
Locatorwindows
KF26
TF
H
W D
Locatorwindows
PHG26
TF
H
DW
Locator window
FH
Typical FHinstallation
Uplift2
Ref. No. W H D TF5 Qty Type Qty Type Qty Type 125% 160% KF24 -- -- 18 1-9/16 3-7/16 7/8 1-1/16 2 10d -- -- -- -- 1 10d x 1-1/2 595 -- -- 2, F20, R12
PHG24 HF24N 18 1-9/16 3-1/2 1-3/16 1-1/16 2 8d -- -- -- -- -- -- -- -- 580 -- -- 2, F20, R12
FHD24 -- -- 18 1-9/16 3-1/2 1-1/2 specify 2 16d 2 16d 2 10d x 1-1/2 1235 175 130
KF26 F26P 18 1-9/16 5-5/16 1-1/16 1-1/16 2 10d -- -- -- -- 1 10d x 1-1/2 610 -- -- 2, F20, R12
PHG26 HF26N 18 1-9/16 5-3/8 1 1-1/16 2 10d -- -- -- -- -- -- -- -- 650 -- -- 2, F20, R12
FH26 -- -- 18 1-9/16 5-3/8 1-1/2 1-7/16 2 16d 2 16d 2 10d x 1-1/2 960 175 11, F12
FHD26 -- -- 18 1-9/16 5-3/8 1-1/2 specify 2 16d 2 16d 2 10d x 1-1/2 960 175 11
FH28 -- -- 18 1-9/16 7-1/4 1-1/2 1-7/16 2 16d 2 16d 2 10d x 1-1/2 1235 175 11, F12
FHD28 -- -- 18 1-9/16 7-1/4 1-1/2 specify 2 16d 2 16d 2 10d x 1-1/2 1235 175 11
FH210 -- -- 18 1-9/16 9-1/4 1-1/2 1-7/16 2 16d 2 16d 2 10d x 1-1/2 1235 175 11, F12
FHD210 -- -- 18 1-9/16 9-1/4 1-1/2 specify 2 16d 2 16d 2 10d x 1-1/2 1235 175 11
FH212 -- -- 18 1-9/16 11-1/4 1-1/2 1-7/16 2 16d 2 16d 2 10d x 1-1/2 1235 175 11, F12
FHD212 -- -- 18 1-9/16 11-1/4 1-1/2 specify 2 16d 2 16d 2 10d x 1-1/2 1235 175 11
FH214 -- -- 18 1-9/16 13-1/4 1-1/2 1-7/16 2 16d 2 16d 2 10d x 1-1/2 1235 175 11, F12
FHD214 -- -- 18 1-9/16 13-1/4 1-1/2 specify 2 16d 2 16d 2 10d x 1-1/2 1235 175 11
PHG34 HF34N 18 2-9/16 3-1/2 1 1-1/8 2 10d -- -- -- -- -- -- -- -- 650 -- -- 2, F20, R12
KF34 -- -- 18 2-9/16 3-7/16 1 1-1/8 2 10d -- -- -- -- 1 10d x 1-1/2 730 -- -- 2, F20, R12
PHG36 HF36N 18 2-9/16 5-3/8 1 1-1/8 2 10d -- -- -- -- -- -- -- -- 650 -- -- 2, F20, R12
KF36 -- -- 18 2-9/16 5-3/8 1 1-1/8 2 10d -- -- -- -- 1 10d x 1-1/2 730 -- -- 2, F20, R12
PHG24-2 -- -- 18 3-1/8 3-1/2 1 1-1/8 2 10d -- -- -- -- -- -- -- -- 650 -- -- 2, F20, R12
KF24-2 F24-2 18 3-1/8 3-1/2 1 1-3/16 2 10d -- -- -- -- 1 10d x 1-1/2 695 -- -- 2, F20, R12
PHG26-2 -- -- 18 3-1/8 5-3/8 1 1-1/8 2 10d -- -- -- -- -- -- -- -- 650 -- -- 2, F20, R12
KF26-2 F26-2 18 3-1/8 5-3/8 1 1-3/16 2 10d -- -- -- -- 1 10d x 1-1/2 810 -- -- 2, F20, R12
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 -- -- 2, F20, R12
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 -- -- 2, F20, R12
1) Loads listed are per side. 2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 3) Minimum nail embedment shall be 1-5/16˝ for 8d nails, 1-1/2˝ for 10d nails, and 1-5/8" for 16d nails. 4) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 10d x 1-1/2 nails may be substituted for 16d header nails with a maximum load of 960 lbs. 5) "Specify" denotes the required top flange width that must be specified at the time of ordering. New products or updated product information are designated in red.
CodeRef.
Joist Size
2 x 12
Allowable Loads (Lbs.)1
USPStock No.
SteelGauge
Joist
Fastener Schedule3,4
Face
DF-L / SP
Top
Header
2 x 14
(2) 2 x 6
Dimensions
(2) 2 x 4
2 x 4
2 x 6
2 x 8
3 x 4
3 x 6
2 x 10
Typical PHG26installation
KF – Fastens to joist ends quickly with nails.
PHG – Features a gripper design to hold thejoist in place without nailing during the assem-bly process.
FH – Receives a joist from only one side.
FHD – Straddles the header and receives ajoist from both sides.
Materials: 18 gaugeFinish: G90 galvanizingCodes: ESR-1280, ESR-2756,
FL817, FL11664, L.A. City RR 25749
Installation:• Use all specified fasteners. See ProductNotes, page 10.• In panelized construction, installers areallowed to nail through both the sheathing andthe hanger top flange with (1) 10d nail. Thenail should be centered in the top flange andbe no closer than 1/4˝ from the back or frontedge of the top flange.• Use locator window to center hanger onpurlin center line.• KF & PHG – These hangers do not provide uplift resistance.
USP2141-091
Han
gers
1-800-328-5934 • www.USPconnectors.com 107
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Purlin Hangers – JDS & JPF series
TF
H
W 1 1/2˝
Raiseddimple allows30º to 45˚nailing
JPF24
JDS24S JDS24(JDS26 similar)
JDS26-175installation
Materials: 18 or 20 gaugeFinish: G90 galvanizingCodes: ESR-2576, FL817
Installation:• Use all specified fasteners. See ProductNotes, page 10.• Diamond holes on JPF allow optionalheader nailing.• Joist nails must be driven at a 30° to 45°angle through the purlin into the header toachieve listed loads. Standard length“double shear” nails must be used toachieve listed load values.• 16d sinkers (9 gauge x 3 1/4˝ ) may beused where 10dcommons are specifiedwith no load reduction.
Typical JDS24installation
Floor Uplift1Floor Uplift1
Ref. No. W H TF Qty Type 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 10d 2 10d 2 10d 1275 1275 1275 470 950 950 950 350
2 10d -- -- -- -- 2 10d 1070 1070 1070 315 800 800 800 2352 10d 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.
2 x 4 JPF24 PF24 20
2 x 6 JPF26 PF26 20 1-9/16
1-1/16
1-1/16
3-3/8
5-3/8
1-9/16
Dimensions Allowable Loads (Lbs.)
DF-L / SP S-P-FHeader2
Joist
Fastener Schedule3
PurlinSize
USPStock No.
SteelGauge
Roof
11, F12
RoofTop Face CodeRef.
Floor Uplift1
Ref. No. W H TF Qty Type Qty Type Qty Type 100% 115% 125% 160%
2 x 6 saddle
JDS26-175 -- -- 18 1-9/16 5-7/16 1-3/4 8 8d x 1-1/2 -- -- -- -- 4 8d x 1-1/2 750 750 750 565
JDS24S Min 1 10d x 1-1/2 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
JDS24 Min 2 10d x 1-1/2 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
JDS26S Min 1 10d x 1-1/2 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 JDS26 Min 2 10d x 1-1/2 4 10d x 1-1/2 4 10d x 1-1/2 1105 1105 1105 605
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 red.
Header
Top Face
Fastener Schedule2,3
2 x 6saddle
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
Allowable Loads (Lbs.)
CodeRef.
3/4
Each Purlin
Roof
DF-L / SP
130
3/4
1-9/16
PurlinSize
PF24A
PFD24
PF26A
2 x 4single
2 x 4saddle
2 x 6single
Typical JPF24back-to-back installation
TF
H
W
Typical JDS24Sinstallation
Typical JPF24installation
TF
H
W
2x Header
1 3/4˝Header
Double shear nail design features fewer nails and
faster installation
Uses standard length nails
Han
gers
1-800-328-5934 • www.USPconnectors.com108
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
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 109.Codes: 2031C, FL859
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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
Ref. No. W H Qty Type Qty Type 100% 115% 125% 160%
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
Allowable Loads (Lbs.)
Roof
DF-L / SP
Fastener Schedule1,3
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
continued on next page
Heavy-Duty Welded Universal Hangers – HWUH series
Floor Uplift4
Ref. No. W H Qty Type Qty Type 100% 115% 125% 133%
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
-- --
Fastener Schedule1,3
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
Allowable Loads (Lbs.)
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
Add SK, angle required,and right (R)or left (L),
to product number.Ex. HWUH410-SK45R
100% of table load 100% of table load
Hanger Width3-1/2˝ or less
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%
Add SL,slope required,and up (U)or down (D),
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
100% of table loadper side
Specialty Options Chart – refer to Specialty Options pages 201, 203 to 204 for additional details.
Heavy-Duty Welded Universal Hangers – HWUH series cont.
USP2141-091
Han
gers
1-800-328-5934 • www.USPconnectors.com 109
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Han
gers
1-800-328-5934 • www.USPconnectors.com110
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®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.
Materials: 12 gaugeFinish: USP primer
Options: All nominal lumber sizes are available forrough/full size lumber. See Specialty OptionsChart on page 111.
Codes: ESR-1781, FL816
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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
Ref. No. W H L Qty Type Qty Type 100% 115% 125%
2 x 10 MPH210 WM210 12 1-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645
2 x 12 MPH212 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 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 3 x 14 MPH314 WM314 12 2-9/16 13-1/8 7 2 16d duplex 2 10d x 1-1/2 3240 3240 3240
3 x 16 MPH316 WM316 12 2-9/16 15-1/8 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
4 x 16 MPH416 WM416 12 3-9/16 15-1/8 7 2 16d duplex 2 10d 4280 4280 4280 6 x 10 MPH610 WM610 12 5-9/16 9-1/4 7 2 16d duplex 2 10d 4280 4280 4280
6 x 12 MPH612 -- -- 12 5-9/16 11-1/4 7 2 16d duplex 2 10d 4280 4280 4280 6 x 14 MPH614 -- -- 12 5-9/16 13-1/8 7 2 16d duplex 2 10d 4280 4280 4280
6 x 16 MPH616 -- -- 12 5-9/16 15-1/8 7 2 16d duplex 2 10d 4280 4280 4280
8 x 10 MPH810 -- -- 12 7-9/16 9-1/4 8 2 16d duplex 2 10d 4280 4280 4280 8 x 12 MPH812 -- -- 12 7-9/16 11-1/4 8 2 16d duplex 2 10d 4280 4280 4280
8 x 14 MPH814 -- -- 12 7-9/16 13-1/8 8 2 16d duplex 2 10d 4280 4280 4280 8 x 16 MPH816 -- -- 12 7-9/16 15-1/8 8 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. New products or updated product information are designated in red.
Dimensions Allowable Loads (Lbs.)2
Roof
Block Joist
Fastener Schedule1,3
DF-L / SP
CodeRef.
5,F11
Beam/Joist Size
USPStock No.
SteelGauge
continued on next page
MPH
H
W
3 3/4˝
2 1/2˝
L
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
100% of table load 100% of table load
Ordering
100% of table load
Add SK,angle required,and right (R)or left (L),
to product number.Ex. MPH210-SK45R
Add SL,slope required,and up (U)or down (D),
to product number.Ex. MPH210-SL30D
Hanger Width3-1/2˝ or less
3-9/16˝ to 5-1/2˝5-9/16˝ to 7-1/2˝
% of table load:60%75%85%
-- --
AllowableLoads
Floor
Ref. No. W H L Qty Type Qty Type 100% 115% 125%
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.
Beam/Joist Size
USPStock No.
SteelGauge
Dimensions
CodeRef.
5, F11
Fastener Schedule1,3
Block
Allowable Loads (Lbs.)1
Joist
Roof
DF-L / SP
Glulam sizes
Specialty Options Chart – refer to Specialty Options pages 201, 203 to 204 for additional details.
Floor Uplift1Floor Uplift1
Ref. No. W Qty Qty Type 100% 115% 125% 160% 100% 115% 125% 160%
UMH358 -- -- 3-5/8
UMH458 -- -- 4-5/8 UMH538 -- -- 5-3/8
UMH558 -- -- 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.
Roof
Fastener Schedule DF-L / SP Allowable Loads (Lbs.)
Concrete - 2000 psi Cast in Place Concrete - 3000 psiHeader2,3 Joist4
5200 5200
USPStock No.
SteelGauge
Roof
1/4 3/4 16
BoltDia.
CodeRef.
F25, D147852 16d 4785 5870 5870 58705200
Lintel with (1) #5 rebarcontinuous cell
2 3/4˝ bolts. (see footnote 2)
3 1/2˝ Min. joist bearing
4 1/2˝ Min.edge distance
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 10.• 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
USP2141-091
Han
gers
1-800-328-5934 • www.USPconnectors.com 111
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Han
gers
1-800-328-5934 • www.USPconnectors.com112
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®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 10.•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
Ref. No. W H Qty Type Qty Type 100% 115% 125% 160%
NFM3X8 -- -- 3/8 7 3-1/8 7-1/4 1 1/2 x J-Bolt 10 10d 7130 7130 7130 1720 F9, D8
NFM3X10 -- -- 3/8 7 3-1/8 9-1/4 1 1/2 x J-Bolt 12 10d 7130 7130 7130 1720 F9, D8
NFM3X12 -- -- 3/8 7 3-1/8 11-1/4 1 1/2 x J-Bolt 14 10d 7130 7130 7130 1720 F9, D8
NFM3 -- -- 3/8 7 3-3/8 11-3/4 1 1/2 x J-Bolt 14 10d 7510 7510 7510 1720 F9, D8
NFM35X8 -- -- 3/8 7 3-5/8 7-1/4 1 1/2 x J-Bolt 10 10d 7510 7510 7510 1720 F9, D8
NFM35X10 -- -- 3/8 7 3-5/8 9-1/4 1 1/2 x J-Bolt 12 10d 7510 7510 7510 1720 F9, D8
NFM35X12 -- -- 3/8 7 3-5/8 11-1/4 1 1/2 x J-Bolt 14 10d 7510 7510 7510 1720 F9, D8
NFM35X1178 -- -- 3/8 7 3-5/8 11-7/8 1 1/2 x J-Bolt 14 10d 7510 7510 7510 1720 F9, D8
NFM35X16 -- -- 3/8 7 3-5/8 16 1 1/2 x J-Bolt 14 10d 7510 7510 7510 1720 F9, D8
NFM35X18 -- -- 3/8 7 3-5/8 18 1 1/2 x J-Bolt 14 10d 7510 7510 7510 1720 F9, D8
NFM45 -- -- 3/8 7 4-3/4 11-3/4 1 1/2 x J-Bolt 14 10d 7510 7510 7510 1720 F9, D8
NFM6X1178 -- -- 3/8 7 5-5/8 11-7/8 1 1/2 x J-Bolt 14 10d 7510 7510 7510 1720 F9, D8
NFM6X16 -- -- 3/8 7 5-5/8 16 1 1/2 x J-Bolt 14 10d 7510 7510 7510 1720 F9, D8
NFM6X18 -- -- 3/8 7 5-5/8 18 1 1/2 x 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 x J-Bolt 5 1/2 7130 7130 7130 3165 F9, D8
NFM3X12U MBHA3.12/11.25 3/8 7 3-1/8 11-1/4 1 1/2 x J-Bolt 5 1/2 7130 7130 7130 3165 F9, D8
NFM3U -- -- 3/8 7 3-3/8 11-3/4 1 1/2 x J-Bolt 5 1/2 7130 7130 7130 3165 F9, D8
NFM35X10U MBHA3.56/9.25 3/8 7 3-5/8 9-1/4 1 1/2 x J-Bolt 5 1/2 7130 7130 7130 3165 F9, D8
NFM35X12U MBHA3.56/11.25 3/8 7 3-5/8 11-1/4 1 1/2 x J-Bolt 5 1/2 7130 7130 7130 3165 F9, D8
NFM35X1178U MBHA3.56/11.88 3/8 7 3-5/8 11-7/8 1 1/2 x 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 x J-Bolt 5 1/2 7130 7130 7130 3165 130
NFM35X16U MBHA3.56/16 3/8 7 3-5/8 16 1 1/2 x J-Bolt 5 1/2 7130 7130 7130 3165 F9, D8
NFM35X18U MBHA3.56/18 3/8 7 3-5/8 18 1 1/2 x J-Bolt 5 1/2 7130 7130 7130 3165 F9, D8
NFM45U -- -- 3/8 7 4-3/4 11-3/4 1 1/2 x J-Bolt 5 1/2 10310 10310 10310 3070 F9, D8
NFM6X10U MBHA5.50/9.25 3/8 7 5-5/8 9-1/4 1 1/2 x 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 x J-Bolt 5 1/2 10310 10310 10310 3070 130
NFM6X1178U MBHA5.50/11.88 3/8 7 5-5/8 11-7/8 1 1/2 x J-Bolt 5 1/2 10310 10310 10310 3070 F9, D8
NFM6X14U MBHA5.50/14 3/8 7 5-5/8 14 1 1/2 x J-Bolt 5 1/2 10310 10310 10310 3070 130
NFM6X16U MBHA5.50/16 3/8 7 5-5/8 16 1 1/2 x J-Bolt 5 1/2 10310 10310 10310 3070 F9, D8
NFM6X18U MBHA5.50/18 3/8 7 5-5/8 18 1 1/2 x J-Bolt 5 1/2 10310 10310 10310 3070 F9, D8
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. New products or updated product information are designated in red.
USPStock No.
RoofTopFlange
U-Strap
CodeRef.
DimensionsSteel Gauge Allowable Loads (Lbs.)1,2Fastener Schedule
DF-L / SPHeader3,4
Joist5,6
Typical NFM45Uinstallation
H
W
5 1/2˝
3 1/2˝
NFM Specialty Options Chart – refer to Specialty Optionspages 201, 203 to 204 for additional details.
USP2141-091
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com 113
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®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 - 2,715 995 - 2,715
16 • • • • • • 1,030 - 2,330 1,030 - 2,700
12 • • • • • • 2,330 - 3,535 2,535 - 4,770
TFI 16 • • • • • 2,560 - 3,245 2,560 - 3,245
BPH 12 • • • • • • 3,120 - 3,495 2,705 - 3,495
12 - Top Flange,12 - Stirrup
• • • • • • 1,400 1,360 - 1,400
10 - Top Flange,12 - Stirrup
• • • • • • 2,005 - 2,150 2,005 - 2,150
PH 12 • • • • 2,600 2,435
MPH 12 • • • • • 2,585 - 4,280
LBH 10 • • • • 6,500 6,400
PHM7 - Top Flange,
10 - Stirrup• • • • 3,535 - 3,745 2,865 - 3,390
PHX3 - Top Flange,
10 - Stirrup• • • • 6,015 4,580 - 5,210
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• • • • • 8,710 - 20,425 8,710 - 20,425
KHGLS3 - Top Flange,
7 - Stirrup • • • • • 17,355 - 20,985 17,355 - 20,985
KGLST3 - Top Flange,
7 - Stirrup• • • • • 10,870 - 26,095 10,870 - 26,095
KHGLST3 - Top Flange,
7 - Stirrup• • • • • 16,175 - 26,585 16,175 - 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
PHI
GHF
Header Material
EWP Hanger Selector Guide
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com114
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
HLBHLBH
THF HD
THD
HDQ-IF
THDHHUS
TFL
PHM
THO
PHX PHXU MPH
TFI
EWP Installation Guide . . Pages 116-117
Face Mount Hangers. . . . . Pages 118-124• 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 125-139• 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.
• LBH SeriesMedium-to-heavy capacity hanger for LVL, LSL, and PSL beams.
• HLBH SeriesHeavy capacity hanger for LVL, LSL, and PSL beams.
• PHI SeriesMedium capacity top flange hanger that supports single I-Joists onI-Joist header.
• PH SeriesMedium capacity welded top mount hanger for LVL, LSL, and PSL beams.
• PHM SeriesMedium capacity welded hanger for LVL, LSL, and PSL beams with7 gauge top flanges.
• PHX SeriesMedium capacity welded hanger for LVL, LSL, and PSL beams with3 gauge top flange.
• PHXU SeriesMedium capacity formed hanger for LVL, LSL, and PSL beams with uplift capacity.
• MPH SeriesMedium capacity masonry hanger for I-Joists, LVL, LSL, andPSL beams.
BPH
PHI PH
EWP Hangers
continued on next page
USP2141-091
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com 115
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Adjustable Rafter-to-Plate Connectors . . . . . . . . . . . . . . . . . . Page 140• TMP SeriesAdjustable for pitches from 1/12 to 6/12.
• TMPH SeriesAdjustable for pitches from 6/12 to 14/12.
Slope/Skew Hangers . . . . . . . . . . Page 141• LSSH SeriesField adjustable slope and skew hanger.
Glulam Hangers . . . . . . . . Pages 142-148• GHF SeriesFace mount glulam hanger.
• KEG, KLEG, & KMEG SeriesTop flange glulam hanger with bolts.
• KGB, KHGB, & KHHB SeriesTop flange glulam hanger with nails.
• 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
TMP TMPH
EWP Hangers
LSSH
EW
PH
an
gers
Man
uf.
Hou
sin
g
1-800-328-5934 • www.USPconnectors.com116
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®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 a45° angleand firmly seated
USP2141-091
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com 117
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®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
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com118
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
H
W2˝
Additional diamondnail holes formaximum nailingStandard roundnail holes forminimum nailing
Raised dimple allows45˚ nailing
H
DW
THF single THF double
Face Mount I-Joist Hangers – THF series
Designed to to support LVL, LSL, and PSL beams and headers in medium load conditions.
Materials: See EWP Face Mount Hangers charts, pages 121-124.Finish: G90 galvanizing
Options: See Specialty Options chart.Codes: ESR-1781, FL815
Installation:• Use all specified fasteners. See Product Notes, page 10.• Drive bend line nails into header at 45° to achieve listed loads.
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.
1˚ to 67-1/2˚when width is 1-3/4˝ or less.
1˚ to 50˚ on all others.
Not available inwidths less than 2-1/4˝
100% of table load
1˚ to 45˚
80% of table load.75% of uplift load on
skews greater than 15˚.
Range
AllowableLoads
OrderingAdd IF,
to product number.Example: HD410IF
Add SK, angle required,and right (R) or left (L),
to product number.Example: HD410-SK45R
Add SL, slope required,and up (U) or down (D),
to product number.Example: HD410-SL30D
See Sloped Seat and SkewedExample:
HD410-SK45RSL30D
100% of table load.75% of uplift load on
skews greater than 15˚.
100% of table load.65% of table load whennailing into the supportmembers end grain.
See Sloped Seat and Skewed
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 depthsup to 16˝. Eliminates the need for web stiffeners in most applications (see Web Stiffener Reqd. column in EWP Face Mount HangerChart for specific applications).
Materials: See EWP Face Mount Hangers charts, pages 121-124.Finish: G90 galvanizing
Options: See Specialty Options chart.Codes: ESR-1781, FL815
Patents: #5,564,248 (all models except doubles)
Installation:• Use all specified fasteners. See Product Notes, page 10.• Install 10d x 11 ⁄ 2˝ nails into joist through raised dimple at 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.
1˚ to 50˚ on all others.
100% of table load
Not available inwidths less than 2-1/4˝
1˚ to 45˚
100% of table load.65% of table load whennailing into the supportmembers end grain.
80% of table load.75% of uplift load on
skews greater than 15˚.
See Sloped Seat andSkewed
Range
AllowableLoads
Ordering
Add SK, angle required,and right (R)or left (L),
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 201 to 202 for additional details.
Specialty Options Chart – refer to Specialty Options pages 201 to 202 for additional details.
Seat Cleat®helps lock
I-Joist intoplace for
positive seatingand nailing
ease.
Raised Dimplenail holes allow
45° nailinginto I-Joist
bottom flange.
HD
USP2141-091
Face Mount Hangers – HDQ-IF seriesE
WP
Han
gers
1-800-328-5934 • www.USPconnectors.com 119
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
H
3˝W
HDQ hangers are heavy-duty face mount hangers thatcan be used to support LVL, LSL and PSL beams andheaders.
Materials: 14 gaugeFinish: G90 galvanizing
Installation:• Use all specified fasteners. See Product Notes, page 10.• WS15 and WS3 Wood Screws are supplied with HDQhangers.
Typical HDQinstallation
Up to 3/4˝ gap
HDQNEW
Face Mount Hangers – HUS series
H
2˝
3˝
Raised dimple allows30˚ to 45nailing
W
Typical HUSinstallation
HUS
Designed for medium load conditions. Extended 3˝ deep seat provides extra truss bearing.
Materials: See EWP Face Mount Hangers charts, pages 121-124.Finish: G90 galvanizing
Options: See Specialty Options chart.Codes: ESR-1881, FL9835,
Dade County FL 06-0921.05
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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 201 to 202 for additional details.
Typical HUS double shear installation
Drive joist nails intoheader at 30° to 45° to
achieve listed loads.
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com120
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®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.
Materials: See EWP Face Mount Hangers charts, pages 121-124.Finish: G90 galvanizing
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, FL815, FL821, FL9835, Dade County FL 06-0921.05
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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
100% of table load.65% of table load whennailing into the supportmembers end grain.
85% of table load
THD
Add SK, angle required,and right (R)or left (L),
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 THD179installation
Typical THDH double shear installation
Drive joist nails intoheader at 30° to 45° to
achieve listed loads.
Specialty Options Chart – refer to Specialty Options pages 201 to 202 for additional details.
Drive bend line nailsinto header at 45° toachieve listed loads.
Typical THDbend line nail installation
Some modeldesigns may
vary fromillustration
shown
H
DW
THD single
USP2141-091
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com 121
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®EWP Face Mount Hanger Charts
continued on next page
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 5, F10
THF15925 Max IUT29 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235 5, F10
THF15112 Min IUS1.56/11.88 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235 5, F10
THF15112 Max IUT211 16 10d 2 10d x 1-1/2 1825 2100 2155 280 1470 1500 1520 235 5, F10
THF15140 Min -- -- 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235 5, F10
THF15140 Max IUT214 20 10d 2 10d x 1-1/2 2100 2135 2155 280 1470 1500 1520 235 5, F10
THF17925 Min IUS1.81/9.5 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235 5, F10
THF17925 Max IUT9 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235 5, F10
THF17112 Min IUS1.81/11.88 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235 5, F10
THF17112 Max IUT11 16 10d 2 10d x 1-1/2 1825 2100 2280 280 1570 1710 1730 235 5, F10
THF17140 Min IUS1.81/14 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235 5, F10
THF17140 Max IUT14 20 10d 2 10d x 1-1/2 2280 2445 2470 280 1680 1710 1730 235 5, F10
1-3/4 x 16 THF17157 MIU1.81/16 -- 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 5, F10
THF20925 Min IUS2.06/9.5 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235 5, F10
THF20925 Max IUT2.06/9 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235 5, F10
THF20112 Min IUS2.06/11.88 8 10d 2 10d x 1-1/2 910 1050 1140 280 785 900 980 235 5, F10
THF20112 Max IUT2.06/11 16 10d 2 10d x 1-1/2 1825 2100 2280 280 1570 1805 1945 235 5, F10
THF20140 Min IUS2.06/14 12 10d 2 10d x 1-1/2 1370 1575 1710 280 1175 1350 1470 235 5, F10
THF20140 Max 20 10d 2 10d x 1-1/2 2280 2470 2470 280 1895 1925 1945 235 5, F10
2 - 2-1/8 x 16 THF20157 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 5
2-5/16 x 9-1/2 THF23925 IUT3510 -- 18 2-5/16 9-3/16 2-1/2 12 10d 2 10d x 1-1/2 1370 1575 1710 175 1175 1350 1470 150 5, F10
2-5/16 x 11-7/8 THF23118 IUT3512 -- 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 5
2-5/16 x 14 THF23140 IUT3514 -- 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 5, F10
2-5/16 x 16 THF23160 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 5, F10
2-5/16 x 18 - 28 THF23180 MIU2.37/18 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 5, F10
2-1/2 x 9-1/4 - 9-1/2
THF25925 IUT310 IUS2.56/9.5
-- 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 5, F10
2-1/2 x 11-1/4 - 11-7/8
THF25112 IUT312 IUS2.56/11
-- 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 5, F10
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 red.
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
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
WD
H
I-Joist Chart
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com122
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®EWP Face Mount Hanger Charts
WD
H
Dimensions
Uplift2 Uplift2
Code
Joist Size Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.
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 5, F10
2-1/2 x 14 THF25140 IUT314 -- 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 5, F10
2-1/2 x 16 THF25160 -- -- -- 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 5, F10
2-1/2 x 18 - 24 THF25160 -- -- 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 5, F10
3 x 9-1/4 - 14 THF15925-2 MIU29-2 x 16 3-1/8 9-3/16 2-1/2 12 10d 6 10d 1390 1600 1740 1115 1200 1380 1500 960 5, F10
3 x 11-1/4 - 14 THF15112-2 MIU211-2 x 16 3-1/8 10-13/16 2-1/2 14 10d 6 10d 1625 1870 2030 1115 1400 1610 1750 960 5, F10
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 5, F10
3-1/2 x 9-1/4 - 9-1/2
THF35925 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 5, F10
3-1/2 x 9-1/4 - 14 THF17925-2 -- -- x 16 3-9/16 8-5/16 2-1/2 12 10d 6 10d 1390 1600 1740 1115 1200 1380 1500 960 5, F10
3-1/2 x 11-1/4 THF35112 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 5, F10
3-1/2 x 11-1/4 - 16 THF17112-2 -- -- x 16 3-5/8 10-9/16 2-1/2 14 10d 6 10d 1625 1870 2030 1115 1400 1610 1750 960 5, F10
3-1/2 x 14 THF35140 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 5, F10
3-1/2 x 14 - 20 THF17140-2 -- -- x 12 3-5/8 12-1/2 2-1/2 20 10d 6 10d 2540 2920 3175 1220 2200 2530 2750 1055 5, F10
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 5, F10
3-1/2 x 16 THF35157 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 5, F10
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 5, F10
4 - 4-3/16 x 9-1/2 THF20925-2 HU4.12/9, HU4.28/9
-- 16 4-3/16 8-11/16 2-1/2 12 10d 6 10d 1390 1600 1740 1115 1200 1380 1500 960 5, F10
4 - 4-3/16 x 11-7/8
THF20112-2 HU4.12/11, HU4.28/11 -- 16 4-3/16 11 2-1/2 16 10d 6 10d 1855 2135 2320 1115 1600 1840 2000 960 5, F10
4 - 4-3/16 x 14 THF20140-2 -- -- -- 16 4-3/16 13-5/8 2-1/2 20 10d 6 10d 2320 2670 2900 1115 2000 2300 2500 960 5, F10
4-5/8 x 9-1/4 - 14
THF23925-2 U3510-2 x 16 4-3/4 8-3/8 2-1/2 14 10d 6 10d 1625 1870 2030 1115 1400 1610 1750 960 5, F10
4-5/8 x 11-1/4 - 16
THF23118-2 U3512-2 x 16 4-3/4 10-11/16 2-1/2 16 10d 6 10d 1855 2135 2320 1115 1600 1840 2000 960 5, F10
4-5/8 x 14 - 22 THF23140-2 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 5, F10
4-5/8 x 16 - 26 THF23160-2 MIU4.75/16 x 12 4-3/4 15-15/16 2-1/2 24 10d 6 10d 3050 3505 3810 1220 2640 3035 3300 1055 5, F10
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, F10
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, F10
5 x 14 - 20 THF25140-2 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, F10
5 x 16 - 26 THF25160-2 MIU5.12/16 x 12 5-1/8 15-3/4 2-1/2 24 10d 6 10d 3050 3505 3810 1220 2640 3035 3300 1055 5, F10
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 5
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 5
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 5
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 red.
Allowable Loads (Lbs.)
Header3
Joist1
DF-L / SP Header S-P-F Header
USPStock No.
Web
Stif
fene
r Req
d.
Ste
el G
auge
Fastener Schedule4
I-Joist Chart
USP2141-091
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com 123
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®EWP Face Mount Hanger Charts
continued on next page
WD
H
Dimensions
Uplift2 Uplift2
Code
Joist Size Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.
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 5, F10
HD17925 HU9 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 5, F10
HDQ179IF HUCQ1.81/9-SDS x 14 1-13/16 9 3 8 WS3 4 WS15 3010 3380 3380 1365 2840 2840 2840 990 130
THD179 -- -- x 14 1-7/8 8-7/8 3 38 16d 20 10d x 1-1/2 5360 5800 5800 3095 4210 4510 4705 26005, F18,F10, D2
HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 5310 5510 5510 3205 4410 4630 4630 2690 6, F18, D2
HD17112 HU11 x 14 1-13/16 11-3/8 2 22 16d 6 10d x 1-1/2 2870 2975 3045 1065 2080 2170 2230 895 5, F10
HDQ17112IF HUCQ1.81/11-SDS x 14 1-13/16 11 3 10 WS3 6 WS15 3340 3340 3340 1580 2805 2805 2805 1325 130
THD179 -- -- x 14 1-7/8 8-7/8 3 38 16d 20 10d x 1-1/2 5360 5800 5800 3095 4210 4510 4705 26005, F18,F10, D2
HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 5310 5510 5510 3205 4410 4630 4630 2690 6, F18, D2
HD1714 HU14 x 14 1-13/16 13-5/16 2 26 16d 8 10d x 1-1/2 3100 3235 3330 1065 2280 2400 2480 895 5, F10
HDQ1714IF -- -- x 14 1-13/16 13-3/8 3 12 WS3 6 WS15 3340 3340 3340 1580 2805 2805 2805 1325 130
THD179 -- -- x 14 1-7/8 8-7/8 3 38 16d 20 10d x 1-1/2 5360 5800 5800 3095 4210 4510 4705 26005, F18,F10, D2
HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 5310 5510 5510 3205 4410 4630 4630 2690 6, F18, D2
HD1714 HU14 x 14 1-13/16 13-5/16 2 26 16d 8 10d x 1-1/2 3100 3235 3330 1065 2280 2400 2480 895 5, F10
HDQ1714IF -- -- x 14 1-13/16 13-3/8 3 12 WS3 6 WS15 3340 3340 3340 1580 2805 2805 2805 1325 130
THD179 -- -- x 14 1-7/8 8-7/8 3 38 16d 20 10d x 1-1/2 5360 5800 5800 3095 4210 4510 4705 26005, F18,F10, D2
HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 5310 5510 5510 3205 4410 4630 4630 2690 6, F18, D2
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, F10
THDH27925 HGUS2.75/10 x 12 2-3/4 9-1/8 4 46 16d 12 16d 8260 8260 8260 3490 6935 6935 6935 2930 6, F18, D2
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, F10
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
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
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
HD410 HU410 x 14 3-9/16 8-13/16 2-1/2 18 16d 10 10d 2540 2920 3175 1905 2180 2505 2725 1650 5, F10
HDQ410IF HUCQ410-SDS x 14 3-9/16 9 3 12 WS3 6 WS3 4510 5190 5590 2975 4430 4695 4695 2500 130
THD410 HHUS410 x 14 3-5/8 9-1/16 3 38 16d 20 10d 5360 6160 6700 3810 4600 5290 5750 32355, F18,F10, D2
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
HD412 HU412 x 14 3-9/16 10-13/16 2-1/2 22 16d 10 10d 3100 3565 3880 1905 2660 3060 3330 1650 5, F10
HDQ412IF HUCQ412-SDS x 14 3-9/16 11 3 14 WS3 6 WS3 5265 5590 5590 2975 4695 4695 4695 2500 130
THD412 -- -- x 14 3-5/8 11 3 48 16d 20 10d 6770 7045 7045 3810 5810 5920 5920 32355, F18,F10, D2
THDH412 HGUS412 x 12 3-9/16 10-1/2 4 56 16d 14 16d 9845 9845 9845 5225 8270 8270 8270 4390 6
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 red.
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
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
Joist1
Fastener Schedule4 Allowable Loads (Lbs.)
DF-L / SP Header S-P-F Header
USPStock No.
Ste
el G
auge
Web
Stif
fene
r Req
d.
Header3
Structural Composite Lumber Chart
EW
PH
an
gers
EWP Face Mount Hanger Charts
1-800-328-5934 • www.USPconnectors.com124
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Dimensions
Uplift2 Uplift2
Code
Joist Size Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% Ref.
HD414 HU414 x 14 3-9/16 12-13/16 2-1/2 24 16d 10 10d 3385 3890 4230 1905 2905 3340 3630 1650 5, F10
THD414 -- -- x 14 3-5/8 12-7/8 3 58 16d 20 10d 7045 7045 7045 3810 5920 5920 5920 3235 5
THDH414 HGUS414 x 12 3-9/16 13 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835 6
3-1/2 x 16 - 22 HD416 HU416 x 14 3-9/16 14-13/16 2-1/2 26 16d 12 10d 3665 4215 4570 2285 3145 3620 3840 1980 5, F10
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 5, F10
HD5210 -- -- x 14 5-3/8 7-7/8 2-1/2 18 16d 10 10d 2540 2920 3175 1905 2180 2505 2725 1650 5, F10
HDQ5210IF HUCQ5.25/9-SDS x 14 5-1/4 9 3 12 WS3 6 WS3 4510 5190 5590 2975 4430 4695 4695 2500 130
THD610 HHUS5.50/10 x 12 5-1/2 9 3 38 16d 20 10d 5660 6510 7080 3410 4900 5635 6130 28655, F18,F10, D2
THDH5210 HGUS5.25/10 x 12 5-3/8 9-1/8 4 46 16d 16 16d 8725 9855 9855 4565 7520 8275 8275 3835 6
THDH610 HGUS5.50/10 x 12 5-1/2 9 4 46 16d 16 16d 8725 9855 9855 4565 7520 8275 8275 3835 6
HD5212 -- -- x 14 5-3/8 9-7/8 2-1/2 22 16d 10 10d 3100 3565 3880 1905 2660 3060 3330 1650 5, F10
HDQ5212IF HUCQ5.25/11-SDS x 14 5-1/4 11 3 14 WS3 6 WS3 5265 5590 5590 2975 4695 4695 4695 2500 130
THD612 -- -- x 12 5-1/2 11 3 48 16d 20 10d 7150 8225 8415 4065 6190 7070 7070 35205, F18,F10, D2
THDH5212 HGUS5.25/12 x 12 5-3/8 11-1/8 4 56 16d 20 16d 9935 9935 9935 5180 8345 8345 8345 4355 6
THDH612 HGUS5.50/12 x 12 5-1/2 11 4 56 16d 20 16d 9935 9935 9935 5180 8345 8345 8345 4355 6
HD5214 -- -- x 14 5-3/8 11-7/8 2-1/2 24 16d 10 10d 3385 3890 4230 1905 2905 3340 3630 1650 5, F10
THD614 -- -- x 12 5-1/2 12-7/8 3 58 16d 20 10d 8415 8415 8415 4065 7070 7070 7070 3520 5
THDH614 HGUS5.50/14 x 12 5-1/2 13 4 66 16d 22 16d 11645 11645 11645 5795 9780 9780 9780 4865 6
5-1/4 x 16 - 22 HD5216 -- -- x 14 5-3/8 13-7/8 2-1/2 30 16d 12 10d 4230 4570 4570 2285 3630 3840 3840 1980 5, F10
6 x 11-7/8 - 16 HD62117 -- -- x 14 6-1/4 11-3/4 2-1/2 24 16d 6 10d 3385 3890 4230 1140 2905 3340 3630 990 5
6-3/4 x 9 - 14-1/2 THDH6710 HGUS6.88/10 x 12 6-7/8 8-13/16 4 46 16d 12 16d 8260 8260 8260 3490 6935 6935 6935 2930 6, F18, D2
6-3/4 x 11 - 18 THDH6712 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
6-3/4 x 13 - 20-1/2 THDH6714 HGUS6.88/14 x 12 6-7/8 12-13/16 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835 6
6-15/16 x 11-7/8 - 16 HD71117 -- -- x 14 7-1/8 11-3/4 2-1/2 26 16d 6 10d 3665 4215 4570 1140 3145 3620 3840 990 5
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
THD7210 HHUS7.25/10 x 12 7-1/4 9 3 38 16d 20 10d 5660 6510 7080 3410 4900 5635 6130 2865 5, F18, D2
THDH7210 HGUS7.25/10 x 12 7-1/4 9 4 46 16d 12 16d 8260 9010 9010 3970 7120 7570 7570 3335 6, F18, D2
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
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
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
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
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 5
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 5
7-5/8 x 11-7/8 - 16 HD77117 -- -- x 14 7-7/8 11-3/4 2-1/2 26 16d 6 10d 3665 4215 4570 1140 3145 3620 3840 990 5
8 x 11-7/8 - 16 HD83117 -- -- x 14 8-5/16 11-3/4 2-1/2 26 16d 6 10d 3665 4215 4570 1140 3145 3620 3840 990 5
9-1/4 x 11-7/8 - 16 HD95117 -- -- x 14 9-1/2 11-3/4 2-1/2 30 16d 6 10d 4230 4570 4570 1140 3630 3840 3840 990 5
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 red.
7 x 9-1/4 - 14
7 x 11-1/4 - 16
7 x 14 - 20
5-1/4 x 14 - 20
5-1/4 x 9-1/4 - 11-7/8
5-1/4 x 11-1/4 - 16
3-1/2 x 14 - 20
Allowable Loads (Lbs.)
Header 3 Joist 1DF-L / SP Header S-P-F Header
USPStock No.
Web
Stif
fene
r Req
d.
Ste
el G
auge
Fastener Schedule4
WD
H
Structural Composite Lumber Chart
USP2141-091
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com 125
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Top Mount Hangers – BPH, TFI, TFL, & THO series
H
D
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.
USPSeries
NailerSize
Fastener Schedule1,2 Allowable Loads (Lbs.)3
Header Joist DF-L / SP S-P-F
THO
BPH
TFL
THO (Double)
TFI
BPH Specialty Options Chart – refer to SpecialtyOptions pages 201 and 203 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 129-139.Finish: G90 galvanizingCodes: ESR-1178, ESR-1831, ESR-1280, ESR-1781,
FL815, FL822, FL11664, L.A. City RR 25749Patents: #5,564,248 – THO & TFL
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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 205.• 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.
H
D
TF
W
TFI
THO
H
TF
DW
BPH Typical BPHinstallation
Typical TFLinstallation
Typical THOinstallation
Nailer Options – chart represents maximum allowable loadsfor hangers used on wood nailers. Reference page 117.
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
straight-line interpolation
Add SK,angle required,and right (R)or left (L),
to product number.Ex. BPH3595-SK45R
Add SL,slope required,and up (U) or down (D),
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
100% of table load 100% of table load
Slant Nailingvia dimplenail holes
Diamondholes
NEWTFL
SIZES
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com126
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®Beam Hangers – HLBH & LBH series
L
W
3˝
TF
H
D
Typical LBHinstallation
LBH
Specialty Options Chart – refer to Specialty Options pages 201, 203 to 204 for additional details.
Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Sloped Top Flange4Top 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. LBH3595-SF30L
Add OS,andright (R)or left (L),to product number.Ex. LBH3595-OSL
Reduce allowabletable loads using
straight-lineinterpolation
60% of table loadfor LBH.
45% of table loadfor HLBH.
Ordering
Add SK,angle required,and right (R)or left (L),
to product number.Ex. LBH3595-SK45R
AllowableLoads
LBH - 4725 lbs. Max.HLBH - 8070 lbs. Max.50% of uplift load on
skew greater than 15˚.
LBH - 4110 lbs. Max.HLBH - 7000 lbs. Max.
LBH - 3900 lbs. Max.HLBH - 6650 lbs. Max.50% of uplift load on
skew greater than 15˚.
Add SL,slope required,and up (U)or down (D),
to product number.Ex. LBH3595-SL30D
See Sloped Seat andSkewed.
Ex. LBH3595-SK45RSL30D
100% of table loadper side.
See footnote 5.100% of table load
Add SA, and saddlewidth required
to product number.Ex. LBH3595-SA=5-1/2˝
Add DA,andangle required
to product number.Ex. LBH3595-DA30
TF4 3/8˝
L
H
DW
HLBH
LBH – Medium-to-heavy duty hanger for LVL, LSL, and PSL beams.
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
Installation:• Use all specified fasteners. See Product Notes, page 10.• For welded installations, see page 205.• 16d ring shank nails are supplied with HLBH and LBH hangers.
Fastener Schedule1,2
Uplift Uplift
Qty Type Qty Type 100% 160% 100% 160%
4X 9 NA16D-RS 6 10d x 1-1/2 6400 1315 5505 1130
4X 9 NA16D-RS 6 16d 6400 1420 5505 1220
LBH 5-1/2˝ >
4X 9 NA16D-RS 6 16d 6400 1525 5505 1310
4X 15 NA16D-RS 6 10d x 1-1/2 9600 1390 8255 11954X 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.
HLBH
USPSeries
NailerSize
LBH
DF-L / SP S-P-F
Allowable Loads (Lbs.) 3
Header Joist
HLBH & LBH Nailer Options – chart represents maximum allowable loads for hangers used on woodnailers. Reference page 117.
USP2141-091
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com 127
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Top Flange Hangers – MPH, PH, PHI, PHM, PHX, & PHXU series
PH
L
WD
H
TF
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.
PH, PHM, PHX, & PHXU – Used to connect LVL, LSL, and PSL beams to headers inmedium load conditions using standard nails.
PHI – Specifically designed to support single-ply I-Joists on I-Joist headers. Joist nailing and top lateral support allows for installation without web stiffeners.
Materials: See EWP Top Mount Hangers charts, pages 129-139.Finish: USP primerCodes: ESR-1781, ESR-1831, ESR-2104,
FL816, FL820, FL822, L.A. City RR 25745
Patents: #6,463,711 B1 – PHXU
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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 PH, PHI, PHM, PHX, & PHXU welded installations, see page 205.
Assuresproper naillocation on
I-Joistheader of
similar width.
L
W 2 1/2˝
TF
H
No webstiffenerrequired.
PHI
H
W
3 3/4˝
2 1/2˝
L
MPH
Typical MPHinstallation
Typical PHIinstallation
H
L
TF
W D
PHXU
Typical PHXUinstallation
continued on next pagecontinued on next page
Install with (2)16d duplex nailsin grouted cells
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com128
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®Top Flange Hangers – MPH, PH, PHI, PHM, PHX, & PHXU series cont.
H
L
TF
WD
H
L
TF
WD
Specialty Options Chart – refer to Specialty Options pages 201, 203 to 204 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
PH
PHI
PHM
PHX
PHXU N/AMPH -- -- N/A N/A
3-1/2˝ or less 60%
3-9/16˝ to 5-1/2˝ 75%
5-9/16˝ to 7-1/2˝ 85%
PH
PHI
PHM
PHX
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.
Add SL,slope required, andup (U)or down (D),to product number.Ex. PH1795-SL30D
See Sloped Seatand Skewed.
Ex.PH1795-SK45RSL30D
Add SF,angle required, andright (R)or left (L),
to product number.Ex. PH1795-SF30L
Range
AllowableLoads
PH
Add SK,angle required, andright (R)or left (L),to product number.Ex. PH1795-SK45R
Ordering
PHX
PHXU
PHM
MPH
100% of table load.See footnote 6.
Add OS,andright (R)or left (L),to product number.Ex. PH1795-OSL
Add DA,andangle required to
to product number.Ex. PH17955-DA30
Add SA,and saddle
width requiredto product number.
Ex. PH1795-SA=5-1/2˝
100% of table load
PHI 100% of table load.
Reduceallowable table
loads usingstraight-lineinterpolation
100% of table load up toMax. load of 3000 lbs.
100% of table load up toMax. load of 3500 lbs.
100% of table load up toMax. load of 3900 lbs.
100% of table load up toMax. load of 2500 lbs.
100% of table load100% of table load
-- --
1˚ to 84˚
1˚ to 45˚
1˚ to 60˚
100% of table load.
% oftableload:
HangerWidth
-- --0˚ to 45˚
0° to 35°See Sloped Seatand Skewed
Fastener Schedule1,2
Uplift Uplift
Qty Type Qty Type 100% 160% 100% 160%
2X 2 10d x 1-1/2 2 10d x 1-1/2 1635 -- -- 1405 -- --
3X 2 16d x 2-1/2 2 10d x 1-1/2 1750 -- -- 1505 -- --(2) 2X 2 10d 2 10d x 1-1/2 1635 -- -- 1405 -- --
2X 2 10d x 1-1/2 2 10d x 1-1/2 1360 -- -- 1170 -- --
3X 2 10d x 1-1/2 2 10d x 1-1/2 1360 -- -- 1170 -- --(2) 2X 2 10d x 1-1/2 2 10d x 1-1/2 1360 -- -- 1170 -- --
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 -- --
PHX 4X 4 16d 2 10d 5210 -- -- 4480 -- --
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 8 gauge (0.162˝ diameter) by 2-1/2˝ long. 3) Listed loads shall not be increased.
NailerSize
PHXU 2-3/4˝ > widths
DF-L / SP
PHM
Allowable Loads (Lbs.)3
S-P-F
PH
PHI
Header Joist
USPSeries
PH, PHI, & PHM Nailer Options – chart represents maximum allowable loads for hangers used on woodnailers. Reference page 117.
PHXPHM
Typical PHXinstallation
USP2141-091
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com 129
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Dimensions Fastener Schedule2,3,4,8 100% Allowable Loads (Lbs.) 1,5,7 DF-L / SP
Uplift6
Joist Size
USPStock No. Ref. No. S
teel
Gau
ge
W H D L TF Qty Type Qty Type DF-
L / S
P I-
Jois
t9
LVL
PSL
LSL
DF-
L / S
P
SPF
Mas
onry
160
% CodeRef.
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, F10
BPH15925 -- -- 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
PH15925 -- -- -- 12 1-9/16 9-1/4 2-1/2 6-1/2 3 2 16d 2 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- 10, F16
PHI15925 -- -- -- 12 1-9/16 9-1/4 2-1/2 6-1/2 1-1/2 2 10d x 1-1/2 2 10d x 1-1/2 1400 1400 1400 1400 1360 1360 -- -- 10, F16
MPH210 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, F11
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, F10
BPH1595 -- -- 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
PHI1595 -- -- -- 12 1-9/16 9-1/2 2-1/2 6-1/2 1-1/2 2 10d x 1-1/2 2 10d x 1-1/2 1400 1400 1400 1400 1360 1360 -- -- 10, F16
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, F11
THO15112 ITT211.25 -- 16 1-9/16 11-1/4 2 -- 1-7/16 6 10d 2 10d x 1-1/2 1030 1345 1290 1335 1030 865 -- 230 5, F10
BPH15112 -- -- 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
MPH212 WM211.25 -- 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, F11
THO15118 ITT211.88 -- 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, F10
BPH15118 -- -- 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
MPH15118 WM211.88 -- 12 1-9/16 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2585 -- 5, F11
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, F10
BPH1514 -- -- 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
MPH1514 -- -- -- 12 1-9/16 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2585 -- 5, F11
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, F10
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, F10
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, F10
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, F10
1-3/4 x 7-1/4 PHXU17725 -- -- 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
THO17925 ITT9.25 -- 18 1-13/16 9-1/4 2 -- 1-9/16 6 10d 2 10d x 1-1/2 995 1345 1290 1335 995 835 -- 230 5
BPH17925 -- -- x 12 1-13/16 9-1/4 2-3/8 -- 1-3/4 10 16d 4 10d x 1-1/2 -- 3340 3395 3395 3030 2245 -- 625 10, F16
PHI17925 -- -- -- 12 1-13/16 9-1/4 2-1/2 6-1/2 1-3/4 2 10d x 1-1/2 2 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- 10, F16
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 -- -- 10, F16
PHXU17925 -- -- 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
MPH17925 -- -- -- 12 1-13/16 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2975 -- 5, F11
THO17950 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
BPH1795 -- -- x 12 1-13/16 9-1/2 2-3/8 -- 1-3/4 10 16d 4 10d x 1-1/2 -- 3340 3395 3395 3030 2245 -- 625 10, F16
PHI1795 -- -- -- 12 1-13/16 9-1/2 2-1/2 6-1/2 1-3/4 2 10d x 1-1/2 2 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- 10, F16
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 -- -- 10, F16
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
THO17112 ITT11.25 -- 16 1-13/16 11-1/4 2 -- 1-9/16 6 10d 2 10d x 1-1/2 1100 1345 1290 1335 1100 925 -- 230 5
BPH17112 -- -- x 12 1-13/16 11-1/4 2-3/8 -- 1-3/4 10 16d 4 10d x 1-1/2 -- 3340 3395 3395 3030 2245 -- 625 10, F16
PHI17112 -- -- -- 12 1-13/16 11-1/4 2-1/2 6-1/2 1-3/4 2 10d x 1-1/2 2 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- 10, F16
PHM17112 WP11.25 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 -- -- 10, F16
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
MPH17112 -- -- -- 12 1-13/16 11-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 2975 -- 5, F11
THO17118 ITT11.88 -- 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
BPH17118 -- -- x 12 1-13/16 11-7/8 2-3/8 -- 1-3/4 10 16d 4 10d x 1-1/2 -- 3340 3395 3395 3030 2245 -- 625 10, F16
PH17118 -- -- x 12 1-13/16 11-7/8 2-1/2 6-1/2 3 2 16d 2 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- 10, F16
PHI17118 -- -- -- 12 1-13/16 11-7/8 2-1/2 6-1/2 1-3/4 2 10d x 1-1/2 2 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- 10, F16
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 -- -- 10, F16
PHXU17118 -- -- 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, F11
1-3/4 x 12 PHM1712 -- -- x 7/10 1-13/16 12 2-1/2 7 3 2 16d 2 10d x 1-1/2 -- 3535 3330 3080 2865 2865 -- -- 10, F16
THO17140 ITT14 -- 16 1-13/16 14 3 -- 1-3/4 10 10d 2 10d x 1-1/2 1760 1760 1760 1760 1760 1475 -- 230 5
BPH1714 -- -- x 12 1-13/16 14 2-3/8 -- 1-3/4 10 16d 4 10d x 1-1/2 -- 3340 3395 3395 3030 2245 -- 625 10, F16
PH1714 -- -- x 12 1-13/16 14 2-1/2 6-1/2 3 2 16d 2 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- 10, F16
PHI1714 -- -- -- 12 1-13/16 14 2-1/2 6-1/2 1-3/4 2 10d x 1-1/2 2 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- 10, F16
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
PHXU1714 -- -- 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, F11
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
1-1/2 x 14
1-3/4 x 9-1/4
1-3/4 x 9-1/2
1-3/4 x 11-1/4
1-3/4 x 11-7/8
1-3/4 x 14
Header Material
Web
Stif
fene
r Req
d.
Header Joist
EWP Top Mount Hanger Charts
Dimensions Fastener Schedule2,3,4,8
100% Allowable Loads (Lbs.)1,5,7
DF-L / SP
Uplift6
Joist Size
USPStock No.
Ref. No.
Ste
el G
auge
W H D L TF Qty Type Qty Type DF-
L / S
P I-
Jois
t9
LVL
PSL
LSL
DF-
L / S
P
SPF
Mas
onry
160
% CodeRef.
THO17160 ITT16 -- 16 1-13/16 16 3 -- 1-5/8 10 10d 2 10d x 1-1/2 1760 1760 1760 1760 1760 1475 -- 230 5
BPH1716 B1.81/16 x 12 1-13/16 16 2-3/8 -- 1-3/4 10 16d 4 10d x 1-1/2 -- 3340 3395 3395 3030 2245 -- 625 10, F16
PH1716 -- -- x 12 1-13/16 16 2-1/2 6-1/2 3 2 16d 2 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- 10, F16 PHI1716 -- -- -- 12 1-13/16 16 2-1/2 6-1/2 1-3/4 2 10d x 1-1/2 2 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- 10, F16
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 -- -- 10, F16
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, F11
TFL2095 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
THO20950 -- -- -- 18 2-1/8 9-1/2 2-3/8 -- 1-15/16 6 10d 2 10d x 1-1/2 1030 1345 1290 1335 1030 865 -- 230 5
PHI2095 -- -- -- 12 2-1/8 9-1/2 2-1/2 6-1/2 1-3/4 2 10d x 1-1/2 2 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- 10
TFL20118 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
THO20118 -- -- -- 18 2-1/8 11-7/8 2-3/8 -- 1-15/16 6 10d 2 10d x 1-1/2 1030 1345 1290 1335 1030 865 -- 230 5
PHI20118 -- -- -- 12 2-1/8 11-7/8 2-1/2 6-1/2 1-3/4 2 10d x 1-1/2 2 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- 10
TFL2014 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
THO20140 -- -- -- 18 2-1/8 14 2-3/8 -- 1-15/16 10 10d 2 10d x 1-1/2 1760 1760 1760 1760 1760 1475 -- 230 5
PHI2014 -- -- -- 12 2-1/8 14 2-1/2 6-1/2 1-3/4 2 10d x 1-1/2 2 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- 10
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
THO20160 -- -- -- 18 2-1/8 16 2-3/8 -- 1-15/16 10 10d 2 10d x 1-1/2 1760 1760 1760 1760 1760 1475 -- 230 5
PHI2016 -- -- -- 12 2-1/8 16 2-1/2 6-1/2 1-3/4 2 10d x 1-1/2 2 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- 10
THO23925 ITT359.25 -- 18 2-3/8 9-1/4 2-3/8 -- 1-7/8 10 10d 2 10d x 1-1/2 1625 1625 1625 1625 1625 1365 -- 265 5, F10
MPH23925 -- -- -- 12 2-3/8 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 5, F11 TFL2395 ITT359.5 -- 18 2-5/16 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1
PHI2395 -- -- -- 10/12 2-3/8 9-1/2 2-1/2 6-1/2 2-5/16 2 10d x 1-1/2 2 10d x 1-1/2 2010 2005 2005 2005 2005 2005 -- -- 10, F16
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, F11
TFL23118 ITT3511.88 -- 18 2-5/16 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1
THO23118 -- -- -- 16 2-3/8 11-7/8 2-3/8 -- 1-7/8 10 10d 2 10d x 1-1/2 1835 1835 1835 1835 1835 1540 -- 265 5, F10
PHI23118 -- -- -- 10/12 2-3/8 11-7/8 2-1/2 6-1/2 2-5/16 2 10d x 1-1/2 2 10d x 1-1/2 2010 2005 2005 2005 2005 2005 -- -- 10, F16
MPH23118 WM3511.88 -- 12 2-3/8 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 5, F11 TFL2314 ITT3514 -- 18 2-5/16 14 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1
THO23140 -- -- -- 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, F10
TFI3514 MIT3514 -- 16 2-3/8 14 2-1/2 -- 2-1/16 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360 2, F20, R12
PHI2314 -- -- -- 10/12 2-3/8 14 2-1/2 6-1/2 2-5/16 2 10d x 1-1/2 2 10d x 1-1/2 2010 2005 2005 2005 2005 2005 -- -- 10, F16
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
MPH2314 WM3514 -- 12 2-3/8 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 5, F11 TFL2316 -- -- -- 18 2-5/16 16 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1
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
PHI2316 -- -- -- 10/12 2-3/8 16 2-1/2 6-1/2 2-5/16 2 10d x 1-1/2 2 10d x 1-1/2 2010 2005 2005 2005 2005 2005 -- -- 10, F16
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
MPH2316 WM3516 -- 12 2-3/8 16 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 5, F11
THO23180 -- -- x 18 2-3/8 18 2-3/8 -- 2 14 10d 2 10d x 1-1/2 2685 2685 2685 2685 2685 2255 -- 265 5, F10 TFI3518 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
PHI2318 -- -- x 10/12 2-3/8 18 2-1/2 6-1/2 2-5/16 2 10d x 1-1/2 2 10d x 1-1/2 2010 2005 2005 2005 2005 2005 -- -- 10, F16
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
MPH2318 WM3518 x 12 2-3/8 18 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 5, F11
THO23200 -- -- x 18 2-3/8 20 2-3/8 -- 2 14 10d 2 10d x 1-1/2 2685 2685 2685 2685 2685 2255 -- 265 5, F10
TFI3520 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 PHI2320 -- -- x 10/12 2-3/8 20 2-1/2 6-1/2 2-5/16 2 10d x 1-1/2 2 10d x 1-1/2 2010 2005 2005 2005 2005 2005 -- -- 10, F16
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
MPH2320 WM3520 x 12 2-3/8 20 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 3855 -- 5, F11
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 red.
1-3/4 x 16
2 - 2-1/8 x 9-1/2
2 - 2-1/8 x 16
2-1/4 - 2-5/16 x 9-1/4
2 - 2-1/8 x 11-7/8
2 - 2-1/8 x 14
2-1/4 - 2-5/16 x 14
2-1/4 - 2-5/16 x 16
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 18
2-1/4 - 2-5/16 x 20
Web
Stif
fene
r Req
d.
Header Joist Header Material
1-800-328-5934 • www.USPconnectors.com130
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®EWP Top Mount Hanger Charts continued
continued on next page
H
L
TF
W D
USP2141-091
1-800-328-5934 • www.USPconnectors.com 131
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Dimensions Fastener Schedule2,3,4,8 100% Allowable Loads (Lbs.)1,5,7 DF-L / SP
Uplift6
Joist Size
USPStock No.
Ref. No.
Ste
el G
auge
W H D L TF Qty Type Qty Type DF-
L / S
P I-
Jois
t9
LV
L
PS
L
LS
L
DF-
L / S
P
SP
F
Mas
onry
160
% CodeRef.
TFI3524 -- -- -- 16 2-3/8 24 2-1/2 -- 2-1/16 10 16d 2 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 360 2, F20, R12
PHM2324 -- -- x 7/10 2-3/8 24 2-1/2 7 3 2 16d 2 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- 10, F16
TFL25925 ITT39.25 -- 18 2-1/2 9-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1
PHI25925 WI39.25 -- 10/12 2-9/16 9-1/4 2-1/2 6-1/2 2-1/2 2 10d x 1-1/2 2 10d x 1-1/2 2010 2005 2005 2005 2005 2005 -- -- 10, F16
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, F11
2-1/2 x 9-3/8 TFL25938 ITT39.37 -- 18 2-1/2 9-3/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1
TFL2595 ITT39.5 -- 18 2-1/2 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1
THO25950 -- -- -- 18 2-9/16 9-1/2 2-3/8 -- 1-15/16 10 10d 2 10d x 1-1/2 1625 1625 1625 1625 1625 1365 -- 265 5, F10
PHI2595 WI39.5 -- 10/12 2-9/16 9-1/2 2-1/2 6-1/2 2-1/2 2 10d x 1-1/2 2 10d x 1-1/2 2010 2005 2005 2005 2005 2005 -- -- 10, F16
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, F11
TFL25112 ITT311.25 -- 18 2-1/2 11-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1
PHI25112 WI311.25 -- 10/12 2-9/16 11-1/4 2-1/2 6-1/2 2-1/2 2 10d x 1-1/2 2 10d x 1-1/2 2010 2005 2005 2005 2005 2005 -- -- 10, F16
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, F11
2-1/2 x 11-1/2 TFL25115 -- -- -- 18 2-1/2 11-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1
TFL25118 ITT311.88 -- 18 2-1/2 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1
THO25118 -- -- -- 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, F10
PHI25118 -- -- -- 10/12 2-9/16 11-7/8 2-1/2 6-1/2 2-1/2 2 10d x 1-1/2 2 10d x 1-1/2 2010 2005 2005 2005 2005 2005 -- -- 10, F16
MPH25118 WM311.88 -- 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, F11
2-1/2 x 13 TFL2513 ITT313 -- 18 2-1/2 13 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1
TFL2514 ITT314 -- 18 2-1/2 14 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1
THO25140 -- -- -- 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, F10
TFI314 MIT314 -- 16 2-9/16 14 2-1/2 -- 2 6 16d 2 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 360 2, F20, R12
PHI2514 -- -- -- 10/12 2-9/16 14 2-1/2 6-1/2 2-1/2 2 10d x 1-1/2 2 10d x 1-1/2 2010 2005 2005 2005 2005 2005 -- -- 10, F16
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
PHX2514 -- -- -- 3/10 2-9/16 14 3-7/8 10 3 4 16d 2 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- 10, F16
MPH2514 WMI314 -- 12 2-1/2 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 5, F11
TFL2516 ITT316 -- 18 2-1/2 16 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 360 1
TFI316 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
PHI2516 -- -- -- 10/12 2-9/16 16 2-1/2 6-1/2 2-1/2 2 10d x 1-1/2 2 10d x 1-1/2 2010 2005 2005 2005 2005 2005 -- -- 10, F16
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
MPH2516 WMI316 -- 12 2-1/2 16 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 5, F11
THO25180 -- -- x 18 2-9/16 18 2-3/8 -- 2 14 10d 2 10d x 1-1/2 2685 2685 2685 2685 2685 2255 -- 265 5, F10
TFI318 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 WMI318 x 12 2-1/2 18 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 5, F11
THO25200 -- -- x 18 2-9/16 20 2-3/8 -- 2 14 10d 2 10d x 1-1/2 2685 2685 2685 2685 2685 2255 -- 265 5, F10
TFI320 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
MPH2520 WMI320 x 12 2-1/2 20 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 5, F11
TFI322 HIT322 -- 16 2-9/16 22 2-1/2 -- 2 10 16d 2 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 360 2, F20, R12
MPH2522 -- -- x 12 2-1/2 22 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 5
TFI324 HIT324 -- 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
MPH2524 -- -- x 12 2-1/2 24 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4145 -- 5
TFI326 HIT326 -- 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
2-1/2 x 28 PHX2528 HWI328 x 3/10 2-9/16 28 3-7/8 10 3 4 16d 2 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- 10, F16
2-1/2 x 30 PHX2530 HWI330 x 3/10 2-9/16 30 3-7/8 10 3 4 16d 2 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- 10, F16
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, F10
PHI2695 -- -- -- 10/12 2-11/16 9-1/2 2-1/2 6-1/2 2-5/8 2 10d x 1-1/2 2 10d x 1-1/2 2010 2005 2005 2005 2005 2005 -- -- 10, F16
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 1540 -- 265 5, F10
PHI26118 -- -- -- 10/12 2-11/16 11-7/8 2-1/2 6-1/2 2-5/8 2 10d x 1-1/2 2 10d x 1-1/2 2010 2005 2005 2005 2005 2005 -- -- 10, F16
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 2280 -- 265 5, F10
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 2280 -- 265 5, F10
BPH27925 -- -- x 12 2-3/4 9-1/4 2-3/8 -- 2-1/8 10 16d 4 10d x 1-1/2 -- 3495 3510 3775 3495 2625 -- 625 10, F16
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
LBH27925 GLTV2.75/9.25 x 10 2-3/4 9-1/4 4 10-3/4 2-3/4 9 NA16D-RS 6 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1275 10, F16
HLBH27925 HGLTV2.75/9.25 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
MPH27925 WM2.75/9.25 -- 12 2-3/4 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4280 -- 5
Web
Stif
fene
r R
eqd.
Header Joist Header Material
2-11/16 x 9-1/4
2-5/8 x 9-1/2
2-5/8 x 11-7/8
2-1/2 x 24
2-1/2 x 26
2-1/2 x 20
2-1/2 x 22
2-1/2 x 16
2-1/2 x 18
2-1/2 x 11-7/8
2-1/2 x 14
2-1/2 x 9-1/2
2-1/2 x 11-1/4
2-1/4 - 2-5/16 x 24
2-1/2 x 9-1/4
EWP Top Mount Hanger Charts continued
continued on next page
1-800-328-5934 • www.USPconnectors.com132
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
continued on next page
EWP Top Mount Hanger Charts continued
Dimensions Fastener Schedule2,3,4,8 100% Allowable Loads (Lbs.)1,5,7 DF-L / SP
Uplift6
Joist Size
USPStock No. Ref. No. S
teel
Gau
ge
W H D L TF Qty Type Qty Type DF-
L / S
P I-
Jois
t9
LVL
PSL
LSL
DF-
L / S
P
SPF
Mas
onry
160
% CodeRef.
BPH2795 -- -- x 12 2-3/4 9-1/2 2-3/8 -- 2-1/8 10 16d 4 10d x 1-1/2 -- 3450 3510 3775 3450 2625 -- 625 10, F16
PHXU2795 HWU2.75/9.5 -- 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
LBH2795 GLTV2.75/9.5 x 10 2-3/4 9-1/2 4 10-3/4 2-3/4 9 NA16D-RS 6 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1275 10, F16
HLBH2795 HGLTV2.75/9.5 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
MPH2795 WM2.75/9.5 -- 12 2-3/4 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4280 -- 5
BPH27112 -- -- x 12 2-3/4 11-1/4 2-3/8 -- 2-5/16 10 16d 4 10d x 1-1/2 -- 3495 3510 3775 3495 2625 -- 625 10, F16
PHXU27112 HWU2.75/11.25 -- 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
LBH27112 GLTV2.75/11.25 x 10 2-3/4 11-1/4 4 10-3/4 2-3/4 9 NA16D-RS 6 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1275 10, F16
HLBH27112 HGLTV2.75/11.25 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
MPH27112 WM2.75/11.25 -- 12 2-3/4 11-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4280 -- 5
BPH27118 -- -- x 12 2-3/4 11-7/8 2-3/8 -- 2-5/16 10 16d 4 10d x 1-1/2 -- 3495 3510 3775 3495 2625 -- 625 10, F16
PHXU27118 HWU2.75/11.88 -- 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
LBH27118 GLTV2.75/11.88 x 10 2-3/4 11-7/8 4 10-3/4 2-3/4 9 NA16D-RS 6 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1275 10, F16
HLBH27118 HGLTV2.75/11.88 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
MPH27118 WM2.75/11.88 -- 12 2-3/4 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4280 -- 5
BPH2714 -- -- x 12 2-3/4 14 2-3/8 -- 2-1/4 10 16d 4 10d x 1-1/2 -- 3495 3510 3775 3495 2625 -- 625 10, F16
PHX2714 -- -- x 3/10 2-3/4 14 3-1/2 10 2-3/4 4 16d 2 10d x 1-1/2 -- 6015 5350 5755 4580 3845 -- -- 10, F16
PHXU2714 HWU2.75/14 -- 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
LBH2714 GLTV2.75/14 x 10 2-3/4 14 4 10-3/4 2-3/4 9 NA16D-RS 6 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1275 10, F16
HLBH2714 HGLTV2.75/14 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
MPH2714 WM2.75/14 -- 12 2-3/4 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4280 -- 5
BPH2716 -- -- x 12 2-3/4 16 2-3/8 -- 2-1/4 10 16d 4 10d x 1-1/2 -- 3495 3510 3775 3495 2625 -- 625 10, F16
PHXU2716 HWU2.75/16 -- 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
LBH2716 GLTV2.75/16 x 10 2-3/4 16 4 10-3/4 2-3/4 9 NA16D-RS 6 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1275 10, F16
HLBH2716 HGLTV2.75/16 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
MPH2716 WM2.75/16 -- 12 2-3/4 16 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 -- -- -- -- -- -- 4280 -- 5
THO15925-2 -- -- x 16 3-1/16 9-1/4 2-3/8 -- 1-1/2 10 16d 6 10d 2630 2330 2490 2490 2500 1855 -- 1115 5, F10
BPH31925 -- -- x 12 3-1/8 9-1/4 2-3/8 -- 2-5/16 10 16d 4 10d -- 3440 3510 3775 3440 2815 -- 625 10, F16
PHM15925-2 WP29.25-2 x 7/10 3-1/8 9-1/4 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 2865 2865 -- -- 10, F16
PHX15925-2 -- -- x 3/10 3-1/8 9-1/4 3-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
MPH210-2 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, F11
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, F10
BPH3195 -- -- x 12 3-1/8 9-1/2 3 -- 2-5/16 10 16d 4 10d -- 3440 3510 3775 3440 2815 -- 625 10, F16
PHM1595-2 WP29.5-2 x 7/10 3-1/8 9-1/2 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 2865 2865 -- -- 10, F16
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, F11
THO15112-2 -- -- x 16 3-1/16 11-1/4 2-3/8 -- 1-9/16 10 16d 6 10d 2630 2330 2535 2535 2535 1890 -- 1115 5, F10
BPH31112 -- -- x 12 3-1/8 11-1/4 3 -- 2-3/16 10 16d 4 10d -- 3440 3510 3775 3440 2815 -- 800 10, F16
PHM15112-2 WP211.25-2 x 7/10 3-1/8 11-1/4 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 2865 2865 -- -- 10, F16
PHX15112-2 -- -- x 3/10 3-1/8 11-1/4 3-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
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, F11
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, F10
BPH31118 -- -- x 12 3-1/8 11-7/8 3 -- 2-3/16 10 16d 4 10d -- 3440 3510 3775 3440 2815 -- 800 10, F16
PHM15118-2 WP211.88-2 x 7/10 3-1/8 11-7/8 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 2865 2865 -- -- 10, F16
PHX15118-2 -- -- x 3/10 3-1/8 11-7/8 3-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
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, F11
THO15140-2 -- -- x 12 3-1/16 14 3 -- 2-1/8 10 16d 6 10d 2630 2330 2535 2535 2535 2130 -- 1175 5, F10
BPH3114 -- -- x 12 3-1/8 14 3 -- 2-3/16 10 16d 4 10d -- 3440 3510 3775 3440 2815 -- 800 10, F16
MPH1514-2 -- -- x 12 3-1/8 14 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
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 red.
Web
Stif
fene
r Req
d.
Header Joist Header Material
3 x 14
3 x 11-1/4
3 x 11-7/8
3 x 9-1/4
3 x 9-1/2
2-11/16 x 14
2-11/16 x 16
2-11/16 x 11-1/4
2-11/16 x 11-7/8
2-11/16 x 9-1/2
H
L
TF
W D
Dimensions Fastener Schedule2,3,4,8
100% Allowable Loads (Lbs.)1,5,7
DF-L / SP
Uplift6
Joist SizeUSPStock No.
Ref. No.
Ste
el G
auge
W H D L TF Qty Type Qty Type DF-
L / S
P I-
Jois
t9
LVL
PSL
LSL
DF-
L / S
P
SPF
Mas
onry
160
% CodeRef.
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, F10
BPH35925 -- -- x 12 3-9/16 9-1/4 2-3/8 -- 2-1/4 10 16d 4 10d -- 3485 3510 3775 3485 3280 -- 815 10, F16
PHI35925 -- -- -- 10/12 3-9/16 9-1/4 2-1/2 6-1/2 3 2 10d x 1-1/2 2 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- 10, F16
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 -- -- 10, F16
PHX35925 HWI49.25 x 3/10 3-9/16 9-1/4 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4230 -- -- 10, F16
PHXU35925 HWU3.56/9.25 x 7 3-5/8 9-1/4 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9
LBH35925 -- -- x 10 3-5/8 9-1/4 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1420 10, F16
HLBH35925 HGLTV3.56/9.25 x 7 3-5/8 9-1/4 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16
MPH410 WM410 -- 12 3-9/16 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
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, F10
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, F10
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
BPH3595 -- -- x 12 3-9/16 9-1/2 2-3/8 -- 2-1/4 10 16d 4 10d -- 3485 3510 3775 3485 3280 -- 815 10, F16
PH1795-2 -- -- x 12 3-5/8 9-1/2 2-1/2 6-1/2 3 2 16d 2 10d x 1-1/2 2705 2600 2600 2440 2435 1655 -- -- 10, F16
PHI3595 -- -- -- 10/12 3-9/16 9-1/2 2-1/2 6-1/2 3 2 10d x 1-1/2 2 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- 10, F16
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 -- -- 10, F16
PHX3595 HWI49.5 x 3/10 3-9/16 9-1/2 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4370 -- -- 10, F16
PHXU3595 HWU3.56/9.5 x 7 3-5/8 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9
LBH3595 GLTV3.59 x 10 3-5/8 9-1/2 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1420 10, F16
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
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, F11
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, F10
BPH35112 -- -- x 12 3-9/16 11-1/4 2-3/8 -- 2-1/4 10 16d 4 10d -- 3485 3510 3775 3485 3280 -- 815 10, F16
PHM35112 -- -- 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
PHX35112 HWI411.25 x 3/10 3-9/16 11-1/4 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4370 -- -- 10, F16
PHXU35112 HWU3.56/11.25 x 7 3-5/8 11-1/4 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9
LBH35112 GLTV3.56/11.25 x 10 3-5/8 11-1/4 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1420 10, F16
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
MPH412 WM412 -- 12 3-9/16 11-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO35115 -- -- -- 16 3-9/16 11-1/2 2-3/8 -- 2-1/2 10 10d 2 10d x 1-1/2 2050 2050 2050 2050 2050 1720 -- 265 5, F10
BPH35115 -- -- x 12 3-9/16 11-1/2 2-3/8 -- 2-1/4 10 16d 4 10d -- 3485 3510 3775 3485 3280 -- 815 10
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, F10
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
BPH35118 B3.56/11.88 x 12 3-9/16 11-7/8 2-3/8 -- 2-1/4 10 16d 4 10d -- 3485 3510 3775 3485 3280 -- 815 10, F16
PH17118-2 -- -- x 12 3-5/8 11-7/8 2-1/2 6-1/2 3 2 16d 2 10d x 1-1/2 2705 2600 2600 2440 2435 1655 -- -- 10, F16
PHI35118 -- -- -- 10/12 3-9/16 11-7/8 2-1/2 6-1/2 3 2 10d x 1-1/2 2 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- 10
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 -- -- 10, F16
PHX35118 HWI411.88 x 3/10 3-9/16 11-7/8 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4370 -- -- 10, F16
PHXU35118 HWU3.56/11.88 x 7 3-5/8 11-7/8 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9
LBH35118 GLTV3.511 x 10 3-5/8 11-7/8 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1420 10, F16
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
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, F11
THO35120 ITT412 -- 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, F10
BPH3512 -- -- x 12 3-9/16 12 3 -- 2-1/4 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 10, F16
PHI3512 -- -- -- 10/12 3-9/16 12 2-1/2 6-1/2 3 2 10d x 1-1/2 2 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- 10, F16
PHX3512 HWI412 x 3/10 3-9/16 12 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4370 -- -- 10, F16
LBH3512 GLTV3.512 x 10 3-5/8 12 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1420 10, F16
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
MPH3512 WMI412 -- 12 3-1/2 12 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
3-1/2 x 12-1/2 THO35125 -- -- -- 18 3-9/16 12-1/2 2-3/8 -- 2-3/8 10 10d 2 10d x 1-1/2 2050 2050 2050 2050 2050 1720 -- 265 5, F10
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, F10
Web
Stif
fene
r Req
d.
Header Joist Header Material
3-1/2 x 12
3-1/2 x 11-1/2
3-1/2 x 11-7/8
3-1/2 x 9-1/2
3-1/2 x 11-1/4
3-1/2 x 9-1/4
USP2141-091
1-800-328-5934 • www.USPconnectors.com 133
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®EWP Top Mount Hanger Charts continued
continued on next pageH
L
TF
W D
1-800-328-5934 • www.USPconnectors.com134
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®EWP Top Mount Hanger Charts continued
continued on next page
Dimensions Fastener Schedule2,3,4,8 100% Allowable Loads (Lbs.)1,5,7 DF-L / SP
Uplift6
Joist Size
USPStock No. Ref. No. S
teel
Gau
ge
W H D L TF Qty Type Qty Type DF-
L / S
P I-
Jois
t9
LVL
PSL
LSL
DF-
L / S
P
SPF
Mas
onry
160
% CodeRef.
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, F10
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 x 12 3-9/16 14 3 -- 2-1/4 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 10, F16
PHI3514 -- -- -- 10/12 3-9/16 14 2-1/2 6-1/2 3 2 10d x 1-1/2 2 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- 10, F16
PHM3514 WPI414 x 7/10 3-5/8 14 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10, F16
PHX3514 HWI414 x 3/10 3-9/16 14 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4370 -- -- 10, F16
PHXU3514 HWU3.56/14 x 7 3-5/8 14 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9
LBH3514 GLTV3.514 x 10 3-5/8 14 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1420 10, F16
HLBH3514 HGLTV3.514 x 7 3-5/8 14 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16
MPH3514 WMI414 -- 12 3-1/2 14 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO35160 -- -- -- 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, F10
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 x 12 3-9/16 16 3 -- 2-1/4 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 10, F16
PHI3516 -- -- -- 10/12 3-9/16 16 2-1/2 6-1/2 3 2 10d x 1-1/2 2 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- 10, F16
PHM3516 WPI416 x 7/10 3-5/8 16 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10, F16
PHX3516 HWI416 x 3/10 3-9/16 16 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4370 -- -- 10, F16
PHXU3516 HWU3.56/16 x 7 3-5/8 16 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9
LBH3516 GLTV3.516 x 10 3-5/8 16 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1420 10, F16
HLBH3516 HGLTV3.516 x 7 3-5/8 16 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16
MPH3516 WMI416 -- 12 3-1/2 16 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO35180 -- -- x 18 3-9/16 18 2-3/8 -- 2-1/2 14 10d 2 10d x 1-1/2 2685 2685 2685 2685 2685 2255 -- 265 5, F10
TFI418 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 -- -- x 12 3-9/16 18 3 -- 2-1/4 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 10, F16
PHI3518 -- -- x 10/12 3-9/16 18 2-1/2 6-1/2 3 2 10d x 1-1/2 2 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- 10, F16
PHM3518 WPI418 x 7/10 3-5/8 18 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10, F16
PHX3518 HWI418 x 3/10 3-9/16 18 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4370 -- -- 10, F16
PHXU3518 HWU3.56/18 x 7 3-5/8 18 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9
LBH3518 GLTV3.518 x 10 3-5/8 18 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1420 10, F16
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
MPH3518 WMI418 x 12 3-1/2 18 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO35200 -- -- x 18 3-9/16 20 2-3/8 -- 2-1/2 14 10d 2 10d x 1-1/2 2685 2685 2685 2685 2685 2255 -- 265 5, F10
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 -- -- x 12 3-9/16 20 3 -- 2-1/4 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 10
PHI3520 -- -- x 10/12 3-9/16 20 2-1/2 6-1/2 3 2 10d x 1-1/2 2 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- 10, F16
PHM3520 WPI420 x 7/10 3-5/8 20 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10, F16
PHX3520 HWI420 x 3/10 3-9/16 20 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4370 -- -- 10, F16
PHXU3520 HWU3.56/20 x 7 3-5/8 20 3-1/4 10 2-1/2 8 16d 6 10d -- 6650 5785 6420 5285 3590 -- 1290 8, F14, R9
HLBH3520 HGLTV3.520 x 7 3-5/8 20 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16
MPH3520 WMI420 x 12 3-1/2 20 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
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 -- -- x 12 3-9/16 22 3 -- 2-1/4 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 10
PHI3522 -- -- x 10/12 3-9/16 22 2-1/2 6-1/2 3 2 10d x 1-1/2 2 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- 10, F16
PHM3522 WPI422 x 7/10 3-5/8 22 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10, F16
PHX3522 HWI422 x 3/10 3-9/16 22 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4370 -- -- 10, F16
HLBH3522 -- -- x 7 3-5/8 22 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16
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 red.
Web
Stif
fene
r Req
d.
Header Joist Header Material
3-1/2 x 20
3-1/2 x 22
3-1/2 x 16
3-1/2 x 18
3-1/2 x 14
H
L
TF
W D
USP2141-091
1-800-328-5934 • www.USPconnectors.com 135
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®EWP Top Mount Hanger Charts continued
Dimensions Fastener Schedule2,3,4,8 100% Allowable Loads (Lbs.)1,5,7 DF-L / SP
Uplift6
Joist Size
USPStock No. Ref. No. S
teel
Gau
ge
W H D L TF Qty Type Qty Type DF-
L / S
P I-
Jois
t9
LVL
PSL
LSL
DF-
L / S
P
SPF
Mas
onry
160
% CodeRef.
TFI424 HIT424 -- 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 3 -- 2-1/4 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 10
PHI3524 -- -- x 10/12 3-9/16 24 2-1/2 6-1/2 3 2 10d x 1-1/2 2 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- 10, F16
PHM3524 WPI424 x 7/10 3-5/8 24 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10, F16
PHX3524 HWI424 x 3/10 3-9/16 24 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4370 -- -- 10, F16
LBH3524 -- -- x 10 3-5/8 24 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1420 10, F16
HLBH3524 -- -- x 7 3-5/8 24 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16
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 -- -- x 12 3-9/16 26 3 -- 2-1/4 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 10
PHM3526 WPI426 x 7/10 3-5/8 26 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10, F16
PHX3526 HWI426 x 3/10 3-9/16 26 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4370 -- -- 10, F16
HLBH3526 -- -- x 7 3-5/8 26 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16
BPH3528 -- -- x 12 3-9/16 28 3 -- 2-1/4 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 10
PHM3528 WPI428 x 7/10 3-5/8 28 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10, F16
PHX3528 HWI428 x 3/10 3-9/16 28 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4370 -- -- 10, F16
HLBH3528 -- -- x 7 3-5/8 28 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16
BPH3530 -- -- x 12 3-9/16 30 3 -- 2-1/4 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 10
PHM3530 WPI430 x 7/10 3-5/8 30 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10, F16
PHX3530 HWI430 x 3/10 3-9/16 30 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4370 -- -- 10, F16
HLBH3530 -- -- x 7 3-5/8 30 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1420 10, F16
BPH3532 -- -- x 12 3-9/16 32 3 -- 2-1/4 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1140 10
PHM3532 WPI432 x 7/10 3-5/8 32 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10, F16
PHX3532 HWI432 x 3/10 3-9/16 32 2-1/2 10 3 4 16d 2 10d -- 6015 5350 5755 5210 4370 -- -- 10, F16
THO20950-2 LBV4.12/9.5, LBV4.28/9.5
x 16 4-3/16 9-1/2 3 -- 2 10 16d 6 10d 2630 2330 2665 2665 2665 2240 -- 1115 5
PHM4295 -- -- x 7/10 4-3/16 9-1/2 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10
THO20118-2 LBV4.12/11.88, LBV4.28/11.88
x 16 4-3/16 11-7/8 3 -- 2 10 16d 6 10d 2630 2330 2700 2700 2700 2270 -- 1115 5
PHM42118 -- -- x 7/10 4-3/16 11-7/8 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10
THO20140-2 LBV4.12/14, LBV4.28/14
x 12 4-3/16 14 3 -- 1-15/16 10 16d 6 10d 2630 2330 3700 3700 3700 2765 -- 1175 5
PHM4214 -- -- x 7/10 4-3/16 14 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10
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
PHM4216 -- -- x 7/10 4-3/16 16 2-1/2 7 3 2 16d 2 10d -- 3745 3570 3080 3255 3255 -- -- 10
THO23925-2 -- -- x 12 4-3/4 9-1/4 3 -- 2-1/16 10 16d 6 10d 2630 3535 3665 3665 3665 2775 -- 1175 5, F10
PHM23925-2 -- -- x 7/10 4-3/4 9-1/4 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 10, F16
MPH23925-2 -- -- x 12 4-5/8 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO23950-2 -- -- x 12 4-3/4 9-1/2 3 -- 2 10 16d 6 10d 2630 3535 3635 3635 3665 2675 -- 1175 5, F10
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
MPH2395-2 -- -- x 12 4-5/8 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO23112-2 -- -- x 12 4-3/4 11-1/4 3 -- 2-1/8 10 16d 6 10d 2630 3535 3665 3665 3665 3005 -- 1175 5, F10
PHM23112-2 -- -- x 7/10 4-3/4 11-1/4 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 10, F16
THO23118-2 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 -- 1175 5, F10
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
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, F11
4-1/2 - 4-5/8 x 12 THO23120-2 -- -- x 12 4-3/4 12 3 -- 2-1/8 10 16d 6 10d 2630 3535 3665 3665 3665 3005 -- 1175 5, F10
THO23140-2 MIT3514-2 x 12 4-3/4 14 3 -- 2-1/8 12 16d 6 10d 2630 3535 4405 4405 4450 3265 -- 1175 5, F10
PHM2314-2 WP3514-2 x 7/10 4-3/4 14 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 10, F16
PHX2314-2 -- -- x 3/10 4-3/4 14 2-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
MPH2314-2 WM3514-2 x 12 4-5/8 14 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO23160-2 -- -- x 12 4-3/4 16 3 -- 2-1/8 12 16d 6 10d 2630 3535 4405 4405 4450 3265 -- 1175 5, F10
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
PHX2316-2 -- -- x 3/10 4-3/4 16 2-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
MPH2316-2 WM3516-2 x 12 4-5/8 16 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO23180-2 -- -- x 12 4-3/4 18 3 -- 2-1/8 14 16d 6 10d 2630 3535 4685 4685 4770 3520 -- 1175 5, F10
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
PHX2318-2 -- -- x 3/10 4-3/4 18 2-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
MPH2318-2 WM3518-2 x 12 4-5/8 18 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
Web
Stif
fene
r Req
d.
Header Joist Header Material
4-1/2 - 4-5/8 x 16
4-1/2 - 4-5/8 x 18
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 9-1/2
4-1/2 - 4-5/8 x 11-1/4
4 - 4-3/16 x 16
4-1/2 - 4-5/8 x 9-1/4
4 - 4-3/16 x 11-7/8
4 - 4-3/16 x 14
3-1/2 x 32
4 - 4-3/16 x 9-1/2
3-1/2 x 28
3-1/2 x 30
3-1/2 x 24
3-1/2 x 26
continued on next page
1-800-328-5934 • www.USPconnectors.com136
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®EWP Top Mount Hanger Charts continued
Dimensions Fastener Schedule2,3,4,8
100% Allowable Loads (Lbs.)1,5,7
DF-L / SP
Uplift6
Joist SizeUSP
Stock No. Ref. No. Ste
el G
auge
W H D L TF Qty Type Qty Type DF-
L / S
P I-
Jois
t9
LVL
PSL
LSL
DF-
L / S
P
SPF
Mas
onry
160
% CodeRef.
THO23200-2 -- -- x 12 4-3/4 20 3 -- 2-1/8 14 16d 6 10d 2630 3535 4685 4685 4770 3520 -- 1175 5, F10
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
PHX2320-2 -- -- x 3/10 4-3/4 20 2-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
MPH2320-2 WM3520-2 x 12 4-5/8 20 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO25925-2 -- -- x 12 5-1/8 9-1/4 3 -- 2-11/16 10 16d 6 10d 2630 3535 3665 3665 3665 3080 -- 1175 5, F10
MPH25925-2 -- -- x 12 5 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO25950-2 MIT39.5-2 x 12 5-1/8 9-1/2 3 -- 2-1/8 10 16d 6 10d 2630 3535 3665 3665 3665 2710 -- 1175 5, F10
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
MPH2595-2 -- -- x 12 5 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO25112-2 -- -- x 12 5-1/8 11-1/4 3 -- 2-1/8 10 16d 6 10d 2630 3535 3665 3665 3665 3005 -- 1175 5, F10
MPH25112-2 -- -- x 12 5 11-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO25118-2 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, F10
PHM25118-2 WPI311.88-2 x 7/10 5-1/8 11-7/8 2-1/2 7 3 2 16d 2 10d -- 3745 3255 2965 3255 3255 -- -- 10, F16
MPH25118-2 -- -- x 12 5 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO25140-2 MIT314-2 x 12 5-1/8 14 3 -- 2-1/8 12 16d 6 10d 2630 3535 4405 4405 4450 3265 -- 1175 5, F10
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
PHX2514-2 -- -- x 3/10 5-1/8 14 2-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
MPH2514-2 -- -- x 12 5 14 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO25160-2 -- -- x 12 5-1/8 16 3 -- 2-1/8 12 16d 6 10d 2630 3535 4405 4405 4450 3265 -- 1175 5, F10
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
PHX2516-2 -- -- x 3/10 5-1/8 16 2-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
MPH2516-2 -- -- x 12 5 16 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO25180-2 -- -- x 12 5-1/8 18 3 -- 2-1/8 14 16d 6 10d 2630 3535 4685 4685 4770 3520 -- 1175 5, F10
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
PHX2518-2 -- -- x 3/10 5-1/8 18 2-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
MPH2518-2 -- -- x 12 5 18 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO25200-2 -- -- x 12 5-1/8 20 3 -- 2-1/8 14 16d 6 10d 2630 3535 4685 4685 4770 3520 -- 1175 5, F10
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
PHX2520-2 -- -- x 3/10 5-1/8 20 2-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
MPH2520-2 -- -- x 12 5 20 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
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
PHX2522-2 -- -- x 3/10 5-1/8 22 2-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
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
PHX2524-2 -- -- x 3/10 5-1/8 24 2-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
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
PHX2526-2 -- -- x 3/10 5-1/8 26 2-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
5 x 28 PHX2528-2 -- -- x 3/10 5-1/8 28 2-1/2 10 3 4 16d 2 10d -- 6015 5255 5755 5210 4370 -- -- 10, F16
BPH52925 -- -- x 12 5-3/8 9-1/4 3 -- 2 10 16d 4 10d -- 3495 3515 3775 3495 3280 -- 815 10, F16
PHX52925 -- -- x 3/10 5-3/8 9-1/4 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU55925 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
PHXU52925 -- -- x 7 5-3/8 9-1/4 3-1/4 11-3/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
LBH52925 -- -- x 10 5-3/8 9-1/4 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1605 10, F16
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
MPH55925 -- -- x 12 5-5/8 9-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
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 red.
Web
Stif
fene
r Req
d.
Header Joist Header Material
5-1/4 x 9-1/4
5 x 24
5 x 26
5 x 20
5 x 22
5 x 16
5 x 18
5 x 11-7/8
5 x 14
5 x 9-1/2
5 x 11-1/4
4-1/2 - 4-5/8 x 20
5 x 9-1/4
continued on next page
H
L
TF
W D
USP2141-091
1-800-328-5934 • www.USPconnectors.com 137
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®EWP Top Mount Hanger Charts continued
Dimensions Fastener Schedule2,3,4,8 100% Allowable Loads (Lbs.)1,5,7 DF-L / SP
Uplift6
Joist Size
USPStock No. Ref. No. S
teel
Gau
ge
W H D L TF Qty Type Qty Type DF-
L / S
P I-
Jois
t9
LVL
PSL
LSL
DF-
L / S
P
SPF
Mas
onry
160
% CodeRef.
THO26950-2 -- -- x 12 5-3/8 9-1/2 3 -- 2-3/8 10 16d 6 10d 2630 3535 3665 3665 3665 3025 -- 1175 5, F10
BPH5595 -- -- x 12 5-9/16 9-1/2 2-3/8 -- 2-1/5 10 16d 4 10d -- 3450 3510 3775 3450 3280 -- 815 10, F16
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
PHX5295 -- -- x 3/10 5-3/8 9-1/2 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHX5595 -- -- x 3/10 5-5/8 9-1/2 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU5295 -- -- x 7 5-3/8 9-1/2 3-1/4 11-3/8 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
PHXU5595 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
LBH5295 -- -- x 10 5-3/8 9-1/2 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1605 10, F16
LBH5595 GLTV5.59 x 10 5-9/16 9-1/2 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1605 10
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
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, F11
THO26112-2 -- -- x 12 5-3/8 11-1/4 3 -- 2-1/8 10 16d 6 10d 2630 3535 3665 3665 3665 3005 -- 1175 5, F10
PHX52112 -- -- x 3/10 5-3/8 11-1/4 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU55112 HWU5.50/11.25 x 7 5-1/2 11-1/4 3-1/4 11-1/2 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
PHXU52112 -- -- x 7 5-3/8 11-1/4 3-1/4 11-3/8 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
MPH55112 -- -- x 12 5-5/8 11-1/4 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO26118-2 -- -- x 12 5-3/8 11-7/8 3 -- 2-1/8 10 16d 6 10d 2630 3535 3665 3665 3665 3005 -- 1175 5, F10
BPH55118 -- -- x 12 5-9/16 11-7/8 3 -- 2 10 16d 6 10d -- 3430 3510 3775 3430 3280 -- 1220 10, F16
PHM52118 -- -- x 7/10 5-3/8 11-7/8 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
PHM55118 WP5.50/11.88 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
PHX52118 -- -- x 3/10 5-3/8 11-7/8 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHX55118 -- -- x 3/10 5-5/8 11-7/8 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU52118 -- -- x 7 5-3/8 11-7/8 3-1/4 11-3/8 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
PHXU55118 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
LBH52118 -- -- x 10 5-3/8 11-7/8 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1605 10, F16
LBH55118 GLTV5.511 x 10 5-9/16 11-7/8 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1605 10
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
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, F11
PHM5212 -- -- x 7/10 5-3/8 12 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
PHX5212 -- -- x 3/10 5-3/8 12 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU5512 HWU5.50/12 x 7 5-1/2 12 3-1/4 11-1/2 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
LBH5212 -- -- x 10 5-3/8 12 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1605 10, F16
HLBH5512 HGLTV5.512 x 7 5-9/16 12 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 10
MPH5512 WM5.50/12 x 12 5-5/8 12 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO26140-2 -- -- x 12 5-3/8 14 3 -- 2-1/8 12 16d 6 10d 2630 3535 4405 4405 4450 3265 -- 1175 5, F10
BPH5514 -- -- x 12 5-9/16 14 2-3/8 -- 2-1/5 10 16d 4 10d -- 3430 3510 3775 3430 3280 -- 1220 10, F16
PHM5514 WP5.50/14 x 7/10 5-5/8 14 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
PHM5214 -- -- x 7/10 5-3/8 14 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
PHX5514 -- -- x 3/10 5-5/8 14 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHX5214 -- -- x 3/10 5-3/8 14 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU5514 HWU5.50/14 x 7 5-1/2 14 3-1/4 11-1/2 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
PHXU5214 -- -- x 7 5-3/8 14 3-1/4 11-3/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
LBH5514 GLTV5.514 x 10 5-9/16 14 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1605 10
LBH5214 -- -- x 10 5-3/8 14 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1605 10, F16
HLBH5514 HGLTV5.514 x 7 5-9/16 14 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 10
MPH5514 WM5.50/14 x 12 5-5/8 14 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
Web
Stif
fene
r Req
d.
Header Joist Header Material
5-1/4 x 11-1/4
5-1/4 x 12
5-1/4 x 14
5-1/4 x 11-7/8
5-1/4 x 9-1/2
continued on next page
1-800-328-5934 • www.USPconnectors.com138
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®EWP Top Mount Hanger Charts continued
continued on next page
Dimensions Fastener Schedule2,3,4,8 100% Allowable Loads (Lbs.)1,5,7 DF-L / SP
Uplift6
Joist Size
USPStock No. Ref. No. S
teel
Gau
ge
W H D L TF Qty Type Qty Type DF-
L / S
P I-
Jois
t9
LVL
PSL
LSL
DF-
L / S
P
SPF
Mas
onry
160
% CodeRef.
THO26160-2 -- -- x 12 5-3/8 16 3 -- 2-1/8 12 16d 6 10d 2630 3535 4405 4405 4450 3265 -- 1175 5, F10
BPH5516 -- -- x 12 5-9/16 16 2-3/8 -- 2-1/5 10 16d 4 10d -- 3430 3510 3775 3430 3280 -- 1220 10, F16
PHM5516 WP5.50/16 x 7/10 5-5/8 16 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
PHM5216 -- -- x 7/10 5-3/8 16 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
PHX5216 -- -- x 3/10 5-3/8 16 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU5516 HWU5.50/16 x 7 5-1/2 16 3-1/4 11-1/2 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
PHXU5216 -- -- x 7 5-3/8 16 3-1/4 11-3/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
LBH5516 GLTV5.516 x 10 5-9/16 16 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1605 10
LBH5216 -- -- x 10 5-3/8 16 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1605 10, F16
HLBH5516 HGLTV5.516 x 7 5-9/16 16 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 10
MPH5516 WM5.50/16 x 12 5-5/8 16 2-1/2 7 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
THO26180-2 -- -- x 12 5-3/8 18 3 -- 2-1/8 14 16d 6 10d 2630 3535 4685 4685 4770 3520 -- 1175 5, F10
BPH5518 -- -- x 12 5-9/16 18 2-3/8 -- 2-1/5 10 16d 4 10d -- 3430 3510 3775 3430 3280 -- 1220 10, F16
PHM5518 WP5.50/18 x 7/10 5-5/8 18 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
PHM5218 -- -- x 7/10 5-3/8 18 2-1/2 7 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
PHX5518 HW5.50/18 x 3/10 5-5/8 18 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHX5218 -- -- x 3/10 5-3/8 18 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU5518 HWU5.50/18 x 7 5-1/2 18 3-1/4 11-1/2 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
PHXU5218 -- -- x 7 5-3/8 18 3-1/4 11-3/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
LBH5518 GLTV5.518 x 10 5-9/16 18 4 10-3/4 3-1/8 9 NA16D-RS 6 16d -- 6500 6880 6010 6400 6400 -- 1605 10
HLBH5518 HGLTV5.518 x 7 5-9/16 18 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 10
PHXU5520 HWU5.50/20 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
PHXU5220 -- -- x 7 5-3/8 20 3-1/4 11-3/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
HLBH5520 HGLTV5.520 x 7 5-9/16 20 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 10
PHXU5224 -- -- x 7 5-3/8 24 3-1/4 11-3/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
HLBH5524 -- -- x 7 5-9/16 24 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10565 9600 9600 8915 -- 1605 10
7 x 7-1/4 PHXU71725 HWU7.12/7.25 x 7 7-1/8 7-1/4 3-1/4 13-1/8 2-1/2 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 130
BPH71925 -- -- x 12 7-1/8 9-1/4 2-3/8 -- 2-1/2 10 16d 6 10d -- 3485 3510 3775 3485 3280 -- 1220 10, F16
PHM35925-2 WPI49.25-2 x 7/10 7-1/8 9-1/4 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
PHX35925-2 HWI49.25-2 x 3/10 7-1/8 9-1/4 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU71925 HWU7.12/9.25 x 7 7-1/8 9-1/4 3-1/4 13-1/8 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
LBH71925 -- -- x 10 7-1/8 9-1/4 4 12 3-1/8 9 NA16D-RS 6 16d -- 6500 6980 6010 6400 6400 -- 1605 10, F16
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
MPH35925-2 WMI49.25-2 x 12 7-1/8 9-1/4 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
BPH7195 -- -- x 12 7-1/8 9-1/2 2-3/8 -- 2-1/2 10 16d 6 10d -- 3485 3510 3775 3485 3280 -- 1220 10, F16
PHM3595-2 WPI49.5-2 x 7/10 7-1/8 9-1/2 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
PHX3595-2 HWI49.5-2 x 3/10 7-1/8 9-1/2 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU7195 HWU7.12/9.5 x 7 7-1/8 9-1/2 3-1/4 13-1/8 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
LBH7195 GLTV49.5-2 x 10 7-1/8 9-1/2 4 12 3-1/8 9 NA16D-RS 6 16d -- 6500 6980 6010 6400 6400 -- 1605 10, F16
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
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, F11
BPH71112 -- -- x 12 7-1/8 11-1/4 3 -- 2-1/4 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220 10, F16
PHM35112-2 WPI411.25-2 x 7/10 7-1/8 11-1/4 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
PHX35112-2 HWI411.25-2 x 3/10 7-1/8 11-1/4 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU71112 HWU7.12/11.25 x 7 7-1/8 11-1/4 3-1/4 13-1/8 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
LBH71112 GLTV411.25-2 x 10 7-1/8 11-1/4 4 12 3-1/8 9 NA16D-RS 6 16d -- 6500 6980 6010 6400 6400 -- 1605 10, F16
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
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, F11
BPH71118 B7.12/11.88 x 12 7-1/8 11-7/8 3 -- 2-1/4 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220 10, F16
PHM35118-2 WPI411.88-2 x 7/10 7-1/8 11-7/8 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
PHX35118-2 HWI411.88-2 x 3/10 7-1/8 11-7/8 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU71118 HWU7.12/11.88 x 7 7-1/8 11-7/8 3-1/4 13-1/8 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
LBH71118 GLTV411.88-2 x 10 7-1/8 11-7/8 4 12 3-1/8 9 NA16D-RS 6 16d -- 6500 6980 6010 6400 6400 -- 1605 10, F16
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
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, F11
5-1/4 x 16
5-1/4 x 18
5-1/4 x 20
5-1/4 x 24
7 x 9-1/4
7 x 9-1/2
7 x 11-1/4
7 x 11-7/8
Web
Stif
fene
r Req
d.
Header Joist Header Material
USP2141-091
1-800-328-5934 • www.USPconnectors.com 139
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®EWP Top Mount Hanger Charts continued
Dimensions Fastener Schedule2,3,4,8 100% Allowable Loads (Lbs.)1,5,7 DF-L / SP
Uplift6
Joist Size
USPStock No. Ref. No. S
teel
Gau
ge
W H D L TF Qty Type Qty Type DF-
L / S
P I-
Jois
t9
LVL
PSL
LSL
DF-
L / S
P
SPF
Mas
onry
160
% CodeRef.
BPH7112 -- -- x 12 7-1/8 12 3 -- 2-1/4 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220 10, F16
PHM3512-2 -- -- x 7/10 7-1/8 12 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
BPH7114 B7.12/14 x 12 7-1/8 14 3 -- 2 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220 10, F16
PHM3514-2 WPI414-2 x 7/10 7-1/8 14 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
PHX3514-2 HWI414-2 x 3/10 7-1/8 14 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU7114 HWU7.12/14 x 7 7-1/8 14 3-1/4 13-1/8 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
LBH7114 GLTV414-2 x 10 7-1/8 14 4 12 3-1/8 9 NA16D-RS 6 16d -- 6500 6980 6010 6400 6400 -- 1605 10, F16
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
MPH3514-2 WMI414-2 x 12 7-1/8 14 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
BPH7116 B7.12/16 x 12 7-1/8 16 3 -- 2-1/4 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220 10, F16
PHM3516-2 WPI416-2 x 7/10 7-1/8 16 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10, F16
PHX3516-2 HWI416-2 x 3/10 7-1/8 16 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU7116 HWU7.12/16 x 7 7-1/8 16 3-1/4 13-1/8 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
LBH7116 GLTV416-2 x 10 7-1/8 16 4 12 3-1/8 9 NA16D-RS 6 16d -- 6500 6980 6010 6400 6400 -- 1605 10, F16
HLBH7116 HGLTV416-2 x 7 7-1/8 16 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16
MPH3516-2 WMI416-2 x 12 7-1/8 16 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
BPH7118 B7.12/18 x 12 7-1/8 18 3 -- 2-1/4 10 16d 6 10d -- 3455 3515 3775 3455 3280 -- 1220 10, F16
PHM3518-2 -- -- x 7/10 7-1/8 18 2-1/2 10 3 2 16d 2 10d -- 3745 3665 3080 3390 3390 -- -- 10
PHX3518-2 HWI418-2 x 3/10 7-1/8 18 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU7118 HWU7.12/18 x 7 7-1/8 18 3-1/4 13-1/8 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
LBH7118 GLTV418-2 x 10 7-1/8 18 4 12 3-1/8 9 NA16D-RS 6 16d -- 6500 6980 6010 6400 6400 -- 1605 10, F16
HLBH7118 HGLTV418-2 x 7 7-1/8 18 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16
MPH3518-2 WMI418-2 x 12 7-1/8 18 2-1/2 8 3-3/4 2 16d duplex 2 10d -- -- -- -- -- -- 4280 -- 5, F11
BPH7120 B7.12/20 x 12 7-1/8 20 3 -- 2-1/2 10 16d 6 10d -- 3455 3510 3775 3455 3280 -- 1220 10
PHX7120 HWI420-2 x 3/10 7-1/8 20 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
PHXU7120 HWU7.12/20 x 7 7-1/8 20 3-1/4 13-1/8 3 8 16d 6 10d -- 6650 5785 6650 5285 3590 -- 1290 8, F14, R9
LBH7120 GLTV420-2 x 10 7-1/8 20 4 12 3-1/8 9 NA16D-RS 6 16d -- 6500 6980 6010 6400 6400 -- 1605 10, F16
HLBH7120 HGLTV420-2 x 7 7-1/8 20 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16
BPH7122 B7.12/22 x 12 7-1/8 22 3 -- 2-1/2 10 16d 6 10d -- 3455 3510 3775 3455 3280 -- 1220 10
PHX7122 HWI422-2 x 3/10 7-1/8 22 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
LBH7122 GLTV422-2 x 10 7-1/8 22 4 12 3 9 NA16D-RS 6 16d -- 6500 6980 6010 6400 6400 -- 1605 10, F16
HLBH7122 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
BPH7124 B7.12/24 x 12 7-1/8 24 3 -- 2-1/2 10 16d 6 10d -- 3455 3510 3775 3455 3280 -- 1220 10
PHX7124 HWI424-2 x 3/10 7-1/8 24 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
LBH7124 GLTV424-2 x 10 7-1/8 24 4 12 3 9 NA16D-RS 6 16d -- 6500 6980 6010 6400 6400 -- 1605 10, F16
HLBH7124 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
PHX7126 HWI426-2 x 3/10 7-1/8 26 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
LBH7126 GLTV426-2 x 10 7-1/8 26 4 12 3 9 NA16D-RS 6 16d -- 6500 6980 6010 6400 6400 -- 1605 10, F16
HLBH7126 HGLTV426-2 x 7 7-1/8 26 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16
PHX7128 HWI428-2 x 3/10 7-1/8 28 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
LBH7128 GLTV428-2 x 10 7-1/8 28 4 12 3 9 NA16D-RS 6 16d -- 6500 6980 6010 6400 6400 -- 1605 10, F16
HLBH7128 HGLTV428-2 x 7 7-1/8 28 6 12 3-1/8 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10, F16
PHX7130 HWI430-2 x 3/10 7-1/8 30 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
LBH7130 GLTV430-2 x 10 7-1/8 30 4 12 3 9 NA16D-RS 6 16d -- 6500 6980 6010 6400 6400 -- 1605 10, F16
HLBH7130 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
PHX7132 HWI432-2 x 3/10 7-1/8 32 2-1/2 10 3 4 16d 2 10d -- 6015 5375 5755 5045 4230 -- -- 10, F16
HLBH7132 HGLTV432-2 x 7 7-1/8 32 6 12 3 15 NA16D-RS 6 16d -- 10620 10370 9600 9600 8915 -- 1605 10 7 x 32
7 x 12
7 x 14
7 x 16
7 x 18
7 x 20
7 x 22
7 x 24
7 x 26
7 x 28
7 x 30
Web
Stif
fene
r Req
d.
Header Joist Header Material
H
L
TF
W D
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com140
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Floor Uplift Floor Uplift
Rafter Width Ref. No. W L Plate Rafter 100% 115% 125% 160% 100% 115% 125% 160%
1-1/2 TMP2 -- -- 18 1-9/16 5-9/16 (6) 10d (4) 10d x 1-1/2 990 990 990 220 990 990 990 220 5, F10. R5
1-3/4 TMP175 -- -- 18 1-13/16 5-9/16 (6) 10d (4) 10d x 1-1/2 1150 1150 1150 220 1150 1150 1150 220 5, F10. R5 2 or 2-1/8 TMP21 -- -- 18 2-1/8 6-3/8 (6) 10d (4) 10d x 1-1/2 1290 1290 1290 220 1290 1290 1290 220 5
2-5/16 TMP23 -- -- 18 2-3/8 6-3/8 (6) 10d (4) 10d x 1-1/2 1970 1970 1970 220 1970 1970 1970 220 5, F10. R5 2-1/2 or 2-5/8 TMP25 -- -- 18 2-11/16 6-3/8 (6) 10d (4) 10d x 1-1/2 1970 1970 1970 220 1970 1970 1970 220 5, F10. R5
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 5, F10. R5
3-1/2 TMP4 -- -- 18 3-9/16 7-5/16 (6) 10d (4) 10d x 1-1/2 1970 1970 1970 220 1970 1970 1970 220 5, F10. R5
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.
Allowable Loads (Lbs.) 1Dimensions Fastener Schedule2,3
Roof
DF-L / SP S-P-F
USPStock No.
SteelGauge
Roof CodeRef.
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 -- -- 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 10, F16
1-3/4 TMPH175 -- -- 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 10, F16 2 or 2-1/8 TMPH21 -- -- 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 10
2-5/16 TMPH23 -- -- 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 10, F16
2-1/2 or 2-5/8 TMPH25 -- -- 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 10 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 10, F16
3-1/2 TMPH4 -- -- 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 10, F16
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. New products or updated product information are designated in red.
CodeRef.
Allowable Loads (Lbs.) 1
According to PitchUSPStock No.
Dimensions Fastener Schedule2,3
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
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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
USP2141-091
Slope/Skew Hangers – LSSH seriesE
WP
Han
gers
1-800-328-5934 • www.USPconnectors.com 141
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
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
Options: LSSH210 and LSSH31 are availablein Triple Zinc. To order, add TZ tostock number, as in LSSH210-TZ.LSSH15 and LSSH210 are availablein Stainless steel. To order, add SS tostock number, as in LSSH15-SS.
Codes: ESR-1781, FL816
Installation:• Use all specified fasteners. See Product Notes, page 10.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. New products or updated product information are designated in red.
CodeRef.
5,F11,R6
5,F11,R6
SLOPED ONLY HANGERS
SKEWED HANGERS or SLOPED & SKEWED HANGERS
USPStock No.
SteelGauge
Roof Roof
Dimensions Fastener Schedule2,3
DF-L / SP S-P-F
Allowable Loads (Lbs.)
Header RafterTop 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 -- -- 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 10, F16
1-3/4 TMPH175 -- -- 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 10, F16 2 or 2-1/8 TMPH21 -- -- 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 10
2-5/16 TMPH23 -- -- 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 10, F16
2-1/2 or 2-5/8 TMPH25 -- -- 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 10 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 10, F16
3-1/2 TMPH4 -- -- 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 10, F16
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. New products or updated product information are designated in red.
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com142
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
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 NA25 4 NA25 2190 2520 2740 1400
3-1/8 x 7-1/2 GHF31750 -- -- 12 3-3/16 7-3/8 2-3/8 12 NA25 4 NA25 2630 3020 3285 1400 3-1/8 x 9 GHF31900 -- -- 12 3-3/16 8-7/8 2-3/8 16 NA25 5 NA25 3505 4030 4380 1750
3-1/8 x 10-1/2 GHF31105 -- -- 12 3-3/16 10-3/8 2-3/8 20 NA25 6 NA25 4380 5035 5475 2100
3-1/8 x 12 GHF31120 -- -- 12 3-3/16 11-7/8 2-3/8 22 NA25 6 NA25 4820 5540 5800 2100 3-1/8 x 13-1/2 GHF31135 -- -- 12 3-3/16 13-3/8 2-3/4 24 NA25 6 NA25 5255 5665 5800 2100
3-1/8 x 15 GHF31150 -- -- 12 3-3/16 14-7/8 2-3/4 26 NA25 7 NA25 5695 6550 6730 2455 3-1/8 x 16-1/2 GHF31165 -- -- 12 3-3/16 16-3/8 2-3/4 28 NA25 9 NA25 6130 7050 7275 3155
3-1/8 x 18 GHF31178 -- -- 12 3-3/16 17-3/4 2-3/4 30 NA25 11 NA25 6570 7555 7825 3855
3-1/4 x 9 GHF32900 -- -- 12 3-5/16 8-7/8 2-3/8 16 NA25 5 NA25 3505 4030 4380 1750 3-1/4 x 12 GHF32120 -- -- 12 3-5/16 11-7/8 2-3/8 22 NA25 6 NA25 4820 5540 5800 2100
5-1/8 x 6 GHF51600 -- -- 12 5-3/16 5-7/8 2-3/8 10 NA25 4 NA25 2190 2520 2740 1400 5-1/8 x 7-1/2 GHF51750 -- -- 12 5-3/16 7-3/8 2-3/8 14 NA25 4 NA25 3065 3525 3835 1400
5-1/8 x 9 GHF51900 -- -- 12 5-3/16 8-7/8 2-3/8 18 NA25 5 NA25 3940 4535 4930 1750
5-1/8 x 10-1/2 GHF51105 -- -- 12 5-3/16 10-3/8 2-3/8 22 NA25 6 NA25 4820 5540 6025 2100 5-1/8 x 12 GHF51120 -- -- 12 5-3/16 11-7/8 2-3/8 24 NA25 6 NA25 5255 6045 6570 2100
5-1/8 x 13-1/2 GHF51135 -- -- 7 5-3/16 13-3/8 2-3/8 26 NA25 6 NA25 6500 7475 8125 2400 5-1/8 x 15 GHF51150 -- -- 7 5-3/16 14-7/8 2-3/4 28 NA25 7 NA25 7000 8050 8750 2800
5-1/8 x 16-1/2 GHF51165 -- -- 7 5-3/16 16-3/8 2-3/4 30 NA25 7 NA25 7500 8625 9375 2800
5-1/8 x 18 GHF51178 -- -- 7 5-3/16 17-3/4 2-3/4 32 NA25 8 NA25 8000 9200 10000 3200 5-1/8 x 19-1/2 GHF51192 -- -- 7 5-3/16 19-1/8 2-3/4 34 NA25 8 NA25 8500 9775 10395 3200
5-1/8 x 21 GHF51205 -- -- 7 5-3/16 20-3/8 2-3/4 36 NA25 9 NA25 9000 10350 10705 3600 5-1/8 x 22-1/2 GHF51220 -- -- 7 5-3/16 21-7/8 2-3/4 38 NA25 9 NA25 9500 10480 10705 3600
5-1/8 x 24 GHF51233 -- -- 7 5-3/16 23-1/4 2-3/4 40 NA25 11 NA25 10000 11055 11330 4400 5-1/4 x 9 GHF52900 -- -- 12 5-5/16 8-7/8 2-3/8 18 NA25 5 NA25 3940 4535 4930 1750
5-1/4 x 12 GHF52120 -- -- 12 5-5/16 11-7/8 2-3/8 24 NA25 6 NA25 5255 6045 6570 2100
6-3/4 x 6 GHF67600 -- -- 12 6-7/8 5-7/8 2-3/8 12 NA25 4 NA25 2630 3020 3285 1400 6-3/4 x 7-1/2 GHF67750 -- -- 12 6-7/8 7-3/8 2-3/8 16 NA25 5 NA25 3505 4030 4380 1750
6-3/4 x 9 GHF67900 -- -- 12 6-7/8 8-7/8 2-3/8 20 NA25 6 NA25 4380 5035 5475 2100 6-3/4 x 10-1/2 GHF67105 -- -- 12 6-7/8 10-3/8 2-3/8 24 NA25 8 NA25 5255 6045 6570 2805
6-3/4 x 12 GHF67120 -- -- 7 6-7/8 11-7/8 2-3/4 28 NA25 8 NA25 7000 8050 8750 3200
6-3/4 x 13-1/2 GHF67135 -- -- 7 6-7/8 13-3/8 2-3/4 30 NA25 8 NA25 7500 8625 9375 3200 6-3/4 x 15 GHF67150 -- -- 7 6-7/8 14-7/8 2-3/4 32 NA25 10 NA25 8000 9200 10000 4000
6-3/4 x 16-1/2 GHF67165 -- -- 7 6-7/8 16-3/8 2-3/4 34 NA25 10 NA25 8500 9775 10625 4000 6-3/4 x 18 GHF67180 -- -- 7 6-7/8 17-3/4 2-3/4 36 NA25 12 NA25 9000 10350 11250 4800
6-3/4 x 19-1/2 GHF67195 -- -- 7 6-7/8 19-1/8 3 40 NA25 14 NA25 10000 11500 12500 5600
6-3/4 x 21 GHF67210 -- -- 7 6-7/8 20-3/8 3 44 NA25 18 NA25 11000 12650 13000 7200 6-3/4 x 22-1/2 GHF67225 -- -- 7 6-7/8 21-7/8 3 46 NA25 20 NA25 11500 13000 13000 8000
6-3/4 x 24 GHF67240 -- -- 7 6-7/8 23-1/4 3 48 NA25 22 NA25 12000 13000 13000 8800
1) Allowable loads based on seat bearing calculated at 560 psi perpendicular to grain. 2) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with the hangers. Not for use with LSL, LVL, or PSL. 3) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.
GlulamSize
USPStock No.
SteelGauge
Dimensions
CodeRef.
130
Joist
Allowable Loads (Lbs.)1
Roof
Fastener Schedule2
DF-L / SPHeader
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˚.
Specialty Options Chart – refer to Specialty Options pages 201 to 202 for additional details.
TypicalGHF51135IF
inverted flangeinstallation
The GHF series features nail-only installation and heavy load capacity.
Materials: See chartFinish: USP primer
Options: See Specialty Options Chart.
Installation:• Use all specified fasteners. See Product Notes, page 10.• NA25 ring shank nails included with each hanger.• Not recommended for use with LVL, PSL, or LSL members.
Glulam Face Mount Hangers – GHF series
USP2141-091
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com 143
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®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 PH hanger, skewed, left shown, Type B illustration on page 203.
Add SK,angle required,and right (R)or left (L),
to product number.Ex. KLEG3H112-SK45R
Add SL,slope required,and up (U)or down (D),
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.
Specialty Options Chart – refer to Specialty Options pages 201, 203 to 204 for additional details.
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.
Materials: See chartFinish: USP primer
Options: See Specialty Options Chart.Codes: ESR-1280, FL11664,
L.A. City RR 25749
Installation:• Use all specified fasteners. See Product Notes,page 10.• Bolts are not supplied unless ordered separately.Bolts provided by other suppliers must meet orexceed ASTM A 307 Grade A, or ASME SAE Grade 2,or better.• Minimum header height is 10˝ for the KLEG; 13˝ for the KMEG; 20˝ for the KEG.
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 Floor Roof Floor Roof
Ref. No W H3D TF L Qty Dia. Qty Dia. 100% 125% 100% 125% 100% 125% 100% 125% 160%
KLEG3 LEG3 7 7 3-1/4 specify 6 2-1/2 12 4 3/4 2 3/4 10440 11320 3540 4420 11940 12200 3540 4420 3845
KLEG5 LEG5 7 7 5-1/4 specify 6 2-1/2 12 4 3/4 2 3/4 10440 11320 3540 4420 11940 12200 3540 4420 5620 KLEG7 LEG7 7 7 6-7/8 specify 6 2-1/2 12 4 3/4 2 3/4 10440 11320 3540 4420 11940 12200 3540 4420 5635
KMEG5 MEG5 7 7 5-1/4 specify 6 2-1/2 12 6 3/4 2 3/4 12185 12635 5285 6610 12635 12635 5285 6610 5620
KMEG7 MEG7 7 7 6-7/8 specify 6 2-1/2 12 6 3/4 2 3/4 12185 12635 5285 6610 12635 12635 5285 6610 5635 KEG5 EG5 3 7 5-1/4 specify 6 2-1/2 12 8 1 2 1 16115 18420 9215 11520 17615 19920 9215 11520 7305
KEG7 EG7 3 7 6-7/8 specify 6 2-1/2 13-1/2 8 1 2 1 17010 19320 9245 11555 18695 21005 9245 11555 9215 KEG9 EG9 3 7 8-7/8 specify 6 2-1/2 15-1/2 8 1 2 1 18185 20505 9275 11595 20125 21220 9275 11595 9240
KEG11 -- -- 3 7 10-7/8 specify 6 2-1/2 17-1/2 8 1 2 1 19360 21680 9295 11620 21545 23870 9295 11620 9260
1) Allowable loads are for a supporting member with a width of 5-1/2", and 460 or 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. New products or updated product information are designated in red.
DimensionsSteel Ga.
Top
Flan
ge With Top Flange1
Bolt Schedule
Header Joist FC ⊥ = 460 psi
Allowable Loads (Lbs.)
With Top Flange1
CodeRef.
2,F20,R12
U-S
trapUSP
Stock No.
Without Top Flange1 Without Top Flange1
FC ⊥ = 560 psi
KMEG5
4˝
3˝8 1/4˝
3˝
3˝
H
LTF
DW
KLEG3Typical KLEG5
installation
KEG5
Bolts must be ordered separately. See page 20
for available sizes.
Beam height dimension (H) mustbe specified when ordering.
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 10.• NA25 nails are included with the hangers.• Minimum height (H) is 71/2˝.• Not recommended for use with LVL, PSL, or LSLmembers.
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com144
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Typical KHHB installation
Uplift2
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 NA25 6 NA25 4885 5115 5265 5275 5505 5655 2440 2, F20, R12
KGB3 GB3 3-1/4 specify 3-1/2 4 10 NA25 6 NA25 6460 6840 7095 6915 7295 7550 2440 130
KHHB5 HHB5 5-1/4 specify 3 4 6 NA25 6 NA25 4885 5115 5265 5275 5505 5655 2440 2, F20, R12 KGB5 GB5 5-1/4 specify 3-1/2 4 10 NA25 6 NA25 6460 6840 7095 6915 7295 7550 2440 130
KHGB5 HGB5 5-1/4 specify 4 4 12 NA25 6 NA25 7530 7985 8290 8050 8505 8810 2440 130 KHHB7 HHB7 6-7/8 specify 3 4 6 NA25 6 NA25 4885 5115 5265 5275 5505 5655 2440 2, F20, R12
KGB7 GB7 6-7/8 specify 3-1/2 4 10 NA25 6 NA25 6460 6840 7095 6915 7295 7550 2440 130
KHGB7 HGB7 6-7/8 specify 4 4 12 NA25 6 NA25 7530 7985 8290 8050 8505 8810 2440 130
1) Load values based on 560 psi perpendicular to grain loading. 2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 3) "Specify" denotes the required supported beam height must be specified at the time of ordering. 4) Supporting header shall be no less than 3˝ thick. 5) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with hangers. New products or updated product information are designated in red.
3-1/8
5-1/8
6-3/4
Fastener Schedule5
Header4
Joist
CodeRef.
Allowable Loads (Lbs.)1
RoofBeamWidth
USPStock No.
Dimensions 3
FC ⊥ = 560 psi FC⊥ = 625 psi
Roof
KHHBW
D
H
2 1/2˝
See Welded Installation chart on page 209
Glulam Hangers – KGB, KHGB, & KHHB series
Beam height dimension (H) mustbe specified when ordering.
These heavy beam hangers are designed for use with glulamand timber beams. The continuous top mount flange offers highload capacity with minimal nailing. NA25 ring-shanked nails alsoincrease load capacity by helping prevent fastener withdrawal.
KGLT – Medium-duty hanger.
KHGLT – Heavy-duty hanger.
Materials: See chartFinish: USP primer
Options: See Specialty Options Chart.Codes: ESR-1280, L.A. City RR 25749,
FL11664
Installation:• Use all specified fasteners. See Product Notes, page 10.• NA25 nails are included with the hangers.• Not recommended for use with LVL, PSL, or LSLmembers.
USP2141-091
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com 145
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
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.
Add SA, and saddlewidth required
to product number.Ex. KGLT3H16-SA=5-1/2˝
KGLT - 4110 lbs. Max.KHGLT - 7000 lbs. Max.
Add SL,slope required,and up (U)or down (D),
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
straight-line interpolation
60% of table loadfor KGLT.
45% of table loadfor KHGLT.
100% of table loadper side
AllowableLoads
Ordering
50% of uplift load onskew greater than 15˚
Add SK,angle required,and right (R)or left (L),
to product number.Ex. KGLT3H16-SK45R
Specialty Options Chart – refer to Specialty Options pages 201, 203 to 204 for additional details.
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 NA25 8 NA25 7545 7815 7995 --- --- --- 2870
3-1/2 KGLT4 GLT4 3 7 3-5/8 specify 10 4 6 NA25 8 NA25 7545 7815 7995 --- --- --- 2870
5-1/8 KGLT5 GLT5 3 7 5-1/4 specify 10 4 6 NA25 8 NA25 7545 7815 7995 --- --- --- 2870 5-1/2 KGLT6 GLT6 3 7 5-5/8 specify 10 4 6 NA25 8 NA25 7545 7815 7995 --- --- --- 2870
6-3/4 KGLT7 GLT7 3 7 6-7/8 specify 10 4 6 NA25 8 NA25 7545 7815 7995 --- --- --- 2870 8-3/4 KGLT9 -- -- 3 7 8-7/8 specify 10 4 6 NA25 8 NA25 7545 7815 7995 --- --- --- 2870
3-1/8 KHGLT3 HGLT3 3 7 3-1/4 specify 12 6 12 NA25 6 NA25 10150 10380 10530 12965 13400 13400 2440
3-1/2 KHGLT4 HGLT4 3 7 3-5/8 specify 12 6 12 NA25 6 NA25 10490 11025 11385 12965 13400 13400 2440 5-1/8 KHGLT5 HGLT5 3 7 5-1/4 specify 12 6 12 NA25 6 NA25 10490 11025 11385 12965 13400 13400 2440
5-1/2 KHGLT6 HGLT5 3 7 5-5/8 specify 12 6 12 NA25 6 NA25 10490 11025 11385 12965 13400 13400 2440 6-3/4 KHGLT7 HGLT7 3 7 6-7/8 specify 12 6 12 NA25 6 NA25 10490 11025 11385 12965 13400 13400 2440
8-3/4 KHGLT9 HGLT9 3 7 8-7/8 specify 14 6 12 NA25 6 NA25 11640 12175 12535 13400 13400 13400 2440
10-3/4 KHGLT11 -- -- 3 7 10-7/8 specify 16 6 12 NA25 6 NA25 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 12˝ being the minimum. 5) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with hangers. New products or updated product information are designated in red.
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 205
Beam height dimension (H) mustbe specified when ordering.
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com146
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
KHC3side view
KHC3top view
3˝
PT
PD
W
H
KHC3
Hinge Connectors & Seismic Straps – KHC & KHCST series
Allowable Loads (Lbs.)1
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 10.• 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. New products or updated product information are designated in red.
USPStock No.
Suffix
Dimensions (2) Rotation Bolts3 Per Beam (3) Rotation Bolts3 Per Beam
Allowable Loads (Lbs.)1
Allowable Loads (Lbs.)1
CodeRef.
2,F20,R12
5-1/8
6-3/4
8-3/4
10-3/4
DF-L / SP DF-L / SPBeamWidth
SteelGauge
F1 KHCST strap
continued on next page
Typical KHCinstallation
KHC Optional Horizontal Loading Chart
USP2141-091
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com 147
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
KHCCT
Allowable Loads (Lbs.)1,2
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. New products or updated product information are designated in red.
CodeRef.
USP
Stock No.3Steel
Gauge
3 3-1/2 37-5/8
6 3/4
8
2, F20,R12
Dimensions Bolt Schedule
7
7
3-1/2
3-1/2
25-5/8
31-5/8
4 3/4
3/4
9950
14500
20145
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.
Bolts must be ordered separately. See page 20
for available sizes.
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com148
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®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 10. • NA25 nails are included.• Loads and nail schedule apply to each saddle hanger stirrup.• Minimum header height is 81⁄2˝ for the KGLS; 9˝ for the KGLST;101⁄2˝ for the KHGLS, and 12˝ 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. • Not recommended for use with LVL, PSL, or LSL members.
Uplift Tension
Floor Floor
Ref. No. W H5D L TF Qty Type Qty Dia. Qty Type Qty Dia. 100% 115% 125% 100% 115% 125% 160% 160%
KGLS35 GLS3-5 3-1/4 specify 5 6 5-1/4 6 NA25 -- -- -- -- 6 NA25 -- -- -- -- 8710 8940 9095 10275 10505 10655 2440 -- --
KGLST35 GLST3-5 3-1/4 specify 6-1/2 10 5-1/4 6 NA25 2 3/4 6 NA25 3 3/4 10870 11095 11250 12900 13130 13280 2440 15120
KGLS37 GLS3-7 3-1/4 specify 5 6 6-7/8 6 NA25 -- -- -- -- 6 NA25 -- -- -- -- 8710 8940 9095 10275 10505 10655 2440 -- -- KGLST37 GLST3-7 3-1/4 specify 6-1/2 10 6-7/8 6 NA25 2 3/4 6 NA25 3 3/4 10870 11095 11250 12900 13130 13280 2440 15120
KGLS39 GLS3-9 3-1/4 specify 5 6 8-7/8 6 NA25 -- -- -- -- 6 NA25 -- -- -- -- 8710 8940 9095 10275 10505 10655 2440 -- -- KGLST39 GLST3-9 3-1/4 specify 6-1/2 10 8-7/8 6 NA25 2 3/4 6 NA25 3 3/4 10870 11095 11250 12900 13130 13280 2440 15120
KGLS55 GLS5-5 5-1/4 specify 5 9 5-1/4 6 NA25 -- -- -- -- 6 NA25 -- -- -- -- 12405 12670 12850 14710 14980 15160 2440 -- --
KGLST55 GLST5-5 5-1/4 specify 6-1/2 12 5-1/4 6 NA25 2 3/4 6 NA25 3 3/4 15940 16210 16390 19015 19285 19465 2440 15120 KGLS57 GLS5-7 5-1/4 specify 5 9 6-7/8 6 NA25 -- -- -- -- 6 NA25 -- -- -- -- 13310 13540 13695 15875 16105 16255 2440 -- --
KGLST57 GLST5-7 5-1/4 specify 6-1/2 12 6-7/8 6 NA25 2 3/4 6 NA25 3 3/4 16850 17075 17230 20180 20410 20560 2440 15120 KHGLS5 HGLS5 5-1/4 specify 6-1/2 12 specify 14 NA25 -- -- -- -- 8 NA25 -- -- -- -- 17355 17660 17865 20685 20990 21195 3250 -- --
KHGLST5 HGLST5 5-1/4 specify 6 12 specify 14 NA25 2 3/4 8 NA25 3 3/4 16175 16480 16685 19250 19555 19760 3250 15120
KGLS77 GLS7-7 6-7/8 specify 5 12 6-7/8 6 NA25 -- -- -- -- 6 NA25 -- -- -- -- 17050 17280 17430 20425 20655 20805 2440 -- -- KGLST77 GLST7-7 6-7/8 specify 6-1/2 12 6-7/8 6 NA25 2 3/4 6 NA25 3 3/4 20425 20695 20875 24475 24745 24925 2440 15120
KGLS79 GLS7-9 6-7/8 specify 5 12 8-7/8 6 NA25 -- -- -- -- 6 NA25 -- -- -- -- 17050 17280 17430 20425 20655 20805 2440 -- -- KGLST79 GLST7-9 6-7/8 specify 6-1/2 12 8-7/8 6 NA25 2 3/4 6 NA25 3 3/4 21705 21935 22090 26095 26325 26475 2440 15120
KHGLS7 HGLS7 6-7/8 specify 6 12 specify 14 NA25 -- -- -- -- 8 NA25 -- -- -- -- 17985 18615 19035 20985 21615 22035 3250 -- --
KHGLST7 HGLST7 6-7/8 specify 6-1/2 14 specify 14 NA25 2 3/4 8 NA25 3 3/4 20285 20915 21335 23785 24415 24835 3250 15120 KHGLS9 HGLS9 8-7/8 specify 6 12 specify 14 NA25 -- -- -- -- 8 NA25 -- -- -- -- 17985 18615 19035 20985 21615 22035 3250 -- --
KHGLST9 HGLST9 8-7/8 specify 6-1/2 16 specify 14 NA25 2 3/4 8 NA25 3 3/4 22585 23215 23625 26585 27215 27635 3250 15120
1) Allowable loads and fastener schedules apply to each side of the saddled hanger. 4) Minimum header height is 8-1/2˝ for the KGLS; 9˝ for the KGLST; 2) The bearing loads are based on 460 psi. 10-1/2˝ for the KHGLS; and 12˝ for the KHGLST. 3) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with hangers. 5) Hangers with seismic straps may require a minimum joist depth. New products or updated product information are designated in red. Consult USP for additional information.
Allowable Loads (Lbs.)1,2
Roof
FC⊥ = 560 psi
2,F20,R12
Roof
FC ⊥ = 460 psi
CodeRef.
Fastener Schedule
Nails1,3 Bolts
Header
8-3/4
Joist
3-1/8
5-1/8
6-3/4
Nails1,3 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.
100% of table loadper side
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°.
Add SK,angle required,and right (R)or left (L),
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.
Add SL,slope required,and up (U)or down (D),
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 201, 203 to 204 for additional details.
KHGLST
TF L
DW
H
KGLS
See Welded Installation chart on page 205
Typical KHGLST35installation
H
D
TF L
W
Beam height dimension (H) mustbe specified when ordering.
USP2141-091
Tru
ss &
Rafte
r
1-800-328-5934 • www.USPconnectors.com 149
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
WUSC
SHA
Moisture Barrier Plates . . . . . . .Page 150• NOP SeriesProtects bottom chord of trusses from moisture damage.
Embedded Truss Anchors .Pages150-153• LPTA Series & 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.
Strap Truss Tiedowns . . . . . . . . .Page 154• SGP SeriesStrap truss anchor bolts to concrete or wood.
Uplift Girder Ties . . . . . . .Pages 155-157• RUSCRetrofit Strap Connector provides a wood-to-wood upliftconnection with WS Wood Screws.
• UGTS & USC SeriesWraparound truss anchor mechanically fastens into the face of masonry or concrete.
• WUSC SeriesWraparound truss anchor bolts to wall studs.
• RFUSRetrofit truss anchor installed mechanically fastens into the face ofmasonry or concrete.
Girder Tiedowns . . . . . . . . .Pages 157-159• 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 159• SHA SeriesHeavy capacity uplift connector bolts both to the truss and masonry.
Hurricane Gusset Angles . . . . . .Page 160• HGA SeriesConnects gable trusses to top plates.
HurricaneRetro-fitConnector . . . . . . . . . . .Pages 160 -161
• RT16M Retro-fit connector for trusses installed on top plates.
Hurricane/Seismic Anchors . . . . . . . . . . . . . . .Pages 161-163• HC520, HCPRS, HHCP2, & RT SeriesTop plate to truss anchors.
NOP
LPTA HLPTA75
HTA
RFUS
RT15
RT16M
RT7 HCPRS
UGTS USC
LUGT MUGT15 HUGT
HGA
HHCP2
RUSC
Truss & Rafter Tiedowns
DTC
SGP
Uplift Tension
Floor Floor
Ref. No. W H5D L TF Qty Type Qty Dia. Qty Type Qty Dia. 100% 115% 125% 100% 115% 125% 160% 160%
KGLS35 GLS3-5 3-1/4 specify 5 6 5-1/4 6 NA25 -- -- -- -- 6 NA25 -- -- -- -- 8710 8940 9095 10275 10505 10655 2440 -- --
KGLST35 GLST3-5 3-1/4 specify 6-1/2 10 5-1/4 6 NA25 2 3/4 6 NA25 3 3/4 10870 11095 11250 12900 13130 13280 2440 15120
KGLS37 GLS3-7 3-1/4 specify 5 6 6-7/8 6 NA25 -- -- -- -- 6 NA25 -- -- -- -- 8710 8940 9095 10275 10505 10655 2440 -- -- KGLST37 GLST3-7 3-1/4 specify 6-1/2 10 6-7/8 6 NA25 2 3/4 6 NA25 3 3/4 10870 11095 11250 12900 13130 13280 2440 15120
KGLS39 GLS3-9 3-1/4 specify 5 6 8-7/8 6 NA25 -- -- -- -- 6 NA25 -- -- -- -- 8710 8940 9095 10275 10505 10655 2440 -- -- KGLST39 GLST3-9 3-1/4 specify 6-1/2 10 8-7/8 6 NA25 2 3/4 6 NA25 3 3/4 10870 11095 11250 12900 13130 13280 2440 15120
KGLS55 GLS5-5 5-1/4 specify 5 9 5-1/4 6 NA25 -- -- -- -- 6 NA25 -- -- -- -- 12405 12670 12850 14710 14980 15160 2440 -- --
KGLST55 GLST5-5 5-1/4 specify 6-1/2 12 5-1/4 6 NA25 2 3/4 6 NA25 3 3/4 15940 16210 16390 19015 19285 19465 2440 15120 KGLS57 GLS5-7 5-1/4 specify 5 9 6-7/8 6 NA25 -- -- -- -- 6 NA25 -- -- -- -- 13310 13540 13695 15875 16105 16255 2440 -- --
KGLST57 GLST5-7 5-1/4 specify 6-1/2 12 6-7/8 6 NA25 2 3/4 6 NA25 3 3/4 16850 17075 17230 20180 20410 20560 2440 15120 KHGLS5 HGLS5 5-1/4 specify 6-1/2 12 specify 14 NA25 -- -- -- -- 8 NA25 -- -- -- -- 17355 17660 17865 20685 20990 21195 3250 -- --
KHGLST5 HGLST5 5-1/4 specify 6 12 specify 14 NA25 2 3/4 8 NA25 3 3/4 16175 16480 16685 19250 19555 19760 3250 15120
KGLS77 GLS7-7 6-7/8 specify 5 12 6-7/8 6 NA25 -- -- -- -- 6 NA25 -- -- -- -- 17050 17280 17430 20425 20655 20805 2440 -- -- KGLST77 GLST7-7 6-7/8 specify 6-1/2 12 6-7/8 6 NA25 2 3/4 6 NA25 3 3/4 20425 20695 20875 24475 24745 24925 2440 15120
KGLS79 GLS7-9 6-7/8 specify 5 12 8-7/8 6 NA25 -- -- -- -- 6 NA25 -- -- -- -- 17050 17280 17430 20425 20655 20805 2440 -- -- KGLST79 GLST7-9 6-7/8 specify 6-1/2 12 8-7/8 6 NA25 2 3/4 6 NA25 3 3/4 21705 21935 22090 26095 26325 26475 2440 15120
KHGLS7 HGLS7 6-7/8 specify 6 12 specify 14 NA25 -- -- -- -- 8 NA25 -- -- -- -- 17985 18615 19035 20985 21615 22035 3250 -- --
KHGLST7 HGLST7 6-7/8 specify 6-1/2 14 specify 14 NA25 2 3/4 8 NA25 3 3/4 20285 20915 21335 23785 24415 24835 3250 15120 KHGLS9 HGLS9 8-7/8 specify 6 12 specify 14 NA25 -- -- -- -- 8 NA25 -- -- -- -- 17985 18615 19035 20985 21615 22035 3250 -- --
KHGLST9 HGLST9 8-7/8 specify 6-1/2 16 specify 14 NA25 2 3/4 8 NA25 3 3/4 22585 23215 23625 26585 27215 27635 3250 15120
1) Allowable loads and fastener schedules apply to each side of the saddled hanger. 4) Minimum header height is 8-1/2˝ for the KGLS; 9˝ for the KGLST; 2) The bearing loads are based on 460 psi. 10-1/2˝ for the KHGLS; and 12˝ for the KHGLST. 3) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with hangers. 5) Hangers with seismic straps may require a minimum joist depth. New products or updated product information are designated in red. Consult USP for additional information.
Tru
ss &
Raft
er
1-800-328-5934 • www.USPconnectors.com150
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Typical NOP4installation
Embedded Truss Anchorspages 150-153
NOP4
Moisture Barrier Plates – NOP series
W
1 7/16˝ 1 3/4˝
H
LPTA-S
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
LPTA-S -- -- 18 5 8-1/4 11 10d x 1-1/2 1250 1250 520 -- --
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.
CodeRef.
L1, F17
Allowable Loads (Lbs.)
SteelGauge
Uplift (160%)1USP
Stock No.
Fastener Schedule2
Min
Qty.3
Dimensions
Embedded Truss Anchors – LPTA series
LPTA – Low profile design attaches to 2 x 4 or larger bottomchords and provides uplift and lateral load resistance.
LPTA-S – Features a slotted hole design which allows up to3/4˝ horizontal movement when attaching to scissor trusses.
Materials: 18 gaugeFinish: G90 galvanizingCodes: 2031C, FL859
Installation:• Use all specified fasteners. See Product Notes, page 10.• Embed LPTA & LPTA-S 4˝ into concrete tie beam or masonrybond beam.• Anchors should be spaced no closer than 8˝ center-to-center.• Moisture barrier may be required.
F2
F1
Uplift
Typical LPTA-Sinstallation
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.
Materials: See chartFinish: G90 galvanizing
Installation:• Use all specified fasteners. See Product Notes,page 10.• 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 -- -- 26 1-7/16 8 -- -- -- -- 2x NOP1 TSS2 22 1-1/2 8 2 6d
4x NOP4 -- -- 26 3-1/2 8 2 6d
CodeRef.
120
USPStock No.
SteelGauge
Dimensions Fastener Schedule
LW
NOP2X
USP2141-091
Tru
ss &
Rafte
r
1-800-328-5934 • www.USPconnectors.com 151
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
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 10.• 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
TTrruu
ssss &&
RRaafftt
eerr
1-800-328-5934 • www.USPconnectors.com152
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
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 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 L1, F17
HTA20-18 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 L1, F17 HTA24-18 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 L1, F17
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 L7 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 L7
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 L7
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 L7 HTA48 -- -- 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
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) Allowable loads require a No. 4 rebar through the shear cones of the anchors. 7) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published allowable load of product.
DF-L / SP
Double Anchor
Allowable Loads (Lbs.)1,6
Allowable Loads (Lbs.)1,6
Uplift Lateral Loads Uplift Lateral Loads
Fastener Schedule3,5
Per Anchor
MinQty.7
CodeRef.
USPStock No.
Out
of C
oncr
ete Single Anchor
Fastener Schedule3,5
MinQty.7
Per Anchor
S-P-F
4˝ Embedment
1 1/2˝
W
H
HTA24-18
F2
F1
Typical HTA24-18installation
Embedded Truss Anchors – HTA series
Materials: HTA-18 – 18 gauge; HTA – 16 gauge; Finish: 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 10.• 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 NailSpecification table on page 14 for nail shear values, load values shall notexceed published allowable loads.• When using alternative nailing schedules, lower-most holes in strapshall be filled progressing upward towards the top of the strap.• Moisture barrier may be required for HTA installations.
continued on next page
USP2141-091
Embedded Truss Anchors – DTCT
russ &
Rafte
r
1-800-328-5934 • www.USPconnectors.com 153
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Typical DTCinstallation
H
4˝embedment
11/4˝
DTC
The DTC series attaches trusses to concrete or masonrywalls. Innovative seat design gives added lateral resistancewhile still providing a moisture barrier.
Materials: 14 gaugeFinish: G90 galvanizingCodes: Dade County, FL 07-1003.10,
FL578
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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 12-3/4 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 red.
CodeRef.
Fastener Schedule2
Out
of
Con
cret
e
F1 F1
Allowable Loads (Lbs.)1
DF-L / SP (160%) S-P-F (160%)Seat Plate Truss/Rafter
USPStock No.
SteelGauge
TowardStrap
Awayfrom Strap
TowardStrap
Awayfrom Strap
IMPROVED
DESIGN
Tru
ss &
Raft
er
1-800-328-5934 • www.USPconnectors.com154
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®Strap Truss Tiedowns – SGP series
Typical SGP2wood-to-wood
installation
W
D
CL
L
SGP2
SGP Strap Truss Tiedowns provide strong wood-to-wood or wood-to-masonry connections forretrofit or new construction. Ideal for anchoring trusses to foundations in seismic or high wind regions.
Materials: See chartFinish: G90 galvanizingCodes: ESR-1881, Dade County, FL 08-0111.09, FL576
Installation:• Use all specified fasteners to attach the strap portion of the connector to the side of thestud, post, joist, purlin, or beam.• Secure the base to the concrete or masonry wall with specified anchor bolt. A design professional shall specify the type, length, and embedment of the anchor bolt.• Connectors must be mounted flush to the surface of the mudsill.• SGP series include load transfer plates; no washers are required.• Allowable loads are based on either nail or bolt fastening; nail and bolt values cannot be combined.• Washers are not required on the transfer plate that fits over the anchor bolt.• Moisture barrier may be required.
Nails Bolts
Ref. No. Strap Plate W L D CL Qty Dia. Qty Type Qty Dia. 160% 160%
10 10d -- -- -- -- 1580 -- --
10 16d -- -- -- -- 1580 -- --14 10d -- -- -- -- 2460 -- --
14 16d -- -- -- -- 2460 -- --
-- -- -- -- 5 1/2 -- -- 2460
1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail penetration shall be 1-1/2˝ for 10d and 1-5/8˝ for 16d nails. 3) Bolts require a minumum penetration of 1-1/2˝ for the listed loads. 4) The designer must specify anchor bolt type, length and embedment. 5) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 6) SGP base shall be installed flush to the plate. 7) Bolts shall conform to ASTM A 307 or better. New products or updated product information are designated in red.
6, F8, D10
F8, D10
1
DF-L / SP
Nails2
1/2
Anchor
Bolts4
1
CodeRef.
5/8
USPStock No.
Allowable Loads (Lbs.)1,5DimensionsSteel Gauge Fastener Schedule
Strap
UpliftBolts3,7
SGP2 -- -- 14 3 1-5/8 18-1/4 4
1-1/2
1-1/2
3 18-1/4 4 SGP3 -- -- 14 3
W
L
DCL
SGP3Typical SGP2wood-to-masonry
installation
Bolts must be ordered separately. See page 20
for available sizes.
USP2141-091
Tru
ss &
Rafte
r
1-800-328-5934 • www.USPconnectors.com 155
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
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 10.• 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 based on the 1997 NDS® and are for a pair of RUSC devices. 2) Uplift loads have been increased 33-1/3% or 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 Uplift160%1
Fastener Schedule4,5
USPStock No.
SteelGauge
No, of
Plys6Rafter/Truss
Typical RUSCinstallation
3 1/2˝
3 1/8˝
3 1/8˝
22 3/4˝
7˝
Retrofit Strap Connector – RUSC
Uplift Girder Ties – UGTS & USC series
4˝2˝
7 1/2˝
2 1/2˝
H
6˝Pitch
4/12˝ - 8/12˝W
UGTS – 2-bolt shorter design when space is limited.
USC – 4-bolt high load design.
Materials: 10 gaugeFinish: USP primerCodes: Dade County, FL 07-0322.15,
FL2033
Installation:• Use all specified fasteners. See Product Notes,page 10. • 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.
Lintel Block with (1) #5continuous rebar
3/4˝ bolts. Use 2 or 4 as requiredfor uplift
7 1/2˝ Min.edge distance
8˝ concrete blockwith minimum(1) #5 rebar eachcell continuousto footing withstandard hook at bolt locations
Typical USC53 installationUGTS similar
USC53
Pitch4/12 - 8/12
1 1/2˝
6˝ W
H
4˝ 2˝
UGTS63
continued on next page
Tru
ss &
Raft
er
Uplift Girder Ties – UGTS & USC series continued
1-800-328-5934 • www.USPconnectors.com156
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
W
Pitch
3˝
3˝ 3˝
9 3/4˝
23 3/4˝
WUSC42
Allowable Loads (Lbs.)
DF-L / SP
Uplift1,2
Description Ref. No. W Qty Type Qty 160%
WUSC42 -- -- 10 3-1/4 8 10d 2 3/4 8520 WUSC43 -- -- 10 4-3/4 8 10d 2 3/4 9815 WUSC44 -- -- 10 6-1/2 8 10d 2 3/4 9815 WUSC52 -- -- 10 3-1/4 8 10d 2 3/4 8520 WUSC53 -- -- 10 4-3/4 8 10d 2 3/4 9815 WUSC54 -- -- 10 6-1/2 8 10d 2 3/4 9815 WUSC62 -- -- 10 3-1/4 8 10d 2 3/4 8520 WUSC63 -- -- 10 4-3/4 8 10d 2 3/4 9815 WUSC64 -- -- 10 6-1/2 8 10d 2 3/4 9815 WUSC72 -- -- 10 3-1/4 8 10d 2 3/4 8520 WUSC73 -- -- 10 4-3/4 8 10d 2 3/4 9815 WUSC74 -- -- 10 6-1/2 8 10d 2 3/4 9815 WUSC82 -- -- 10 3-1/4 8 10d 2 3/4 8520 WUSC83 -- -- 10 4-3/4 8 10d 2 3/4 9815 WUSC84 -- -- 10 6-1/2 8 10d 2 3/4 9815
1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Designer must specify stud or post to resist published load values. 3) Bolts shall conform to ASTM A 307 or better. 4) Minimum nail penetration shall be 1-1/2˝ for 10d nails.
USPStock No.
SteelGauge
8/12 pitch
4/12 pitch
5/12 pitch
6/12 pitch
7/12 pitch
CodeRef.
130
Fastener Schedule
Rafter/Truss Stud3
BoltDia.
WUSC series provides designers a wood-to-wood uplift connection that securestrusses or rafters directly to wall studs. Works with heel heights up to 11˝.
Materials: See chartFinish: USP primer
Installation:• Use all specified fasteners. See Product Notes, page 10.
Allowable Loads (Lbs.)
DF-L / SP
Uplift1
Description Ref. No. W H Qty Type Qty 160%
UGTS3F -- -- 10 4-3/4 23 8 10d 2 3/4 6180 F23, D6
8 16d 2 3/4 61708 16d 4 3/4 10400
UGTS4F -- -- 10 6-1/2 23 8 10d 2 3/4 6180 F23, D68 16d 2 3/4 61708 16d 4 3/4 10400
UGTS43 -- -- 10 4-3/4 23 8 10d 2 3/4 6180 F23, D6 UGTS44 -- -- 10 6-1/2 23 8 10d 2 3/4 6180 F23, D6
8 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 10400
UGTS53 -- -- 10 4-3/4 23 8 10d 2 3/4 6180 F23, D6 UGTS54 -- -- 10 6-1/2 23 8 10d 2 3/4 6180 F23, D6
8 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 10400
UGTS63 -- -- 10 4-3/4 23 8 10d 2 3/4 6180 F23, D6 UGTS64 -- -- 10 6-1/2 23 8 10d 2 3/4 6180 F23, D6
8 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 10400
UGTS73 -- -- 10 4-3/4 23 8 10d 2 3/4 6180 F23, D6 UGTS74 -- -- 10 6-1/2 23 8 10d 2 3/4 6180 F23, D6
8 16d 2 3/4 61708 16d 4 3/4 104008 16d 2 3/4 61708 16d 4 3/4 10400
UGTS83 -- -- 10 4-3/4 23 8 10d 2 3/4 6180 F23, D6 UGTS84 -- -- 10 6-1/2 23 8 10d 2 3/4 6180 F23, D6
8 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. New products or updated product information are designated in red.
130
130
130
130
130
4-3/4
CodeRef.
130
130
130
130
130
130
130
6-1/2
Concrete/Masonry Wall
30-1/210 4-3/4
10
Fastener Schedule2,3,4
10 6-1/2
30-1/2
30-1/2
4-3/4 30-1/2
BoltDia.
Dimensions
Rafter/ Truss5
6-1/2 30-1/2
4-3/4
6-1/2
30-1/2
30-1/2
4 Ply Flat USC4F -- --
4-3/4 4/12 pitch
5/12 pitch
USC43 -- --
30-1/2
USC74 -- --
USC73
6-1/2
30-1/210
30-1/2
30-1/2
4-3/4
USPStock No.
SteelGauge
30-1/26-1/210
3 Ply Flat USC3F -- -- 10
-- --
10
-- --
10
10
10
10
10
-- --
-- -- USC44
USC54
USC53
-- --
6/12 pitch
8/12 pitch
USC84 -- --
-- --
USC83 -- --
USC63
USC64
7/12 pitch
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
7 1/2˝ Min.edge distance
8˝ concrete blockwith minimum(1) #5 rebar each cell continuous to footing withstandard hook at bolt locations
Uplift Girder Ties – WUSC series
Typical WUSC42installation
1 1/2˝
6˝ W
H
4˝ 2˝
UGTS4F
Bolts must be ordered separately. See page 20
for available sizes.
The dimension fromthe top of the studto the center of the
top bolt shall begreater than orequal to 5 3/4˝
USP2141-091
Uplift Girder Tie – RFUS seriesT
russ &
Rafte
r
1-800-328-5934 • www.USPconnectors.com 157
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
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˝.
Materials: 10 gaugeFinish: USP primerCodes: FL6223
Installation:• Always install in pairs.• Use all specified fasteners. See Product Notes, page 10.• Designer shall be responsible for design of masonry structure, includingany required reinforcement.• For 1 ply applications, add filler block. Refer to page 192 for wood fillerblock installation.• Moisture barrier may be required.
Ref. No.
RFUS -- -- 10 2 Ply or greater (12) WS3 (4) 3/4˝ x 6˝ Wedge Bolts 5940 F26
1) Allowable loads are based on the 1997 NDS®. 2) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) Use Powers Fasteners 3/4˝ x 6˝ Wedge Bolts; 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) Bolts shall conform to ASTM A 307 or better. 6) Fastener shedule is for two straps used together. The straps shall be installed in pairs. 7) Truss plys shall be fastened together to act as a unit. 8) WS3 Wood Screws are 1/4˝ x 3˝ long and are supplied with RFUS connector.
USPStock No.
No. of
Plys7Steel
GaugeCodeRef.
Fastener Schedule 4,6
Rafter/
Truss8
Concrete/
Masonry 3,5
DF-L / SPAllowable
Uplift
160%1
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-2576, FL817, FL568, Dade County, FL 07-0322.15
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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
continued on next page
Tru
ss &
Raft
er
1-800-328-5934 • www.USPconnectors.com158
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®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 4495Top-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. New products or updated product information are designated in red.
Fastener Schedule2,3
Anchor Rafter/Truss3
CodeRef.
1 MUGT15 MGT 12
MountingCondition
USPStock No.
SteelGauge
Qty
DF-L / SPAllowable
Uplift
160%1
Designed for higher uplift resistance for wood frame andconcrete block construction. The MUGT15 can accommodate variable truss bearing depths.
Materials: 12 gaugeFinish: G90 galvanizingCodes: ESR-1178
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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
PHD2page 33
F1
Uplift
F2
3 1/4˝
12 7/8˝
Typical LUGT2wood installation
Typical LUGT2masonry installation
F1 F2 Uplift F1 F2 Uplift
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 1900 11, F3, F12, D6
LUGTC2 -- -- 14 16 10d 2 10d 14 10d 575 -- -- 2260 480 -- -- 1900 130
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.
SteelGauge
Allowable Loads (Lbs.) 1,2Fastener Schedule2
CodeRef.
Masonry Application
S-P-FRafter/Truss Plate Stud4,5 DF-L / SP
USPStock No.
LUGT2
Girder Tiedown – MUGT15
USP2141-091
Tru
ss &
Rafte
r
1-800-328-5934 • www.USPconnectors.com 159
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
HTT22(not included)
see page 34-35
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˚.
Materials: 7 gaugeFinish: USP primerCodes: FL6223
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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˝
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 10.• Install directly flush to masonry wall.• The SHA series connectors shall be installed in pairs.• Moisture barrier may be required.
1 1/2˝ 4 1/4˝
6˝
2 1/4˝
2 1/4˝
3 1/4˝
SHA6 SHA6T
Typical SHA6installation
Typical SHA6Tinstallation
Bolts must be ordered separately. See page 20
for available sizes.
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
Allowable Loads (Lbs.)1,2
9860
7020
9650
9860
9860
9790
Tru
ss &
Raft
er
1-800-328-5934 • www.USPconnectors.com160
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®Hurricane Gusset Angles – HGA series
F2
F3
F1
Uplift
Typical HGA10 installation
3 1/2˝
3˝
2˝
Embossedgussets improve
lateral loadresistance
F1 F2 F3 Uplift
Ref. No. Qty Type Qty Type 160% 160% 160% 160%
HGA10 HGA10 14 4 WS15 4 WS3 1320 1565 835 1285 11, F13
HGAM10 HGAM10 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 1-14˝ Wedge-Bolt® (included); or equal. Drill hole in concrete or masonry with 1/4˝ masonry drill. Refer to manufacturer's literature for further information. New products or updated product information are designated in red.
CodeRef.
Allowable Loads (Lbs.)1
USPStock No.
SteelGauge
Fastener Schedule2
Rafter/Truss Plate3 DF-L / SP
HGA10
Hurricane Retrofit Connector – RT16M
continued on next page
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.
Materials: 14 gaugeFinish: G90 galvanizingCodes: ESR-2757, FL819
Installation:• Use all specified fasteners. See Product Notes,page 10.• 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
NEW
Uplift
F2 F3
F1
Typical RT16Mtop plate
installation
5˝
1 9/16˝
8 15/16˝
3 1/2˝
RT16M
Designed as a retrofit connector for trusses installed on topplates. Can also be used as a holdown for a roof orfloor system.
Materials: 18 gaugeFinish: G90 galvanizing
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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.
USP2141-091
Hurricane Retrofit Connector – RT16M continuedT
russ &
Rafte
r
1-800-328-5934 • www.USPconnectors.com 161
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
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, 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-2756, 2031C, FL565, FL816, FL817, FL859, Dade County, FL 07-0306.10
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
5 1/2˝
2 9/16˝
HCPRS3
Hurricane Anchor installation to achieve twice the load (Top View)
Install diagonally across from eachother for minimum 1 1/2˝ truss.
Wall Top Plate
Typical HHCP2 truss/rafterto 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 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 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. New products or updated product information are designated in red.
HM9 RT16M
Truss/Rafter Top Plate
USPStock No.
18
SteelGauge
Fastener Schedule2,3,4 Allowable Loads (Lbs.)1
CodeRef.
130
Masonry Block UpliftLateral 160%
Tru
ss &
Raft
er
Hurricane/Seismic Anchors – HC520, HCPRS, HHCP2, & RT series cont.
1-800-328-5934 • www.USPconnectors.com162
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
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˝
1 1/2˝
1 1/2˝
4 1/2˝
1 7/16˝
1 7/16˝
RT12A
Typical RT12Atruss/rafter to
plate installation
RT10
Typical RT10truss/rafter
to double plate tostud installation
RT8A
Typical RT8Astud to double
plate installation
continued on next page
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
Typical RT6truss/rafterto double
plate installation
Typical RT3Atruss/rafter
to plate installation
Typical RT4truss/rafter to
plate installation
Typical RT5truss/rafterto double
plate installation
USP2141-091
Tru
ss &
Rafte
r
1-800-328-5934 • www.USPconnectors.com 163
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Hurricane/Seismic Anchors – HC520, HCPRS, HHCP2, & RT series cont.
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 18 4 8d 4 8d -- -- -- -- 190 190 610 610 160 160 525 525 11
RT4 H4 18 4 8d 4 8d -- -- -- -- 215 215 410 410 180 180 345 345 11
RT5 H5 18 4 8d 4 8d -- -- -- -- 265 265 540 540 225 225 450 450 11 RT6 HS24 18 8 10d x 1-1/2 6 10d x 1-1/2 -- -- -- -- 800 800 665 665 670 670 560 560 11, L2, R1
RT7 H2.5 18 5 8d 5 8d -- -- -- -- 195 195 585 585 160 160 495 495 11, F1, F11, D5, R6
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 11
RT10 H2 18 6 8d 8 8d 6 8d 195 195 585 585 160 160 495 495 11, F1, F11, D5, R6 RT15 H1 18 5 8d x 1-1/2 5 8d -- -- -- --
RT15-GC -- -- 18 5 N8-GC 5 N8C-GC -- -- -- -- RT16A H10/H14 18 9 10d x 1-1/2 8 10d -- -- -- -- 800 645 1380 1380 670 545 1160 1160 11
RT16-2 H10-2 18 8 8d 8 8d -- -- -- -- 655 415 1160 1160 550 345 975 975 11, F11, R6
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 HCPRS3 -- -- 18 -- -- -- -- 6 8d 6 8d 500 340 540 540 375 285 455 455 6
RT20 H7 16 9 10d x 1-1/2 4 10d 9 10d x 1-1/2 -- -- -- -- 1200 1200 -- -- -- -- 1005 1005 11, F1, F11, D5, R6
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. New products or updated product information are designated in red.
CodeRef.
11
11, F1, F11, D5, R6
Lateral 160% Lateral 160%
175 175210 210 670
Fastener Schedule2,3,4,5 Allowable Loads (Lbs.)1
Truss/Rafter Plate Stud
500
565
445445340
USPStock No.
SteelGauge
S-P-FDF-L / SP
530
565670
285 410530
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 10.• 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, UBC 2337.5.8.
GOLDCOAT
AVAILABLE IN
Pla
ted T
russ
1-800-328-5934 • www.USPconnectors.com164
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Truss Hangers . . . . . . . . . .Pages 166-172• 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 172-174• 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 175-176• 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 177-179• GT, GTD, & GTS SeriesGirder truss hanger bolts to a supporting truss.
• GTU SeriesGirder truss hanger with high uplift capacity bolts to asupporting truss.
• GTWS SeriesGirder truss hanger with high uplift capacity screws to a supporting truss.
MSH
MSSH217Rright shown
HHC
HTHJ
GT
GTU
GTD
GTWS
BN
HJHC
HJC
SNP3
HUSTHD THDH
continued on next pagecontinued on next page
GTS
MSH213Lleft shown
CLPBF
Plated Truss
USP2141-091
1-800-328-5934 • www.USPconnectors.com 165
©C
op
yrig
ht
2009
US
PS
tru
ctu
ralC
on
nec
tors
®Plated Truss
Truss Clips . . . . . . . . . . . . . . . . . . .Page 180• 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 181• SBP SeriesConnects to truss at bearing locations to distribute concentrated loads.
Roof Truss Ties . . . . . . . . . . . . . . .Page 182• TR SeriesProvides lateral support for non-load bearing walls whileallowing floor and roof trusses to deflect.
Blocking Supports . . . . . . . . . . . .Page 182• ZC SeriesSupports blocking between trusses and joists.
Field Splice Kits . . . . . . . . . . . . . .Page 183• FS & FSS SeriesField connectors for scissor truss splices.
Truss Spacers . . . . . . . . . .Pages 184-185• ST24H The Stabilizer™Truss brace and spacer that connects with prongs.
• TS & TSX SeriesTruss spacer that connects with nails.
Drag Strut Connectors . . . . . . .Page 185• LDSC4/DSC4Transfers lateral load from a truss to a bearing wall.
Alternate Installations . . . . . . . .Page 186• Backer block installations
• Panel point installations
• Filler block installations
STC
SBP
FTC
TR
ZC
FS
TS
LDSC4L-left shown
TSX
ST24H
FSS
DSC4R-right shown
Pla
ted
Tru
ss
Typical THD210installation
Pla
ted T
russ
1-800-328-5934 • www.USPconnectors.com166
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Floor Uplift1
Ref. No. W H D A Qty Type Qty Type 100% 115% 125% 160%
2 x 6 - 8 THD26 -- -- 16 1-5/8 5-1/16 3 1-7/8 18 16d 12 10d x 1-1/2 2485 2855 3060 2170 5, F18, F10, D2, R5
2 x 8 - 10 THD28 -- -- 16 1-5/8 7 3 1-7/8 28 16d 16 10d x 1-1/2 3865 3965 3965 2330 5, F18, F10, D2, R5
2 x 10 - 12 THD210 -- -- 16 1-5/8 9 3 1-7/8 38 16d 20 10d x 1-1/2 5075 5115 5115 3095 5, F18, F10, D2, R5 1-3/4 x 5-1/2 - 7-1/4 THD175 -- -- 14 1-7/8 5 3 1-7/8 18 16d 12 10d x 1-1/2 2540 2920 3055 2190 5, F18, F10, D2, R5
1-3/4 x 7-1/4 - 11-1/4 THD177 -- -- 14 1-7/8 6-7/8 3 1-7/8 28 16d 16 10d x 1-1/2 3950 4485 4485 2330 5, F18, F10, D2, R5 1-3/4 x 9-1/4 - 14 THD179 -- -- 14 1-7/8 8-7/8 3 1-7/8 38 16d 20 10d x 1-1/2 5360 5800 5800 3095 5, F18, F10, D2, R5
(2) 2 x 6 - 8 THD26-2 HHUS26-2 14 3-7/16 5-3/8 3 2 18 16d 12 10d 2540 2920 3175 2285 5, F18, F10, D2, R5
(2) 2 x 8 - 10 THD28-2 HHUS28-2 14 3-7/16 7-1/8 3 2 28 16d 16 10d 3950 4540 4935 2595 5, F18, F10, D2, R5 (2) 2 x 10 - 12 THD210-2 HHUS210-2 14 3-7/16 9-1/8 3 2 38 16d 20 10d 5360 6160 6700 3810 5, F18, F10, D2, R5
4 x 6 - 8 THD46 HHUS46 14 3-5/8 5-5/16 3 2 18 16d 12 10d 2540 2920 3175 2285 5, F18, F10, D2, R5
4 x 8 - 10 THD48 HHUS48 14 3-5/8 7-1/16 3 2 28 16d 16 10d 3950 4540 4935 2595 5, F18, F10, D2, R5 4 x 10 -12 THD410 HHUS410 14 3-5/8 9-1/16 3 2 38 16d 20 10d 5360 6160 6700 3810 5, F18, F10, D2, R5
4 x 12 - 14 THD412 -- -- 14 3-5/8 11 3 3 48 16d 20 10d 6770 7045 7045 3810 5, F18, F10, D2, R5 4 x 14 - 16 THD414 -- -- 14 3-5/8 12-7/8 3 3 58 16d 20 10d 7045 7045 7045 3810 5
(3) 2 x 10 - 12 THD210-3 HHUS210-3 12 5-1/8 9 3 3 38 16d 20 10d 5660 6510 7045 3850 5, F18, D2
6 x 10 -12 THD610 HHUS5.50/10 12 5-1/2 9 3 3 38 16d 20 10d 5660 6510 7080 3410 5, F18, F10, D2, R5 6 x 12 - 14 THD612 -- -- 12 5-1/2 11 3 3 48 16d 20 10d 7150 8225 8415 4065 5, F18, F10, D2, R5
6 x 14 - 16 THD614 -- -- 12 5-1/2 12-7/8 3 3 58 16d 20 10d 8415 8415 8415 4065 5
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. New products or updated product information are designated in red.
Dimensions Fastener Schedule2,3Allowable Loads (Lbs.)
Roof
DF-L / SPHeader Truss
CodeRef.
Joist /Truss Size
USPStock No.
SteelGauge
See EWP applications pages 121-124.
Materials: See chartFinish: G90 galvanizing
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, FL815, FL9835,Dade County, FL 06-0921.05
Installation:• Use all specified fasteners. See Product Notes, page 10.
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
100% of table load.65% of table load whennailing into the supportmembers end grain.
Add SK,angle required,and right (R) or left (L),
to product number.Ex. THD410-SK45R
Add SL,slope required,and up (U) or down (D),
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
Specialty Options Chart – refer to Specialty Options pages 201 to 202 for additional details.
A
D
H
W
Some model designsmay vary from
illustration shown
THD28
Heavy-Duty Face Mount Truss Hangers – THD series
Floor Uplift1Floor Uplift1
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, F18, D2
2 x 8 - 10 THDH28 HGUS28 1-5/8 7-3/16 5 36 16d 12 16d 6770 7395 7395 4370 5830 6210 6210 3670 6, F18, D2
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 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, F18, D2
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 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
3-1/4 x 9-1/2 THDH3210 -- -- 3-3/16 9-3/8 4 46 16d 12 16d 8260 8260 8260 3490 6935 6935 6935 2930 6, F18, D2
3-1/4 x 10-5/8 THDH3212 -- -- 3-3/16 10-5/8 4 56 16d 14 16d 9845 9845 9845 5960 8270 8270 8270 5105 6 (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
(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 (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
4 x 6 - 8 THDH46 HGUS46 3-9/16 5-3/8 4 20 16d 8 16d 3915 4505 4895 2605 3370 3880 4215 2190 6, F18, F15, D2
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, F15 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
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 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
(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
(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 (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
(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 (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
5-1/4 x 9-1/8 THDH5210 -- -- 5-3/8 9-1/8 4 46 16d 16 16d 8725 9855 9855 4565 7520 8275 8275 3835 6
5-1/4 x 10-3/4 THDH5212 -- -- 5-3/8 11-1/8 4 56 16d 20 16d 9935 9935 9935 5180 8345 8345 8345 4355 6 6 x 10 - 12 THDH610 HGUS5.50/10 5-1/2 9 4 46 16d 16 16d 8725 9855 9855 4565 7520 8275 8275 3835 6
6 x 12 - 14 THDH612 HGUS5.50/12 5-1/2 11 4 56 16d 20 16d 9935 9935 9935 5180 8345 8345 8345 4355 6 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
6-3/4 x 9 - 14-1/2 THDH6710 -- -- 6-7/8 8-13/16 4 46 16d 12 16d 8260 8260 8260 3490 6935 6935 6935 2930 6, F18, D2
6-3/4 x 11 - 18 THDH6712 -- -- 6-7/8 10-13/16 4 56 16d 14 16d 9845 9845 9845 5225 8270 8270 8270 4390 6 6-3/4 x 13 - 20-1/2 THDH6714 -- -- 6-7/8 12-13/16 4 66 16d 16 16d 9845 9845 9845 6810 8270 8270 8270 5835 6
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 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
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
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. New products or updated product information are designated in red.
Joist /Truss Size
USPStock No.
Dimensions Fastener Schedule2,3
Header Truss
CodeRef.
Allowable Loads (Lbs.)
Roof
DF-L / SP S-P-F
Roof
D
H
W
2 1/2˝Raised dimple allows
30˚ to 45˚ nailing
See EWP applications pages 121-124.
2 1/2˝
4˝
H
W
THDH
Materials: 12 gaugeFinish: G90 galvanizing
Options: See Specialty Options Chart.Codes: ESR-1881,FL821, FL9835,
Dade County, FL 06-0921.05
Installation:• Use all specified fasteners. See ProductNotes, page 10.• 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
Add SK, angle required,and right (R) or left (L),
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
Specialty Options Chart – refer to Specialty Options pages 201 to 202 for additional details.
Some model designs may varyfrom illustration shown
USP2141-091
Pla
ted
Tru
ss
1-800-328-5934 • www.USPconnectors.com 167
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Heavy-Duty Truss Hangers – THDH series
Pla
ted T
russ
1-800-328-5934 • www.USPconnectors.com168
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Floor Uplift1 Floor Uplift1
Ref. No. W H Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%
2 x 6 - 8 HUS26 HUS26 16 1-5/8 5-7/16 14 16d 6 16d 2635 3030 3295 1925 2260 2600 2810 1615
2 x 8 - 10 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 -- -- 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 red.
CodeRef.
6, F18, D2
Joist /Truss Size
USPStock No.
SteelGauge
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 HUS hanger series offers double shear nailing. USP’spatented dimple allows for 30° to 45° nailing through thejoist into header, resulting in higher loads and less nailing.Extended 3˝ deep seat provides extra truss bearing.
Materials: 16 gaugeFinish: G90 galvanizingCodes: ESR-1881, FL9835,
Dade County, FL 06-0921.05
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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.
See EWP applications pages 121-124.
Typical HUSinstallation
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
Installation:• Use all specified fasteners. See Product Notes, page 10.
Butterfly Hanger – CLPBF
HUS
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 1-1/2 815 815 815 215 6, F7, D11
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
Allowable Loads (Lbs.)
Roof
DF-L / SPHeader Joist
Fastener Schedule2
Double shear nail designfeatures fewer nails and
faster installation
Uses standard length nails
Slant Nail Truss Hangers – HUS series
USP2141-091
Pla
ted
Tru
ss
1-800-328-5934 • www.USPconnectors.com 169
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Adjustable Strap Hangers – MSH series
H
B
WD
MSH
continued on next page
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 combination installations. 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 & 07-1114.11
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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 headerface nail holes filled, and four top flange nails filled. The strap must wrap over the top at least 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 top atleast 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
Double shear nail designfeatures fewer nails and
faster installation
Uses standard length nails
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 -- -- 16 10d 4 10d x 1-1/2 1825 2100 2200 595 1570 1805 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 -- -- 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 2830 2920 2960 1320
top-min 4 2 10d 6 10d 2025 2025 2025 -- -- 1700 1700 1700 -- --
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 10, F16
top-min 4 2 16d 6 16d 2735 2735 2735 -- -- 2295 2295 2295 -- -- 130
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 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 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 red.
2 22 5-3/16 MSH424 -- -- 3-5/8
MSH418 THA418
3-9/16
3-9/16
MSH413 THA413
10-3/8
10-3/8
Roof Roof
2x Lumberor
Trusses MSH29 THA29
10-13/16
1-5/8 2-1/4 8-3/4 5
12-3/4 5
1-5/8 2-1/4 16-3/4 5
1-5/82x Lumber
orTrusses
MSH213 THA213 2-1/4
23
THA2182x Lumber
orTrusses
THAI222 1-5/8 1-3/42x Lumber
orTrusses
MSH222
MSH218
MSH318
MSH322 THAI322
-- --
1-3/4 MSH213-2
MSH218-2 THA218-2
-- -- 3-1/8
3-1/8
1-3/4
1-3/4
1-3/4
1-3/43-1/8
18
22-1/22-9/16
2-9/16
1-3/4
1-3/4
1-3/4
17-3/4
22-1/4
14
16
16
14
16
7-13/16
10-1/16
10-1/16
14-3/16(2) 2x Lumber
orTrusses
2-1/2˝ wideFloor
Trusses
2-1/2˝ wideFloor
Trusses
(2) 2x Lumberor
Trusses
(2) 2x Lumberor
Trusses
3-9/16
3-1/2˝ wideFloor
Trusses
3-1/2˝ wideFloor
Trusses
3-1/2˝ wideFloor
Trusses16 MSH422 THA422
MSH222-2 THA222-2
3-5/8
14 7-5/8
7-5/8
7-5/8
17-1/2
21-1/2
221-3/4 9-13/16
3-5/8 1-3/4 26 8
7-1/4 22-1/82 11
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 THAC422
3-1/2˝ wideFloor
Trusses
Fastener Schedule2,3Dimensions
DF-L / SP
Allowable Loads (Lbs.)
S-P-FHeader JoistJoistMaterial& Width
USPStock No.
MountingConditionSt
eel G
auge
18
18
18
18
18
18
16
16
16
16
CodeRef.
10, F2,F16, D12
10, F2,F16, D12
10, F2,F16, D12
10, F2,F16, D12
10, F2,F16, D12
10, F2,F16, D12
10, F2,F16, D12
10, F2,F16, D12
10, F2,F16, D12
10, F2,F16, D12
10, F2,F16, D12
10, F2,F16, D12
10, F16
D9
10, F16
1-800-328-5934 • www.USPconnectors.com170
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Plated Truss chart
continued on next page
Adjustable Strap Hangers – MSH series continued
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 -- -- 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 -- -- 18 10d 4 10d 2445 2700 2700 785 2065 2125 2165 660
top-max 4 6 10d 4 10d 2915 2985 3015 785 2065 2125 2165 660
top-min 4 2 10d 4 10d x 1-1/2 2425 2425 2425 -- -- 2035 2035 2035 -- --
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 -- -- 16 10d 4 10d 1825 2100 2200 595 1570 1750 1790 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 -- -- 16 10d 4 10d x 1-1/2 1825 2100 2200 595 1570 1805 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 2110 2165 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 x 1-1/2 1825 2100 2200 595 1570 1805 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 -- -- 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 -- -- 36 10d 66 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 -- --
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 -- --
top-max 4 8 16d 6 16d 3855 3855 3855 1715 3050 3235 3235 1440 10, F16
top-min 4 2 16d 6 16d 2735 2735 2735 -- -- 2295 2295 2295 -- -- 10
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 red.
10, D9
10, F16
CodeRef.
10, F2,F16,D12
10, F2,F16,D12
10, F2,F16,D12
10, F2,F16,D12
10, F16
10, F16
10, F16
10, F2,F16,D12
10, F2,F16,D12
10, F2,F16,D12
10, F16
10, F16
16 THAC422
1-3/4
7-5/8
3-5/8 1-3/4
3-9/16 1-3/4 THA418 16
1-3/4
2-3/8 1-3/4
3-9/16
2-9/16 1-3/4
2
3-9/16 1-3/4
10-7/16
22-7/8
16-11/16 4-15/16
10-3/4
18 10-3/8
22 9-13/16
17-1/2
14 7-5/8
Roof
1-3/4 23
Header Joist
8-11/16 4-15/16
10-13/16
THA426 THAC426
12-11/16 4-15/161-3/4
14 3-5/8
2-1/4
Ste
el G
auge
JoistMaterial& Width
DF-L / SP
USPStock No.
MountingCondition
Roof
Allowable Loads (Lbs.)Fastener Schedule2,3
S-P-F
Dimensions
1-3/4
1-3/4˝ LVLor
I-Joist MSH179 -- -- 18
MSH1713 -- -- 18
1-13/16
1-13/16
1-3/4 MSH1718 -- -- 18 1-13/16
1-3/4 18-1/8
MSH1722 THAI1.81/22 18
MSH2318 -- -- 18 2-3/8
1-13/16
3-1/2˝ LVLor
I-Joist MSH413
3-1/2˝ LVLor
I-Joist MSH418
3-1/2˝ LVLor
I-Joist
2-1/2˝ wideI-Joist
MSH322 THAI322 18 22-1/2 10-3/8
21-1/2 7-5/8
8
5-3/1622
26
3-1/2˝ LVLor
I-Joist MSH422 THA422 16
3-1/2˝ LVLor
I-Joist MSH422IF
3-1/2˝ LVLor I-Joist
MSH426 MSH426IF
22-5/8 10-7/16
MSH318 -- -- 18 2-9/16 1-3/4
MSH2322 THAI3522 18
1-3/4˝ LVLor
I-Joist
1-3/4˝ LVLor
I-Joist
1-3/4˝ LVLor
I-Joist
2-1/2˝ wideI-Joist
2-5/16˝ wideI-Joist
2-5/16˝ wideI-Joist
1-5/8
MSH424 -- -- 16 3-5/8
THA413 16
1-1/2˝ wideI-Joist
MSH222 THAI222 18
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 -- -- 16 10d 4 10d x 1-1/2 1825 2100 2200 595 1570 1805 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 -- -- 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 2830 2920 2960 1320
top-min 4 2 10d 6 10d 2025 2025 2025 -- -- 1700 1700 1700 -- --
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 10, F16
top-min 4 2 16d 6 16d 2735 2735 2735 -- -- 2295 2295 2295 -- -- 130
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 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 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 red.
Stee
l Gau
ge
USP2141-091
1-800-328-5934 • www.USPconnectors.com 171
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Adjustable Strap Hangers – MSH series continued
I-Joist, LVL, LSL, & PSL chart
continued on next page
Pla
ted T
russ
1-800-328-5934 • www.USPconnectors.com172
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Drive nailsat angle
Left skewRight skew
MSH213L/R Skewed Truss Hanger
Top Floor Uplift1Floor Uplift1
Ref. No. W D H B Qty Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%
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 red.
130
130
CodeRef.
Roof
Ste
el G
auge
Dimensions Fastener Schedule2,3 Allowable Loads (Lbs.)
DF-L / SP S-P-F
MountingCondition
Roof
Header
22
16
16
-- --
MSH2622-2 -- -- 5-3/8 1-3/4
4-5/8˝ wideI-Joist
4-5/8˝ wideI-Joist
MSH2322-2
JoistMaterial& Width
USPStock No.
9-1/4
9-1/4
Joist
Face
4-3/4 1-3/4 22
I-Joist, LVL, LSL, & PSL chart
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
Installation:• Use all specified fasteners. See Product Notes, page 10. • Web stiffeners are required for I-Joist installations.
Floor Uplift1Floor Uplift1
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. New products or updated product information are designated in red.
CodeRef.
10,F26
Top Face Roof Roof
Header Joist
Fastener Schedule2,3
DF-L / SP
Allowable Loads (Lbs.)
S-P-F
2x Lumberor
Trusses MSH213L/R -- -- 18
JoistMaterial& Width
USPStock No.
SteelGauge
MountingCondition
Typical MSH213L installationleft skew
Typical MSH213R installationright skew
13 1/4˝
1 5/8˝
1 3/4˝
5˝
MSH213L
Adjustable Strap Hangers – MSH series continued
Back side withstraps bent over
AdditionalStrapping
for High Uplift
MP Framing Angle pg. 65-66
Bend over
Girder
Truss
LSTA Strap Tie pg. 74-76
Top view right shown
AdditionalStrapping
for High Uplift Back view shown
USP2141-091
Pla
ted
Tru
ss
1-800-328-5934 • www.USPconnectors.com 173
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Severely Skewed Hangers – MSSH series
Top Floor Uplift1Floor Uplift1
Ref. No. W D H B Qty Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%
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 red.
Ste
el G
auge
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.
Materials: 18 gaugeFinish: G90 galvanizing
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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 1580
4 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. New products or updated product information are designated in red.
CodeRef.
130
Fastener Schedule2
USPStock No.
SteelGauge
Roof
S-P-FDF-L / SP
Allowable Loads (Lbs.)1
GirderTruss
Roof
Girder Truss
Carrying Member
Hip
Carried Member
MSSH217L/R -- -- 18 Optional Construction: Parallel to Grain Loading in Hanger Seat
1 10d x 1-1/2
1 10d x 1-1/2
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
Pla
ted T
russ
1-800-328-5934 • www.USPconnectors.com174
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Upift
Ref. No. Qty Type Qty Type 100% 115% 125% 160%
DF-L 530 530 530 530
SP 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. New products or updated product information are designated in red.
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
Allowable Loads (Lbs.)1
3 3/8˝
3 1/2˝
3 1/2˝
The SNP3 Skewed Nail Plate is designed and tested for connectingsquare cut corner jack trusses at skews from 45˚ to 90˚.
Materials: 16 gaugeFinish: G90 galvanizingCodes: ESR-2104, FL820, L.A. City RR 25745
Installation:• Install specified fasteners from bend line outfrom each end. Not all nail holes will be filled.• Attach to the supported truss on the acuteangle side so the SNP3 runs behind the end ofthe jack.• Set jack truss against supporting truss and nail on exposed flange.• Bend angle only once.• 8d common nails may be substituted for 8d x 11/2˝ nails with noreduction in load. Typical SNP3 installation
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
USP2141-091
1-800-328-5934 • www.USPconnectors.com 175
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Breakfast Nook Hangers – BN series
Pla
ted
Tru
ss
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 160 lbs. at 160% for DF-L/SP and 140 lbs. at 160% for S-P-F. New products or updated product information are designated in red.
CodeRef.
12, F13
Dimensions
USPStock No.
SteelGauge
Roof
Carried Member
per Mono Truss
Fastener Schedule3,4
DF-L / SP
Allowable Loads (Lbs.)2
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-2757, FL819
Installation:• Use all specified fasteners. SeeProduct Notes, page 10.• 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 & 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.
Codes: ESR-2756, FL817, FL571, Dade County, FL 07-0214.20
Installation:• Use all specified fasteners. See Product Notes, page 10.
Typical HJC/HTHJinstallation
continued on next page
Pla
ted T
russ
1-800-328-5934 • www.USPconnectors.com176
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
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 4 terminal HTHJ24-18 -- -- 18 3 10 10d 5 3 10d 1140 1310 1425 865 980 1125 1225 730
2 x 6 terminal HTHJ26-18 -- -- 18 5 16 16d 7 5 16d 2190 2520 2740 1790 1870 2155 2340 1505
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. New products or updated product information are designated in red.
Fastener Schedule
Carrying Member3
CodeRef.
USPStock No.
SteelGauge
Roof
Allowable Loads (Lbs.)2
DF-L / SP S-P-F
Roof
130
11, F13
Carried Member
11, F6,F12, D3
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 continued
Typical GT2T4Binstallation
USP2141-091
Pla
ted T
russ
1-800-328-5934 • www.USPconnectors.com 177
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®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 2000S-P-F 1980 2275 3330 3830 4850 5580 2000
DF-L / SP 2505 2880 4370 5025 4985 5730 2000S-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 2000DF-L / SP 5200 5980 8860 10190 10020 11520 2000
S-P-F 4560 5245 7560 8695 9260 9925 2000DF-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 2000S-P-F 6080 6995 9630 9925 9630 9925 2000
DF-L / SP 2505 2880 4370 5025 4985 5730 2000S-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 2000DF-L / SP 3465 3985 5905 6790 6680 7680 2000
S-P-F 3040 3495 5040 5795 6175 7000 2000DF-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 2000S-P-F 4560 5245 7560 8695 9260 10650 2000
DF-L / SP 6855 7885 11795 13565 14860 14860 2000S-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 2000DF-L / SP 9140 10515 15725 18085 19155 19465 2000
S-P-F 7990 9190 13370 13750 13455 13750 2000DF-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 2000S-P-F 3995 4595 6685 7685 9720 11175 2000
DF-L / SP 5200 5980 8860 10185 10020 11525 2000S-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 2000DF-L / SP 6930 7970 11810 13580 13360 15365 2000
S-P-F 6080 6990 10080 11590 12345 13090 2000DF-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.
2 ply
4 ply
5 ply
GT2T2B
GT2T2BH
GT2T3B
GT2T4B
GT2T6B
GT2T8B
GT3T3B
GT3T3BH
GT2T6BH
GT3T4B
GT3T4BH
GT3T6B
GT3T6BH
GT4T8B
GT5T8BH
GT4T4B
GT4T4BH
GT4T6B
GT4T6BH
GT3T8B
-- --
THGB2
THGBH2
-- --
-- --
-- --
THGB3
-- --
THGBH3
THGBH4
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
3 7
3 7
3 7
3 7
7
3
3 7
3 7
3 7
3 7
7
3 7
3 7
3 7
3 7
3
9-1/4
9-1/4
9-1/4
19
19
9-1/4
9-1/4
9-1/4
9-1/4
22
7
3 7
3 7
3
9-1/4
9-1/4
9-1/422
5-1/2
22-1/4 5-1/2
7
3
9-1/4
9-1/4
4-1/2
4-1/2
4-1/2
5-1/2
4-1/2
4-1/2
9-1/4
9-1/4
9-1/4
9-1/4
9-1/4
5-1/2
22
22-1/4
26-1/4
5-1/2
19
25
6
30-1/4 6
6
5-1/8
5-1/8
5-1/8
7-1/4
3-7/16 7-1/4
6
3-7/16
7
7-1/4
3-7/16
3-7/16
6-1/2
6-1/2
6-1/2
5-1/8
5-1/8
6-1/2
5-1/8
8-1/8
6
6
22
26-1/4
19
22-1/4
22
26-1/4
6-1/2
25
30-1/4
6
6
6
7-1/2
7
7
7-1/4
7-1/4
7-1/2
7-1/2
9-1/4
1 Ply 2 Ply
6
6
6
7-1/2
WoodSpecies
7-1/2
3 Ply
Supporting Member
Allowable Loads (Lbs.)
16d
Fastener Schedule1,2
Supporting Truss Supported Truss
BoltDia.
12
12
Steel Gauge
SupportedMember
USPStock No.
Dimensions
BackPlate
3-7/16
3-7/16
6
6
16d
2 16d
4 16d
6 16d
2 16d
3
6 16d
4 16d
4 16d
16d
12
12
12
16d
4 16d
3 16d
3 16d
12
3/4
1
8 16d
6 16d
8 16d
8 16d
6
16d
16d -- -- 3 7 3-7/16 12
6
6 9-1/4 6
4
86
3 7 5-1/8 7-1/4 25 9-1/4
26-1/4
9-1/4
9-1/4
8 16d
3 ply
GT3T8BH -- -- 3 7 5-1/8 7-1/4
12
12
12
12
12
12
12
12
12
12
12
12
12
12
3/4
1
3/4
3/4
3/4
1
3/4
3/4
1
3/4
1
3/4
1
3/4
1
3/4
1
3/4
1
CodeRef.
130
130
130
10, F16
10
130
10
130
130
10
10, F16
10, F16
10
10
10
10, F16
10, F16
10
10
10
10, F16
The GT primarily hangs girder trusses off other girder trusses, although a wide varietyof other heavy-duty installations apply.
Materials: See chartFinish: USP primer
Options: All models available in LVL sizes, use M in place of T, as in GT2M4B.Codes: ESR-1831, FL822
Installation:• Use all specified fasteners. See Product Notes, page 10.• Minimum heel height is 91/4˝ for GT hangers.
continued on next page
Pla
ted T
russ
1-800-328-5934 • www.USPconnectors.com178
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
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 2000S-P-F 1480 1705 2495 2870 3055 3515 2000
DF-L / SP 3385 3895 5870 6750 6625 7620 2000S-P-F 2965 3410 4995 5745 6115 7035 2000
DF-L / SP 5105 5870 8820 10145 9945 11435 2000
S-P-F 4475 5145 7510 8635 9185 10565 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.
-- --
3 ply skewed 45°
-- --
2 ply terminal hip
1 Ply
THMA
THMA-2
*GT2T2BSKL/R
*GT2T4BSKL/R
GTD1T1H3B
GTD1T2H3B
*GT3T6BSKL/R
3
3 -- --
-- --
-- --
-- --
3
1 ply terminal hip
1 ply hip & jack
*GTS1T1H3BSKL/R
*GTS1T1H4BSKL/R
*GTS1T2H3BSKL/R
3
2 ply hip & 1 ply jack
Supporting Member
Allowable Loads (Lbs.)1Dimensions Fastener Schedule2
SupportingTruss
Supported Truss Supported Hip
WoodSpecies
2 Ply 3 Ply
3
19
19
22
22
199-1/4
3
7
7
7
7
7
7
7
7
22
22
22
3-7/16
3-7/16
5-1/8
1-5/8
1-5/8
1-5/8
1-5/8
1-5/8
1-5/8
3-7/16
-- --
-- --
-- --
1-5/8
9-1/4
9-1/4
1-5/8
3-7/16
-- --16d -- --
8
6
**4-1/2
**4-1/2
**4-1/2
**4-1/2
**4-1/2
-- --
4 10d x 1-1/2
16d
10d x 1-1/2
-- --
4
12
4 10d x 1-1/2
10d x 1-1/2
10d x 1-1/2
4
4
4
5-1/2
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 1-1/25
3
5-1/2
5-1/2
5-1/2
4
3
5-1/2
9-1/4
9-1/4
9-1/4
12
3
4-1/2
4-1/2
4-1/2
7-1/4
7-1/4
BackPlate
3
SteelGauge
SupportedMember
USPStock No.
6 2 ply
skewed 45°
3 12 -- --
3/4
16d -- --3/4
5
7
4
Stra
p
130
CodeRef.
3/4
3/4
3/4
3/4
3/4
3/4
BoltDia.
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
2 x 6 Min.
Typical GTU40installation
USP2141-091
Pla
ted
Tru
ss
1-800-328-5934 • www.USPconnectors.com 179
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®High Uplift Girder Truss Hangers – GTU & 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 2000S-P-F 1480 1705 2495 2870 3055 3515 2000
DF-L / SP 3385 3895 5870 6750 6625 7620 2000S-P-F 2965 3410 4995 5745 6115 7035 2000
DF-L / SP 5105 5870 8820 10145 9945 11435 2000
S-P-F 4475 5145 7510 8635 9185 10565 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
W15˝
16˝
GTWS3T
The GTU and GTWS series girder-to-girder hangers feature high uplift capacities alongwith high gravity load ratings.
GTU – Utilizes bolting through the vertical member of the supported truss, which spreadsthe load more effectively throughout the multiple truss members.
GTWS – Low profile version, which utilizes USP’s WS3 Wood Screw, shown on page 22.
Materials: See chartFinish: GTU – USP primer; GTWS – G90 galvanizingCodes: ESR-2757, FL819, FL578, FL6223,
Dade County, FL 07-1003.10
Installation• Use all specified fasteners. See Product Notes, page 10.• WS Wood Screws are included with hangers where specified.• GTU40 and GTU80 shall be installed to a minimum 2x6 vertical member of a girder trusshaving a maximum 2x8 bottom chord.• GTU100 shall be installed to a minimum 2x8 vertical member of a girder truss having amaximum 2x8 bottom chord.• GTWS2T shall be installed to a minimum 2x4 vertical member of a girder truss with norestriction on the size of the bottom chord.• GTWS3T shall be installed to a minimum 2x6 vertical member of a girder truss with norestriction on the size of the bottom chord.• GTWS4T shall be installed to a minimum 2x8 vertical member of a girder truss with norestriction on the size of the bottom chord.
Uplift1
Ref. No. W1 W2 H D Qty Qty Qty Nails 100% 115% 125% 160%
2 Ply 6250 6250 6250 8335
3 Ply 6250 6250 6250 8335
2 Ply 8435 9700 10545 10000
3 Ply 9270 10660 10665 10000
2 Ply 8530 9810 10660 10000
3 Ply 9335 10665 10665 10000
GTWS2T -- -- 10 3-1/4 -- -- 16 4 22 -- -- WS3 16 -- -- -- -- -- -- WS3 2 Ply 6730 7740 8415 7835
GTWS3T -- -- 10 4-7/8 -- -- 16 5 28 -- -- WS3 24 -- -- -- -- -- -- WS3 2 Ply 8570 9855 10710 11750
GTWS4T -- -- 10 6-1/2 -- -- 16 5 28 -- -- WS3 24 -- -- -- -- -- -- WS3 2 Ply 8570 9855 10710 11750
1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Bolts shall conform to ASTM A 307 or better. 3) GTU series 3/4˝ girder bolts and GTWS WS3 wood screws require a minimum 3˝ wood penetration. 4 WS3 wood screws are 1/4˝ x 3˝ long and are included with the GTWS hangers. 5) All bolts of the GTU hangers shall be installed in the vertical member satifying all code spacing requirements. 6) The wood screws of the GTWS hangers may be installed in both vertical and horizontal members. New products or updated product information are designated in red.
CodeRef.
Dimensions Fastener Schedule3 Allowable Loads (Lbs.)
Supporting Truss DF-L / SP
No. ofPlys
USPStock No.
SteelGauge
Supported Truss
BoltDia. 2,5
WoodScrews4,6
WoodScrews4,6
BoltDia.2,5
3/4 8 10d GTU40 -- -- 7 6 5 3/4 -- --3-1/4 5-1/2 22-1/2 2
GTU80 -- -- 7 4-7/8 -- -- 2 3/45-1/2 25-1/2 6 6
8 25-1/2 6
3/4
6 3/4 GTU100 -- -- 7 7 -- -- 2 3/4 8
F26
10d -- --
12, F13
12, F9,F13, D8
8 10d -- --
-- --
H
DW1
14˝
W2
GTU100
H
DW1
14˝
W2
GTU40
W14˝
16˝
GTWS2T
Bolts must be ordered separately. See page 20
for available sizes.
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
Pla
ted T
russ
1-800-328-5934 • www.USPconnectors.com180
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
F1
Typical STCinstallation
W1
1 1/4˝ slots
W2
W1
1 1/8˝
H
W2
4 3/8˝
2˝
The STC provides uplift resistance by securing trusses to top plates.Slotted nail holes allow for horizontal movement as scissor trusses deflect.
Materials: 12 gaugeFinish: G90 galvanizingCodes: ESR-2756, FL817
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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. New products or updated product information are designated in red.
11,F12
Allowable Loads (Lbs.)
DF-L / SP S-P-F
CodeRef.
USPStock No.
SteelGauge
Dimensions Fastener Schedule2
Truss Plate
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 11, F12 (2) 3 x 2 FTC32-2 -- -- 18 2-1/16 2-1/2 3 10 10d x 1-1/2 680 590 11, F12
FTC1 -- -- 18 3-1/2 3-1/16 1-1/2 10 10d 865 750 11, F12
FTC1F -- -- 18 3-1/16 -- -- 4-3/8 10 10d 865 750 11 FTC2 -- -- 18 3-1/2 3-1/16 3 10 10d 865 750 11, F12
FTC2F -- -- 18 3-1/16 -- -- 4-3/8 10 10d 865 750 11
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
Fastener Schedule2,3
STC
Typical FTC 2 plymetal web truss installation
Floor Truss Clips – FTC series
The Floor Truss Clip efficiently transfers loads between floor truss plys.The FTC slides easily onto the top or bottom chord and provides a guideto help position and support the second truss during assembly.
Materials: 18 gaugeFinish: G90 galvanizingCodes: ESR-2756, FL817
Patents: #5,653,079
Installation:• Use all specified fasteners. See Product Notes, page 10.• The truss designer must determine the number of clips and spacingbetween units according to concentrated load conditions and uniformloading requirements.
FTC
Scissor Truss Clips – STC series
Typical FTC2Fretrofit installation
Typical FTCinstallation
F1
F2
Typical SBP standardinstallation
USP2141-091
1-800-328-5934 • www.USPconnectors.com 181
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Supplementary Bearing Plates – SBP series
Pla
ted
Tru
ss
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
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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 1085
3˝ or more 20 10d 1390 1630 1295 1170 1370 1085
2-7/8˝ or less 28 10dx1-1/2 1390 1630 1295 1170 1370 10853˝ 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. New products or updated product information are designated in red.
10,F16
Top Sides
Truss
CodeRef.
Plate
4 10d
4 10d
Fastener Schedule1,4
DF-L / SP S-P-F
Allowable Loads (Lbs.)2,3
USPStockNo.
SteelGauge
Dimensions
JoistThickness
SBP4 TBE4
SBP6 TBE6
16
16
2 1
2 1
3-1/2 3-1/4
5-1/2 3-1/4
10d
10d
8
8
W
L
D
H
SBP tab up
Typical SBP alternateinstallation
2˝
1 1/4˝
2 3/4˝
TR1
Pla
ted T
russ
1-800-328-5934 • www.USPconnectors.com182
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
F1
F2
1 7/8˝
2 1/2˝
2 11/16˝
Typical TR2 installation
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
TR2
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-2756, FL817
Installation:• Use all specified fasteners. See Product Notes, page 10.
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
ZC6 Z6 12 1-1/2 5-9/16 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. New products or updated product information are designated in red.
10d x 1-1/2 10d x 1-1/2
10d x 1-1/2 10d x 1-1/2
CodeRef.
SteelGauge
USPStock No.
Dimensions Fastener Schedule1
Header Blocking
Slotted design allows truss to deflect without imposingload on wall below.
Materials: See chartFinish: G90 galvanizing
Installation:• Use all specified fasteners. See Product Notes, page 10.• Do not fully set nails.• Locate nails into the center of slots.
Typical ZC installation
Roof Truss Ties – TR series
USP2141-091
Pla
ted
Tru
ss
1-800-328-5934 • www.USPconnectors.com 183
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Truss Field Splice Kits – FS & FSS series
Typical FSS installation
Typical FS installation
Allowable Loads (Lbs.)1
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 52402 x 10 8320 7565 6510
2 x 6 9995 9690 7820
2 x 8 13390 12615 104802 x 10 14130 14725 12140
2 x 6 9995 9690 78202 x 8 13390 12615 10480
2 x 10 16640 15125 13020
2 x 6 14120 14540 117302 x 8 14145 14740 13070
2 x 10 14130 14725 130752 x 6 14990 14540 11730
2 x 8 20085 18920 15720
2 x 10 21770 22670 195302 x 6 4995 4845 3910
2 x 8 6695 6305 52402 x 10 7195 7565 6030
2 x 6 4995 4845 39102 x 8 6695 6305 5240
2 x 10 8320 7565 6510
2 x 6 9995 9690 78202 x 8 13390 12615 10480
2 x 10 14130 14725 121402 x 6 9995 9690 7820
2 x 8 13390 12615 10480
2 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˝
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
8
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
8
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 10.• 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
Pla
ted T
russ
1-800-328-5934 • www.USPconnectors.com184
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
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
73.19º
Side view
Truss Brace & Spacer (Stabilizer™) – ST24H
TSX multi-unit spacer
USP2141-091
Pla
ted
Tru
ss
1-800-328-5934 • www.USPconnectors.com 185
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Truss Spacers – TS & TSX series
Transfers lateral loads from girder truss into bearing walls.
Materials: See chartFinish: USP primerCodes: ESR-2576, FL817
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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 TS24 -- -- 22 24˝ 2' 1
TSX16 TSF2-16 22 16˝ 8' 6
TSX19 -- -- 22 19.2˝ 8' 5 TSX24 TSF2-24 22 24˝ 10' 5
1) TSX spacers are shipped folded.
CodeRef.
120
JoistWidth
1-1/2
SectionsPer Piece
USPStock No.1
SteelGauge
O. C.Spacing
OverallLength
TS single-unit spacer
TS24
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
Ref. No. Qty Type 160% 160% 160% 160%
LDSC4L/R -- -- 14 8 10d x 1-1/2 1640 1640 1425 1425 11
DSC4L/R DSC4R/L-SDS3 3 32 WS3 4965 4945 4270 4250 11, F12
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.
CodeRef.
Fastener Schedule2,3
USPStock No.
SteelGauge
Allowable Tension Loads (Lbs.)1
DF-L / SP S-P-F
Pla
ted T
russ
1-800-328-5934 • www.USPconnectors.com186
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
• 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. 167
Filler Blocking
GT4T6BHpg. 177
Filler Blocking
THDH28-2pg. 167
Filler blockinstallation
Wood filler blocking used forsupported member width less
than hanger width.
(Blocking to be designed bytruss designer or
engineer 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. 91
Alternate Installations
USP2141-091
Bridging – N & O seriesM
iscella
neou
s
187
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
W
L
N
12˝ 16˝ 19.2˝ 24˝ 30˝ 32˝ 36˝ 42˝ 48˝
7-1/4 -- --N16/O16
O16E/O40-- -- -- -- -- -- -- -- -- -- -- -- -- --
9-1/4 N16N16/O16
O16E/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/N5618 N27 N27/N30 N30 N36 N36/N42 N42 N42/N48 N48/N54 N54/N56
20 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
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 (2001 National Design Specification for WoodConstruction; Section 4.4). Bridging units should be installed in pairs at intervals of 8´.Bridging pairs should form an “X” between joists; leave a slight space between theunits to avoid noise-generating contact. Follow specific installation instructions below forparticular models.• 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 O installation
W
L
O
Typical N installation
Ref. No. W L Qty Type
N16 LTB20 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
O16E -- -- 22 1 44 4 8d x 1-1/2 16
O40 LTB40 22 3/4 39-3/4 4 8d x 1-1/2 16 5
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.
USPStock No.
SteelGauge
Fastener Schedule1
120
CodeRef.
5
JoistSpacing O.C.
Dimensions
Joist Installations
1-800-328-5934 • www.USPconnectors.com
Mis
cell
an
eou
s
1-800-328-5934 • www.USPconnectors.com188
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®Bridging – BRN, G, MB16, & MBG series
W
L
G & MBG
W
L
BRN
BRN – Nail-on bridging. Spans two joists and can be installed after subfloor is in place.
G & MBG – Grip tooth bridging. Features special teeth which grip joists and provide easysingle-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
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 (2001 National Design Specification for WoodConstruction; Section 4.4). Bridging units should be installed in pairs at intervals of 8´.Bridging pairs should form an “X” between joists; leave a slight space between the unitsto avoid noise-generating contact. Follow specific installation instructions below for particular models.• G & MBG – May be installed before or after sheathing. Position the unbent end of thebridging unit near the top of the joist and drive prongs into wood with a hammer blow tothe heel of the bent end. Wedge bent end near the lower edge of the opposite joist, setteeth into wood with hammer blow. Nail holes are provided at the bent end if prongs aredamaged during installation. Fully seat nails to avoid any movement against the bridgingand subsequent floor noise.• BRN – Fasten with (2) 8d x 11⁄2˝ nails at each end. Fully seat nails to avoid any movement against the bridging and subsequent 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
continued on next page
Joist Size Ref. No. W L Qty Type
2 x 8 12 BRN812 -- -- 16 1 12-1/2 4 8d x 1-1/2 2 x 10 12 BRN1012 -- -- 16 1 13-3/8 4 8d x 1-1/2
2 x 12 12 BRN1212 -- -- 16 1 14-3/8 4 8d x 1-1/2
2 x 14 12 BRN1412 -- -- 16 1 16-7/16 4 8d x 1-1/2 2 x 16 12 BRN1612 -- -- 16 1 19-7/8 4 8d x 1-1/2 120
2 x 8 16 BRN816 -- -- 16 1 16 4 8d x 1-1/2 2 x 10 16 BRN1016 -- -- 16 1 17 4 8d x 1-1/2
2 x 12 16 BRN1216 -- -- 16 1 18-1/2 4 8d x 1-1/2
2 x 14 16 BRN1416 -- -- 16 1 18-3/4 4 8d x 1-1/2 2 x 16 16 BRN1616 -- -- 16 1 19-7/8 4 8d x 1-1/2
2 x 8 24 BRN824 -- -- 16 1 23-7/8 4 8d x 1-1/2 120 2 x 10 24 BRN1024 -- -- 16 1 24-1/4 4 8d x 1-1/2
2 x 12 24 BRN1224 -- -- 16 1 24-7/8 4 8d x 1-1/2 2 x 14 24 BRN1424 -- -- 16 1 25-5/8 4 8d x 1-1/2
2 x 16 24 BRN1624 -- -- 16 1 26-1/2 4 8d x 1-1/2
2 x 8 12 G812 NC2X8-12 18 15/16 11-3/4 1 8d x 1-1/2 2 x 12 12 G1212 NC2X12-12 18 1-5/16 14 1 8d x 1-1/2
2 x 8 16 G816 NC2X8-16 18 15/16 15-9/16 1 8d x 1-1/2 2 x 12 16 G1216 NC2X12-16 18 1-5/16 17-1/4 1 8d x 1-1/2
2 x 14 16 G1416 NC2X14-16 18 15/16 18-7/16 1 8d x 1-1/2
2 x 16 16 G1616 NC2X16-16 18 15/16 19-5/8 1 8d x 1-1/2 2 x 8 24 G824 -- -- 18 1-5/16 23-1/2 1 8d x 1-1/2
2 x 10 24 G1024 NC2X10-24 18 1-5/16 24 1 8d x 1-1/2 2 x 12 24 G1224 NC2X12-24 18 1-5/16 24-3/4 1 8d x 1-1/2
2 x 14 24 G1424 NC2X14-24 18 1-5/16 25-5/8 1 8d x 1-1/2
2 x 16 24 G1624 NC2X16-24 18 15/16 26-5/8 1 8d x 1-1/2
Joist
Spacing O.C.2DimensionsUSP
Stock No.Steel
GaugeCodeRef.
Fastener Schedule1
5
5
5
USP2141-091
Mis
cella
neou
s
1-800-328-5934 • www.USPconnectors.com 189
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Typical ICPL516-TZinstallation
Typical G & MBGinstallation
Step 1
Typical ID4,KNS1, & PL4installation
Protection Plates – ICPL series, KNS1, & PL4
Step 2
W
H
Ref. No. W H Qty Type
ICPL58 PSPN58 1/16 8-1/16 5 4 8d or prongs
PL4 NS2 1/16 2 5 -- -- prongs KNS1 NS1 1/16 1-1/2 3 -- -- prongs
CodeRef.
100
DimensionsUSPStock No.
SteelThickness
Fastener Schedule1
W
H
KNS1
ICPL58
PL4
WH
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.
Joist
Spacing O.C.2USP
Stock No.Steel
Gauge
Dimensions CodeRef.
5
Fastener Schedule1
Typical ICPL58installation
DF-L / SP S-P-F
Ref. No. W H Qty Type 160% 160%
Sill Plate 12 16d + prongs 1355 1160Double Top Plate 16 16d + 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 PSPN516Z 1/16 16-1/4
H
W
ICPL516-TZ
Bridging – BRN, G, MB16, & MBG series continued
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 10.• 16 gauge steel conforms to protection shield platerequirements of the National Electrical Code andInternational Plumbing Code.
Mis
cell
an
eou
s
1-800-328-5934 • www.USPconnectors.com190
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®Wall Bracing – RWB, S, 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).
S360 & S361 – Heavier construction and unique design make these models the easiest and fastest to install in the industry. Pre-tapered ends wrap over the top plateand under the bottom plate. No saw kerfs or notching necessary.
S365, S366, & S367 – T-style bracing.
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, FL816, FL822
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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.• S365, S366, & S367 – 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 bracingto mark studs (the 9´ 3˝ length at 60° or the 11́ 33⁄4˝ length at 45°. Cut a single 1⁄2˝ deepsaw kerf into the studs and plates on the marked line. Insert bracing web into the sawkerf and nail the bracing to the studs with (2) 8d common nails in each intersecting studand plate.• S360 & S361 – Use with 16˝ o.c. studs. Install one brace at each end of a wall section,not exceeding 25 feet, in an opposing “V” pattern.
Steps: Square the panel. Straighten any kinks in bracing caused by handling. Lay the bracing on the panel with 3˝ overhanging both the top and bottom plate. Secure the bracing to each stud with an 8d nail. Wrap ends around the top and bottom plates and nail in place to each plate (3) 8d nails: (2) 8d nails into wide face end, (1) 8d nail into narrow face. Important: the ends must be wrapped around the top and bottom plates to pass code requirements.
Typical RWB, WBinstallation
WB
Typical WBC / WBTinstallation
WBC
W1
9/16˝
L
WBT
continued on next pagecontinued on next page
USP2141-091
Mis
cella
neou
s
1-800-328-5934 • www.USPconnectors.com 191
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Typical STS1installation
Typical SFPinstallation
30˝ SFP30
ideal for 6fence posts
W1L
Ref. No. W1 W2 L Qty Type Qty Type
RWB96 WB106C 16 1-1/4˝ -- -- 9' 6˝ 15 8' 60° 4 8d 1 8d 10 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 18 7/8˝ 1˝ 9' 5-3/4˝ -- -- 8' 60° 2 16d 1 8d
WBC12 CWB126 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 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 S365 -- -- 20 2˝ -- -- 9' 3˝ -- -- 8' 60° 2 8d 2 8d
S366 -- -- 20 2˝ -- -- 11' 3-3/4˝ -- -- 8' 45° 2 8d 2 8d
S367 -- -- 20 2˝ -- -- 14' 2˝ -- -- 10' 45° 2 8d 2 8d S360 -- -- 16 2˝ -- -- 10' -- -- 8' 60° 3 8d 2 8d
S361 -- -- 16 2˝ -- -- 12' -- -- 8' 45° 3 8d 2 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.
10,F16
5,F11,R6
Fastener Schedule2
W1
L
7/16˝
S365, S366, & S367
S360 & S361
Dimension
Ref. No. Description W Qty Type
STS1 -- -- 16 Single Stud 1-9/16 10 10d x 1-1/2
STS2 -- -- 16 Double Stud 3-1/16 12 10d STS3 -- -- 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˝.
130
USPStock No.
SteelGauge
Fastener Schedule1,2CodeRef.
W
5˝
2 5/8˝
2 1/2˝
STS
Wall Bracing – RWB, S, WB, WBC, & WBT series continued
SMP SFP
Ref. No.
SFP30 FPBS44 SMP FPBM44
SMPR -- --
USPStock No.
CodeRef.
120
Stud Shoes – STS series
Stud shoes reinforce joists, plates, studs, or rafters whichhave been drilled or notched during construction.
Materials: 16 gaugeFinish: G90 galvanizing
Installation:• Use all specified fasteners. See Product Notes, page 10.• STS units are not structurally rated and should not beused as a total member replacement in structural applications.• For use with 2˝ O.D. pipe.
Fence Post Connectors – SFP & SMP series
Take the work out of fence post installation and repair with theSpeedpost, SFP series, and Speedmender, SMP series. TheSpeedpost is used to install fence posts without digging post holes orpouring concrete. The Speedmender plates act as reinforcementbrackets for rotted or damaged fence posts.
SFP – Available for nominally sized posts only. The SFP30 is for 6´fence posts.
SMP – Available for nominally-sized posts (SMP) or rough/ full sizelumber (SMPR).
Materials: 13 gaugeFinish: PaintPatent: #7,152,841
Installation:• Step-by-step installation instructions are labeled onto each product.
Mis
cell
an
eou
s
1-800-328-5934 • www.USPconnectors.com192
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®Fence Brackets – ERB24, FB, FC & FRB series
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 &FB16-TZ
Ref. No. Qty Type Qty Type
PRT2 PGT2Z-R 16 1 1/4˝ 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.
Materials: See chartFinish: G-185 galvanizing
Installation:• Use all specified fasteners. See Product Notes,page 10.
Pipe Rail Tie – PRT2
Use the PRT2-TZ to quickly connect 2˝ (2 3 ⁄ 8˝ outside diameter) vertical pipe posts to wood fence rails.
Materials: 16 gaugeFinish: G-185 galvanizing
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-TZ installation
Rail Size Ref. No W H
2 x 4 ERB24-TZ -- -- 20 1-1/2 3-9/16
1 x 4 FB14-TZ -- -- 20 3/4 3-1/2
1 x 6 FB16-TZ -- -- 20 3/4 5-3/8 2 x 3 FB23-TZ -- -- 20 1-9/16 2-3/8
2 x 4 FC24-TZ FB24Z 20 1-9/16 3-3/8 2 x 4 FRB24-TZ -- -- 20 1-9/16 3-9/16
CodeRef.
120
USPStock No.
SteelGauge
Dimensions
USP2141-091
Deck Tie Bracket – DTB-TZ seriesM
iscella
neou
s
1-800-328-5934 • www.USPconnectors.com 193
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
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.
Allowable Loads (Lbs.)
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.
Materials: 14 gaugeFinish: G-185 galvanizing
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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 galvanizing
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. E Qty 100% 160% 100% 160%
DTB-TZ DTT2Z 1/2 1-1/4 8 WS15-GC 1840 1890 1505 1590 130
1) WS15-GC Wood Screws are 1/4" dia. x 1-1/2" long and are included with DTB-TZ Deck Tie-Backs. New products or updated product information are designated in red.
Fastener Schedule1
Rod / BoltAnchor Dia.
USPStock No.
WoodScrews
Allowable Tension (Lbs)
S-P-FDF-L / SP CodeRef.
NEW
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.
Mis
cell
an
eou
s
1-800-328-5934 • www.USPconnectors.com194
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
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.
Materials: 20 gaugeFinish: G-185 galvanizing
Installation:• Use all specified fasteners. See Product Notes, page 10.• 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 1-1/2 120
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.
Materials: 13 gaugeFinish: paint
Patents: #7,152,841
Installation:• Use all specified fasteners. See Product Notes, page 10.
Post Size Ref. No. Qty Lag Bolts
4 x 4 BD FPBB44 13 3 1/4" x 1-1/2"
USPStock No.
SteelGauge
Fastener Schedule
BD
Bolt Down – BD
Typical BDinstallation
USP2141-091
Concealed Stringer Hanger – CSH-TZM
iscella
neou
s
1-800-328-5934 • www.USPconnectors.com 195
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
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.
Materials: 18 gaugeFinish: G-185 galvanizing
Patents: Pending
Installation:• Use all specified fasteners as indicated.• 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 -- -- 18 8 10d x 1-1/2 5 10d x 1-1/2 890 890 890 390 745 745 745 310 130
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. New products or updated product information are designated in red.
CodeRef.
Allowable Loads (Lbs.)Fastener Schedule2
USPStock No.
SteelGauge
DF-L / SP S-P-F / Hem FirHeader Joist
CSH-TZ
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 10.• 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" Lag Screws SCA9-GC -- -- 6 WS15-GC
SCA10-TZ TA10Z 8 1/4˝ x 1-1/2" Lag Screws
SCA10-GC -- -- 8 WS15-GC
1) Loads assume rise over run of 7/11. 2) WS15-GC Wood Screws are 1/4˝ x 3˝ long.
12
Fastener Schedule2
2,F20,R12
CodeRef.
USPStock No.
SteelGauge
335
450
9
10
12
GOLDCOAT
AVAILABLE IN
Typical SCA9-TZinstallation
Typical SCA10-TZinstallation
IMPROVED
DESIGN
Mis
cell
an
eou
s
1-800-328-5934 • www.USPconnectors.com196
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Gazebo Hub Plates – CH series
Typical CH installation
CH5
Ref. No. Description
CH5 -- -- 16 5 sided 4/12 120
USPStock No.
SteelGauge
RoofPitches
CodeRef.
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 10. Typical PCP44
installation
Dimension
Ref. No. W Color
4 x 4 PCP44 -- -- 3-5/8 Gray 6 x 6 PCP66 -- -- 5-5/8 Gray
1) Not available in rough or full lumber sizes.
Post /
Column Size1USP
Stock No.CodeRef.
120PCP66
WW
Gazebo hub plates join rafters at gazebo roof peaks. The CH plate eliminates the need for complicated plumb cuts. Simply square cut 2x2,2x3, or 2x4 rafters and bolt.
Materials: 16 gaugeFinish: G90 galvanizing
Installation:• Use 5⁄16˝ carriage bolts to fasten CH plate to 2x rafters. See ProductNotes, page 10.• Hub plates can not be modified.
USP2141-091
Mis
cella
neou
s
1-800-328-5934 • www.USPconnectors.com 197
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Hoist Plates – T series
Materials: 22 gaugeFinish: G90 galvanizing
Installation:• Use nails appropriate for intended use. See Product Notes,page 10.• 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˝
3˝
4 5/16˝10 15/16˝
9 1/2˝
30º
Typical T10/T11installation
Typical T15Xinstallation
Ref. No. Qty Type
T10 -- -- 14 10 8d common 800
T11 -- -- 12 10 8d common 800 T15X -- -- 14 10 8d common 800
1) Minimum nail penetration shall be 1-5/16˝ for 8d nails.
130
CodeRef.
Max Load(Lbs.)
USPStock No.
SteelGauge
Minimum Fastener Schedule1
(2) T15X plates shown
3˝
1 1/2˝
6 15/16˝
5 1/2˝
Engineered with a reinforced collar around thehoist hole for added strength.
Materials: See chart
Installation:• Fill all nail holes that align with wood.
T15X T10/T11
Wall Ties – WT22
1 ˝ spacebetweenbrick and sheathing
Typical WTinstallation
Mis
cell
an
eou
s
1-800-328-5934 • www.USPconnectors.com198
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
Insulation Supports – IS series
Typical PCinstallation
Provides 1/8˝ gap
Plywood Clips – PC series
1 1/2˝1 1/8˝
3/4˝
DC1
Simply pushinto place
Drywall clips or “stops” help support drywall or wood panelingand reduce wood blocking on top plates, end walls, and corners.
Materials: 20 gaugeFinish: G90 galvanizing
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.
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.
Ref. No. With PC Without PC
24 PC38 PSCL 3/8 20 24 20 3/8 124 PC716 PSCL 7/16 20 24 24 7/16 1
32 PC1532 PSCL 15/32 20 32 28 15/32 1
32 PC12 PSCL 1/2 20 32 28 1/2 140 PC1932 PSCL 19/32 20 40 32 19/32 2
40 PC58 PSCL 5/8 20 40 32 5/8 248 PC34 PSCL 3/4 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.
Maximum Span1Span
Rating1
USPStock No.
SteelGauge
CodeRef.
120
PlywoodThickness (Inches)
PC'sPer Span
PC
PC – Steel plywood clips. All models feature embossed dimples toprovide 1/8˝ gap.
Materials: 20 gaugeFinish: G90 galvanizing
Drywall Clip – DC1
Typical DC1installation
USP2141-091
Mis
cella
neou
s
1-800-328-5934 • www.USPconnectors.com 199
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Ref. No. W L
PRPL1 -- -- 20 1-11/16 4-15/16 PRPL2 -- -- 20 1-11/16 7-3/8
PRPL3 -- -- 20 3-3/8 4-15/16
PRPL4 -- -- 20 3-3/8 7-3/8 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
DimensionsUSPStock No.
SteelGauge
CodeRef.
Mending Plates – NP & NPA series
Mending Plates – PRPL & TPP series
Typical Mending Plate installation
Typical KSCT68 installation
The Corner Tie secures three-way wood-to-woodconnections. Handy for building workbenches, utilitytables, or shelving using 2x4 lumber.
Materials: 14 gaugeFinish: G90 galvanizing
Installation:• Use (12) #10 panhead screws to fasten the KSCT68to wood framing.
6˝
2˝
8˝
KSCT68
Corner Tie – KSCT68
NP – Flat, nail-on plates.
NPA – Flanged, nail-on plates.
Materials: 20 gaugeFinish: G90 galvanizing
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.
L
W 3/4˝
NPA
NP
Dimensions
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 NP413 -- -- 20 4-1/8 13 78
NP57 TP57 20 5-3/4 7 59
NP415 -- -- 20 4-1/8 15 90 NPA37 TPA37 20 3-3/8 7 42
NPA39 TPA39 20 3-3/8 9 54
NPA311 -- -- 20 3-3/8 11 66 NPA57 TPA57 20 5 7 59
NPA59 -- -- 20 5 9 76
USPStock No.
SteelGauge
Number ofNail Holes
120
CodeRef.
Typical Mending PlateinstallationTPP
PRPL
TPP – Prong plates with straight prongs.
PRPL – Prong plates with angled, hammer-in prongs.
Materials: See chartFinish: G90 galvanizing
Installation:• These products are not intended for structural use. No load ratingsare assigned. These plates are not intended for use in truss assembly.
Mis
cell
an
eou
s
Man
uf.
Hou
sin
g
1-800-328-5934 • www.USPconnectors.com200
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
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-2756, FL817
Installation:• Use all specified fasteners. See Product Notes, page 10.
MTHF259252 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 3805 "P" nails 5 "P" nails 295 340 370 470
6 "P" nails 6 "P" nails 355 405 445 565
10 "P" nails 4 "P" nails 590 680 740 38016 "P" nails 4 "P" nails 945 1085 1180 380
10 "P" nails 4 "P" nails 590 680 740 38016 "P" nails 4 "P" nails 945 1085 1180 380
10 "P" nails 4 "P" nails 590 680 740 340
16 "P" nails 4 "P" nails 945 1085 1180 34020 "P" nails 4 "P" nails 1415 1430 1430 340
10 "P" nails 4 "P" nails 590 680 740 34016 "P" nails 4 "P" nails 945 1085 1180 340
20 "P" nails 4 "P" nails 1415 1430 1430 340
10 "P" nails 4 "P" nails 590 680 740 34016 "P" nails 4 "P" nails 945 1085 1180 340
20 "P" nails 4 "P" nails 1415 1430 1430 34010 "P" nails 6 "P" nails 600 690 750 575
16 "P" nails 6 "P" nails 960 1105 1200 57524 "P" nails 6 "P" nails 1440 1655 1800 575
10 "P" nails 6 "P" nails 600 690 750 575
16 "P" nails 6 "P" nails 960 1105 1200 57524 "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. New products or updated product information are designated in red.
CodeRef.
130
11, F12
DF-L / SP
2-1/2
2-1/2 11-1/8
9-1/8 2-1/2 1-1/8
2-1/2 1-1/8
MTHF25925 MMLUI39 20
MMLUI311 20 MTHF25112
18 -- -- -- --1-9/16 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
3-1/16
3-1/16
6-3/4
5-1/4
1-1/4
1-1/4
1-9/16
1-9/16
1-9/16
1-1/4
20
MMLU26-2 18
18
JN210E
JN26-2
JN28-2
MMLU26
MMLU28
MMLU210
MMLU28-2
Allowable Loads (Lbs.)
Roof
JN26E
JN28E
20
20
2
2
MRT7 -- --
Header Joist
Fastener Schedule1,2,3
USPStock No.
SteelGauge
Dimensions
USP2141-091
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com 201
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®Specialty Options & General Notes
USPSeries Width S
kew
ed (M
axim
um)
Slo
ped
Seat
(Max
imum
)
Slo
ped
/ Ske
wed
Slo
ped
Top
Flan
ge (M
axim
um)
Top
Fla
nge
Offs
et
Sad
dle
Han
ger
Rid
ge H
ange
r (M
axim
um)
Inv
erte
d Fl
ange
Upl
ift
Wel
dabi
lity
USP
Ser
ies
Cat
alog
Pag
e R
efer
ence
BPH all 50º 45º • 45º • •125,
129-139
GHF all 50º 45º ••
width > 4-1/2˝• 142
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 175-176
HLBH all 50º 45º • 45º • • 45º • •126,
131-139
HUS all•
width > 2-1/4˝•
89, 91-95,119, 123, 167
HWUH all 45º 45º • • • • 108-109
KB all • •97,
100-102
KEG all 45º 45º • 143 KGB all • • 144
KGH all 45º • 31
KGLS all 50º 45º • 30º • • • • 148 KGLST all • • • 148
KGLT all 50º 45º • 45º • • • • 145 KHB all • • 97, 101
KHGB all • • 144
KHGLS all 50º 45º 30º • • • • 148 KHGLST all • • • 148
KHGLT all 50º 45º • 45º • • • • 145
KHHB all • •97,
101-102,144
KHW all 84º 45º • 35º • • 45º •99,
101-102
KLB all • 97,100
KLEG all 45º 45º • • 143 KMEG all 45º 45º • • 143
LBH all 50º 45º • 45º • • 45º • •126,
131-139
LSSH all 45º 45º • • 141
MPH1
all 60º 45º • •110-111,127-139
NFM all 45º • 112
PH1
all 84º 45º • 35º • • 45º •127-130,
133
PHI1all 84º 45º • 35º • • 45º •
127-131,133-135
PHM1 all 84º 45º • 35º • • 45º • 127-139
PHX1
all 84º 45º • 35º • • 45º •127-128,131-139
PHXU1
all 60º 45º • 35º • • • •127-129,131-139
SKH all 45º • 104-105
SKHH all 45º • 104-1051-3/4˝ or less 67-1/2º
> 1-3/4˝ 50º
SW1 all 84º 45º • 35º • • 45º • 99, 100-101
SWH1 all 84º 45º • 35º • • 45º • 99, 100-102
THDH all 45º 45º • •120,
123-124,167
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 PH hanger skewed, left shown, Type B illustration on page 203.
118,121-122
90-96, 118,122-124
98,100-102
88, 91-96
120,123-124,
166 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, NA20D, and NA25Dnails are supplied 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.
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com202
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
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.
USP2141-091
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com 203
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
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
Type A(bevel cut required)
Specify angle
Typical PH hangerskewed, left shown
Type B
Typical PH hangerskewed, left shown
Type A(bevel cut required)
Plumbheight
Specifyangle
Joistheight
Typical BPH hangersloped seat,down shown
Typical BPH hangersloped down,
skewed right, lowside flush shown
Typical LBH 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.
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.• 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.
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.• Similar to face mount skewed/sloped hanger, refer to
illustration on page 202: 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.
continued on next page
Solid Top Flange Hanger Specialty Details
EW
PH
an
gers
1-800-328-5934 • www.USPconnectors.com204
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®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 LBH hangersloped seat, down
shown
Typical LBH hangersloped down, skewed
right, low sideflush shown
Typical LBH hangerridge, top
flange slope
Typical PH hangersaddle option
Typical LBH hangerskewed right, sloped
down, top flange sloped
Typical LBH hanger topflange offset,right shown
Specify angle
high side flush
low side flushcenter flush
Typical LBH 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.
USP2141-091
Welded Top FlangeE
WP
Han
gers
1-800-328-5934 • www.USPconnectors.com 205
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
Typical Top Flangewelded installation
Continuous weld alongback of top flange
Typical Top Anglewelded installation
Typicalsee chart
PH, PHI, SW 3˝
BPH, PHM, SWH 4˝ KLB, KHW, PHX, PHXU 6˝
HLBH, KHGLT 10˝
Weld shall be distributed evenly.
KB, KHB, LBH, 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 tall enough to sup-port the top chord of the I-Joist to eliminateweb stiffener requirements on solid sawn orjoists with web stiffeners. The THF hangermust be a minimum of 60% of the joist 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
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 KCB1010 X SKH28R/L X AB126-HDG X KCB1212 X SKH210R/L X X X
AB128-HDG X PA44 X BP1 X PA44E X X HHCP2 X
BP12 X PA46 X LFTA6 X
BP58 X PA46E X X RT3A X X BP582 X PA66 X RT4 X X
BP583 X PA66E X X RT5 X X BP78 X PAU44 X X RT7 X X
HBPS12 X PAU46 X X RT8A X
HBPS34 X PAU66 X X RT7A X X LBP12-TZ X PAU88 X X RT10 X X
LBP34-TZ X WAS44 X RT15 X X LBP58-TZ X WAS46 X RT16A X X
LBPS12-TZ X WAS66 X RT16-2 X X
LBPS58-TZ X WE44 X A3 X N8-GC X WE46 X AC5 X
N8C-GC X WE66 X AC7 X X N10-GC X AC9 X X
N10C-GC X BC400 X JA1 X
N16C-GC X C44 X X MP34 X X NA11 X X C46 X MP4F X
NA16D X C66 X MP5 X NA20D X EPCM4416 X MP7 X X X
NA21 X EPCM4616 X MP9 X X
NA25 X KCC44 X MPA1 X X X NA250 X KCC46 X
NA9D X KCC64 X KRPS22 X THR125-HDG X KCC66 X L6 X X
THR126-HDG X KECC44 X MSTA9 X
THR128-HDG X KECC46 X MSTA12 X X THR5816-HDG X KECC64 X MSTA15 X
WS15-GC X KECC66 X MSTA18 X X PB44-6TZ X X MSTA21 X
FA3 X PB66-6TZ X X MSTA24 X X
PA18 X PBC44-TZ X MSTA30 X PA28 X PBC66-TZ X MSTA36 X X
PA35 X PBES44 X X PS218-HDG X ST1-TZ X PBES66 X X PS418-HDG X
ST2-TZ X PBS44 X X PS720-HDG X
TA51 X PBS66 X X RS150 X TA71 X PCM44 X T6 X X
TDL5 X PCM4416 X TDX2 X PCM46 X LTW12 X
PCM4616 X LTW18 X HTA20 X PCM66 X MTW12 X
HTA24 X PCM6616 X MTW16 X
MTW20 X X SPT4 X JL24IF-TZ X
SPT6 X JL26IF-TZ X CSH-TZ X SPT22 X JL28IF-TZ X DC50-TZ X
SPT24 X JL210IF-TZ X ERB24-TZ X
SPTH4 X HUS28-2IF X FB14-TZ X SPTH6 X HUS210-2IF X FB16-TZ X
JUS24 X X X FB23-TZ X CBS44 X JUS26 X X X FC24-TZ X
CBSQ44-TZ X JUS26-2 X X X FRB24-TZ X
CBSQ46-TZ X JUS28 X X X ICPL58 X CBSQ66-TZ X JUS28-2 X ICPL516-TZ X
D44 X JUS28-3 X PRT2 X D46 X JUS210 X X X SCA9-GC X
D66 X JUS210-2 X X X SCA9-TZ X
EBG44-TZ X JUS210-3 X SCA10-GC X KCB44 X JUS44 X SCA10-TZ X
KCB46 X JUS46 X SDJT14-TZ X KCB48 X LSSH15-TZ X X SDPT5-TZ X KCB66 X LSSH210 X X SDPT7-TZ X KCB68 X LSSH31 X KCB88 X SKH26R/L X X X
Joist Hangers
Holdowns / Foundation Anchors
Miscellaneous
Twist Straps
Fasteners / Anchors Column / Post Bases
Hurricane / Seismic Anchors
Straps
Column / Post Bases
Stud Plate Ties
Column / Post Caps
Joist Hangers
Embedded Truss Anchors
Corrosion Resistant Products©
Co
pyrig
ht 2009 U
SP
Stru
ctural C
on
necto
rs®
Corr
osio
nP
rote
cti
on
206 1-800-328-5934 • www.USPconnectors.com
USP2141-091
Notes
207
©C
op
yrig
ht
2009
US
PS
tru
ctu
ral C
on
nec
tors
®
1-800-328-5934 • www.USPconnectors.com
Notes
1-800-328-5934 • www.USPconnectors.com208
©C
op
yrigh
t 2009 US
PS
tructu
ral Co
nn
ectors
®
USP2141-0911-800-328-5934 • www.USPconnectors.com 209
Specification Tools©Copyright2006USPStructuralConnectors®
• Contains all USP literature in a printable .pdfformat.• CAD Menu Program and Drawing Librarydownloads.• Quick and Easy literature ordering.• Register on-line at Web Site WatchRegistration and automatically receive productupdates through your e-mail.
• Install a new USP Drop Down Menu in yourAutoCAD menu bar (AutoCAD r14, AutoCAD 2000,
2000i, 2002, 2004, 2005).• Import scalable USP product drawings directly into
your details or section drawings.• Available in 3-view format; top, front, and
side where applicable.
• CAD Library contains illustrationsin .DXF and .DWG formats.• Find drawings quickly by USPStock No. or Reference No.
Comprehensive Web Site
CAD Menu Program
CAD Library
uspconnectors.com
USP DECK DESIGNER
get your newdeck started
Deck Designer lets you examine all the possibilities,size, shape, multiple levels… if you can imagine it,Deck Designer can help you visualize it and plan for it.
Deck Designer guides you through a series of easy-to-answer questions that will help you determinehow to build your best deck.
And when you’re done, Deck Designer gives you anextensive specification kit that shows your deckideas in 3-D and from all sides. It also helps youwork smarter by providing an installation checklist,a detailed lumber cut list and a materials shoppinglist so you get everything you need in one trip.
Installation Detail High Wind Detail
3-View Product Detail
IRC Wall Bracing Option Detail Quick Connect Project Detail
Customer Service/Technical Assistance:
Phone: 1-800-328-5934
Fax: 1-507-364-8762
CORPORATE OFFICE14305 Southcross Drive - Suite 200
Burnsville, Minnesota 55306
Phone: 1-800-328-5934
Fax: 1-952-898-8683
MANUFACTURINGMontgomery, Minnesota
Livermore, California
Largo, Florida
Thornhill, Ontario
WAREHOUSESHouston, Texas
Lumberton, New Jersey
©2009 United Steel Products Company
USP 2141-091
USP MANUFACTURING& WAREHOUSE FACILITIES