Installation Notes - USP Connectors

Product Catalog 

57 th Edition

Table of Contents 

Corrosion Information ............7-8 

Design Notes ..................11 

Installation Notes ...............12 

Product Information ................9 

Product Notes .................10 

Reference Number Index .........6 

USP Index ................... 4-5 

Fasteners 

Section Overview .............13 

Bearing Plates .................20 

Nails. . . . . . . . . . . . . . . . . . . . . . 14-15 

Wood Screws .............. 16-19 

LumberLok Screws ..............20 

Concrete & Masonry Connectors 

Section Overview .......... 21-22 

Mechanical & Adhesive Anchors ...... 

. . . . . . . ................... 23-26 

Anchor Bolts ............... 31-33 

Concrete Form Ties & Wedge. . . . . 30 

Foundation Anchors ......... 33-35 

Laminated Beam Seats ..........36 

Masonry Metals ............. 27-29 

Adjustable Support Posts ..... 37-39 

Holdowns 


Concrete Angles ...............46 

Foundation Straps ........... 46-49 

Holdowns .................. 41-44 

Purlin Anchors .................50 

Tension Ties ..................45 

Caps & Bases 


Column Bases .............. 55-56 

Column Caps ............... 60-63 

Composite Post Bases ..........59 

Elevated Post Bases ............54 

Post Anchors ...............52, 55 

Post Caps ................. 57-59 

Wet Post Anchors ..............53 

Angles & Straps 


Coiled Strapping ...............76 

Framing Clips .................75 

Framing Plates & Angles .... . .66-70, . 

72-73 

Header Hangers ...............75 

Lateral Joist Connectors .........72 

Masonry Straps ............. 84-85 

Ornamental Connectors .........74 

Straps .................74, 77-80 

Stud Plate Ties ................71 

Twist Straps ................81 -82 

Wood Foundation Straps. . . . . . . . . 83 

Hangers 


Face Mount Hangers ......... 88-96 

Hanger Selector Guide ..........87 

Masonry Hangers ......... 106-109 

Top Mount Hangers. . . . . . . . . 97-102 

Slope & Skew Hangers ..... 103-105 

Panel & Purlin Hangers ..... 110-112 

EWP Hangers 

Section Overview ........ 113-115 

Adjustable Connectors .........143 

EWP Hanger Selector Guide ....113 

EWP Installation Guide ..... 116-117 

Face Mount Hangers ....... 118-123 

Glulam Hangers .......... 145-150 

Slope/Skew Hangers ...........144 

Top Mount Hangers. . . . . . . . 124-14 2 

Truss & Rafter Tiedowns 

Section Overview ............151 

Truss Anchors ................152 

Girder Tiedowns .......... 154-156 

Hurricane Gusset Angles .......158 

Rafter Ties ............... 160-162 

Moisture Barrier Plates .........152 

Uplift Girder Ties ..............153 

Hurricane Retro-Fit Connector ....159 

Masonry Uplift Connector .......157 

Plated Truss 

Section Overview ........ 163-164 

Alternate Installations ..........182 

Blocking Supports .............179 

Drag Strut Connectors. . . . . . . . . . 181 

Girder Truss Hangers ...... 174-176 

Hip/Jack Connectors ....... 172-173 

Roof Truss Ties ...............179 

Skewed Truss Hangers ..... 170-171 

Supplemental Bearing Plates ....178 

Truss Clips .............. 176-177 

Truss Hangers ............ 165-169 

Truss Spacers ............ 180-181 

Miscellaneous 

Angles ......................201 

Bolt Down ...................189 

Bridging ................. 183-184 

Closet Rods ..................202 

Concealed Stringer Hanger ......194 

Corner Tie ...................204 

Deck Clip ....................185 

Deck Ties ...................193 

Deck Tie Back ................192 

Drywall Clip ..................197 

Fence Brackets ...............190 

Fence Post Connectors .........188 

Fence Rail Hanger ............196 

Hardy Frame ............. 206-209 

Insulation Supports ............203 

Mending Plates ...............198 

Nail Plates ...................198 

Pipe Rail Ties ................191 

Plastic Post Caps .............204 

Plywood Clips ................197 

Protection Plates ..............186 

Ridge Rafter .................199 

Shelf Brackets ................203 

Stair Angles ..................195 

Step Flashing ................196 

Stud Shoes ..................189 

Tough Tie Products ........ 199-200 

Wall Bracing .................187 

Wall Ties ....................201 

Manufactured Housing .......205 

Lateral Systems ......... 206-209 

Specialty Options ............210-213 

Corrosion Resistant Products .. 

. . . . . . . . . . . . . . . . . . . . . . . . 214-215 

© Copyright 2013 USP Structural Connectors ® 

WARRANTY 

MiTek USA, Inc. (“MiTek”) warrants its USP catalog Products to be free from material 

defects in manufacture and design, and further warrants that they will perform within the 

design limitations of its published building code approvals for the applications described, 

when properly installed and maintained. These warranties do not cover Product 

deterioration due to environmental conditions, Products that have be modified or damaged, 

improperly installed or used outside of published design limitations or for other applications. 

In the event any Product is shown to not conform to these warranties, USP’s sole 

obligation, and Customer’s sole and exclusive remedy, shall be, at USP’s option, to replace 

the non-conforming product or refund the full purchase price paid by Customer to USP 

therefor. USP MAKES NO OTHER PRODUCT WARRANTIES, EXPRESS OR IMPLIED, 

OF ANY KIND, AND PARTICULARLY EXCLUDES ANY IMPLIED WARRANTY OR 

MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. IN NO EVENT 

SHALL USP BE LIABLE FOR INCIDENTAL, CONSEQUENTIAL OR SPECIAL DAMAGES, 

REGARDLESS OF THE LEGAL THEORY OF RECOVERY, EVEN IF IT WAS AWARE OF 

THE POSSIBILITY OF SUCH DAMAGES. IN ANY CASE, USP’s MAXIMUM LIABILITY 

SHALL NOT EXCEED THE PURCHASE PRICE PAID BY CUSTOMER FOR THE NON- 

CONFORMING PRODUCT. Some states restrict consequential or other liability damage 

limitations, so some of the above limitations may not apply to you. MiTek reserves the right 

to change this warranty periodically. Consult MiTek’s website www.uspconnectors.com or 

contact MiTek for a current warranty statement. 

2 

1-800-328-5934 • www.USPconnectors.com

The Original Connector Company! 

 

HARDY 

FRAME ® 

United Steel Products (USP) is the leading 

manufacturer of structural connectors and 

hardware for the building industry. Our legacy 

of innovation dates back to 1933 when the original 

timber connectors were conceived and standardized. 

Over the years USP has grown by combining some 

of the most innovative and recognizable structural 

brands into one “UNITED” company that spans 

the world. Our lineage includes such brand names 

as Teco ® , Silver, Lumberlok, Kant-Sag ® , 

Hughes, SEMCO, Covert, and Renown. 

As of March, 2011 USP has been a part of MiTek 

Industries, Inc., which is a subsidiary of Warren Buffet’s 

Berkshire Hathaway. Since, USP has expanded 

its product offering to include the following leading 

brands: Hardy Frame ® shear wall system, Zone4 ® 

Tie-down system, and Sapphire software suite. 

With our rich heritage and solid DNA combined with 

MiTek’s extensive resources and unmatched software 

expertise, USP has become “the connector of choice 

for the building industry”. 

Give your customers a choice! 

Specify the Original - Specify USP! 

Better Technology. Better Building. 

A Berkshire Hathaway Company

USP Index 

* 

A3 Angle Clip . . . . . . . . . . . . . . . .69-70 

AB Anchor Bolts . . . . . . . . . . . . . . . .33 

ABP Anchor Bolts . . . . . . . . . . . . . . .33 

ABS12 Anchor Bolt Stabber . . . . . . .28 

AC Angle Clips . . . . . . . . . . . . . . .69-70 

Alternate Installations . . . . . . . . . .182 

ANJ44S Heavy Angles . . . . . . . . . . .72 

APB Post Base . . . . . . . . . . . . . . . . .54 

B Corner Reinforcements . . . . . . . . .73 

BC Post Caps . . . . . . . . . . . . . . . . . .58 

BD Bolt Down . . . . . . . . . . . . . . . . .189 

BL Corner Reinforcements . . . . . . . .73 

BN Breakfast Nook Hangers . . . . . .172 

BP Bearing Plates . . . . . . . . . . . . . . .20 

BPH Beam & Purlin Hangers . . . . . . . . 

. .124-125, 128-129, 132-136, 138-142 

C Post Caps . . . . . . . . . . . . . . . . . . . .58 

CBE Column Bases . . . . . . . . . . . . . .56 

CBSQ Column Bases . . . . . . . . . . . .55 

CMST Coiled Strapping . . . . . . . . . . .76 

CMSTC16 Coiled Strapping . . . . . . .76 

Corrosion Information . . . . . . . . . .7-8 

Corrosion Resistant Products 214-215 

CPB Composite Post Bases . . . . . . .59 

CR Concrete Reinforcing Rods . . . . .27 

CRE24 Coated Rebar . . . . . . . . . . . .29 

CRW Closet Rods . . . . . . . . . . . . . .202 

CRWFP Fluted Closet Rods . . . . . .202 

CRZ Closet Rods . . . . . . . . . . . . . . .202 

CRZFP Fluted Closet Rods . . . . . . .202 

CSH-TZ Concealed Stringer Hanger . . . 

. . . . . . . . . . . . . . . . . . . . . . . . . . . . .194 

D Post Anchors . . . . . . . . . . . . . . . . .55 

DC1 Drywall Clip . . . . . . . . . . . . . . .197 

DC50 Deck Clip . . . . . . . . . . . . . . .185 

DSC4 Drag Strut Connector . . . . . .181 

DT Standard Joist Hanger . . . . . .88, 92 

DTB Deck Tie Bracket . . . . . . . . . . .192 

DTUS Undersaddle Hangers . . . . . .111 

DUC Ductile Undercut Anchors . . . . .25 

EA Adhesive (CIA-EA) . . . . . . . . . . .24 

EBG44 Elevated Post Base . . . . . . .54 

EPB Elevated Post Bases . . . . . . . . .54 

EPBH Elevated Post Bases . . . . . . .54 

EPCM End Post Caps . . . . . . . . . . . .57 

ERB24 Fence Bracket . . . . . . . . . . .190 

EWP Hanger Selector Guide . . . . .113 

EWP Installation . . . . . . . . . . .116-117 

FA3 Foundation Anchors . . . . . . . . . .34 

FB Fence Brackets . . . . . . . . . . . . .190 

FC Fence Brackets . . . . . . . . . . . . .190 

FHD26 Panel Hanger . . . . . . . . . . . .110 

FPH24-TZ Fence Rail Hanger . . . . .196 

FRB Fence Brackets . . . . . . . . . . . .190 

FT Concrete Form Ties . . . . . . . . . . .30 

FTC Floor Truss Clips . . . . . . . . . . .177 

* 

GEL Epoxy (CIA-GEL Series) . . . . .23 

GHF Glulam Face Mount Hangers .146 

GT Girder Truss Hangers . . . . .174-175 

GTD Girder Truss Hangers . . .174-175 

* GTQ/GTQM Girder Truss Hangers .176 

GTS Girder Truss Hangers . . . .174-175 

GTWS Girder Truss Hangers . . . . .175 

Hanger Selector Guide . . . . . . . . . .87 

HBPS Bearing Plates . . . . . . . . . . . . 20 

HC520 Hurricane/Seismic Anchor160,162 

* HCPRS Rafter Ties . . . . . . . . .160, 162 

HD Face Mount Hangers . . . . . . . . . . . . 

. . . . . . . . . . . . . . . .90-96, 118, 122-123 

HDO Top Mount Hangers . . .97, 99-101 

HDQIF Inverted Flange Hangers . . . . . . 

. . . . . . . . . . . . . . . .90, 92-96, 119, 123 

* HFX Hardy Frame Panels & Brace 

Frames . . . . . . . . . . . . . . . . . . . . .206 

HGA Hurricane Gusset Angles . . . .158 

* HGU Girder Hangers . . . . . . . . . . . 145 

HH Header Hangers . . . . . . . . . . . . .75 

HHC Hip/Hip Connectors . . . . . . . . .173 

HHCP2 Hurricane/Seismic Anchor . . . . 

. . . . . . . . . . . . . . . . . . . . . . . . .160,162 

HJC Hip/Jack Connectors . . . . . . . .173 

HJHC Hip/Jack Connectors . . . . . . .173 

HL Light Gauge Purlin Hangers . .98-99 

HLBH Beam Hangers . . . . . . . . . . . . . . 

. . . . . . . . . . . . .126, 132-136, 138-142 

* 

* 

HPAHD Foundation Straps . . . . . .48-49 

HRS Strap Ties . . . . . . . . . . . . . .77, 79 

HTC4 Heavy Truss Clip . . . . . . . . . .179 

HTHJ Hip/Jack Connectors . . . . . . 173 

* 

HTP Strap Ties . . . . . . . . . . . . . . .77-78 

HTT Tension Ties . . . . . . . . . . . . . . . .45 

HTW Twist Straps . . . . . . . . . . . . .81-82 

HTWM Twist Straps . . . . . . . . . . . . . .85 

HUGT Girder Tiedowns . . . . . . . . . 156 

HUS Slant Nail Hangers . . . . . . . . . . . . 

. . . . . . . . . . . . .89, 91-95, 119, 123,167 

HWUH Top Flange Hangers . . 106-107 

ICPL Protection Plates . . . . . . . . . .186 

IS Insulation Supports . . . . . . . . . . .203 

JA Framing Angles . . . . . . . . . . . .69-70 

JDS Purlin Hangers . . . . . . . . . . . . .112 

JH Multi-Purpose Joist Hangers . . .102 

JL Standard Joist Hangers . . . . .88, 91 

JLIF Inverted Flange Hangers . .88, 91 

JN Power Nail Hangers . . . . . . . . . .205 

JN(E) Power Nail Hangers . . . . . . .205 

JNP Mending Plates . . . . . . . . . . . .198 

JP Adjustable Support Post . . . . . . . .37 

JPF Purlin Hangers . . . . . . . . . . . . .110 

JUS Slant Nail Joist Hangers .89, 91-95 

KB Hanger . . . . . . . . . . . . .97, 100-101 

KCBQ Column Bases . . . . . . . . . . . .56 

* 

* 

* 

* 

* 

KCCQ Column Caps . . . . . . . . . .60-63 

KECCQ End Column Caps . . . . .60-63 

KEG Glulam Beam Hangers . . . . . .147 

KGB Glulam Hangers . . . . . . . . . . .148 

KGLB Laminated Beam Seats . . . . .36 

KGLBT Laminated Beam Seats . . . .36 

KGLS Glulam Saddle Hangers . . . 150 

KGLST Glulam Saddle Hangers . . .150 

KGLT Glulam Beam Hangers . . . . .149 

KHGB Glulam Hangers . . . . . . . . . .148 

KHGLB Laminated Beam Seats . . . .36 

KHGLS Glulam Saddle Hangers . . .150 

KHGLST Glulam Saddle Hangers . .150 

KHGLT Glulam Beam Hangers . . . 149 

KHHB Glulam Hangers . . . . . . . . . .148 

KHL Corner Framing Angle . . . . . . . .73 

KHW Top Flange Hangers .98, 100-101 

KLB Hanger . . . . . . . . . . . . . . . . .97, 99 

KLEG Glulam Beam Hangers . . . . .147 

KMEG Glulam Beam Hangers . . . .147 

KNS1 Protection Plate . . . . . . . . . . .186 

KRPS Strap Ties . . . . . . . . . . . . . . . .80 

KSCT68 Corner Tie . . . . . . . . . . . . .204 

KST Strap Ties . . . . . . . . . . . . . . .77-79 

KSTI Strap Ties . . . . . . . . . . . . . .77, 79 

KTS Twist Straps . . . . . . . . . . . . .81-82 

L Straps . . . . . . . . . . . . . . . . . . . . . . .74 

LH Strap . . . . . . . . . . . . . . . . . . . . . . .74 

LL LumberLok Screws . . . . . . . . . . . .20 

LBP Bearing Plates . . . . . . . . . . . . . .20 

LBPS Bearing Plates . . . . . . . . . . . . .20 

LDSC4 Drag Strut Connector . . . . .181 

LFTA6 Twist Strap . . . .81-82, 160, 162 

LGU Girder Hangers . . . . . . . . . . . 145 

LJC-TZ Lateral Joist Connector . . . . 72 

LJQ Lateral Joist Connector . . . . . . . 72 

LPTA Embedded Truss Anchors . . 152 

LS Light Slope Hangers . . . . . . . . .105 

LSSH Slope/Skew Hangers . .103, 144 

LSTA Strap Ties . . . . . . . . . . . . . .77-78 

LSTAD Foundation Straps . . . . . .46-47 

LSTI Strap Ties . . . . . . . . . . . . . . .77-78 

LTS Tension Ties . . . . . . . . . . . . . . . .45 

LTTI31 Tension Tie . . . . . . . . . . . . . .45 

LTW Twist Straps . . . . . . . . . . . . .81-82 

LUGT Girder Tiedowns . . . . . . . . . .154 

MB16 Bridging . . . . . . . . . . . . . . . . .184 

MBG Bridging . . . . . . . . . . . . . . . . .184 

MGU Girder Hangers . . . . . . . . . . . 145 

ML Angles . . . . . . . . . . . . . . . . . . . . 201 

* 

* * 

MP Framing Angles . . . . . . . . . . .69-70 

MP34 Framing Angle . . . . . . . . . .66-67 

MPA1 Framing Angles . . . . . . . . .66-67 

* New Products 


4 


USP Index 


* 

* 

* 

* 

* 

MP_F Multi-Lateral Plate Ties . . .66-67 

MPH Masonry Hangers . .108, 126-141 

MRT7 Power Nail Hangers . . . . . . .205 

MSH Strap Hangers . . . . . . . . .168-169 

MSHL/R Skewed Truss Hangers . . .170 

MSSH Skewed Hanger . . . . . . .170-171 

MSTA Strap Ties . . . . . . . . . . . . . .77-78 

MSTAM Masonry Strap Tie . . . . . . . .84 

MSTC Strap Ties . . . . . . . . . . . . .77-79 

MSTCB Pre-Bent Strap . . . . . . . . . . .80 

MSTCM Masonry Strap Tie . . . . . . . .84 

MTHF Power Nail Hangers . . . . . . .205 

MTW Twist Straps . . . . . . . . . . . . .81-82 

MUGT15 Girder Tiedown . . . . . . . . .155 

MUS Slant Nail Joist Hangers . . . . . . . . 

. . . . . . . . . . . . . . . . . . . . . . .89, 91, 167 

N Bridging . . . . . . . . . . . . . . . . . . . .183 

NA Nails . . . . . . . . . . . . . . . . . . . .14-15 

NOP Moisture Barrier Plates . . . . . .152 

NP Nail Plates . . . . . . . . . . . . . . . . .198 

NSR Nail Stake . . . . . . . . . . . . . . . . .29 

O Bridging . . . . . . . . . . . . . . . . . . . .183 

Ornamental series . . . . . . . . . . . . . .74 

PA Post Anchors . . . . . . . . . . . . . . . .52 

PA Purlin Anchors . . . . . . . . . . . . . . .50 

PA(E) Post Anchors . . . . . . . . . . . . . .52 

PAHD Foundation Straps . . . . . . .48-49 

PAI Purlin Anchors . . . . . . . . . . . . . . .50 

PAU Post Anchors . . . . . . . . . . . . . . .52 

PB Post Caps . . . . . . . . . . . . . . . . . .58 

PBC Post Beam Corner . . . . . . . . . .59 

PBES Post Caps . . . . . . . . . . . . . . . .58 

PBS Post Caps . . . . . . . . . . . . . . . . .58 

PCM Post Caps . . . . . . . . . . . . . . . . .57 

PCP Plastic Post Caps . . . . . . . . . .204 

PHD Predeflected Holdowns . . . . . . .41 

PHDA Predeflected Holdowns . . . . . .41 

PHM Top Flange Hangers . . . . . . . . . . . 

. . . . . . . . . . . . . . . . .126-131, 133-141 

PHXU Top Flange Hangers . . . . . . . . . . 

. . . . . . . . . .126-129, 132-136, 138-142 

PL4 Protection Plate . . . . . . . . . . . .186 

Power- Stud HD5 . . . . . . . . . . . . . .26 

PRT Pipe Rail Ties . . . . . . . . . . . . .191 

PWFS24 Wood Foundation Strap . . .83 

RBC Roof Boundary Clip . . . . . . . . . .68 

RC Plywood Clips . . . . . . . . . . . . . .197 

RCD Rod Chair . . . . . . . . . . . . . . . . .28 

RCT Rod Chair . . . . . . . . . . . . . . . . .28 

RFUS Uplift Girder Tie . . . . . . . . . . .153 

RKS200 Kwik Strip Ties . . . . . . . . . . .30 

* 

* 

* 

* 

RP6 Retro Plate . . . . . . . . . . . . . . . . .29 

RR Ridge Rafter . . . . . . . . . . . . . . .199 

RS Coiled Strapping . . . . . . . . . . . . .76 

RSCH Post Anchor . . . . . . . . . . . . .55 

RSPT Stud Plate Ties . . . . . . . . . . . .71 

RT16M Hurricane Retrofit Connector . . 

. . . . . . . . . . . . . . . . . . . . . . . . . . . . .159 

RT Hurricane/Seismic Anchors .160-162 

RUSC Strap Connector . . . . . . . . . .153 

RWB Wall Bracing . . . . . . . . . . . . . .187 

SAL Steel Angle Lintels . . . . . . . . . . .27 

SB Shelf Brackets . . . . . . . . . . . . . .203 

SBP Bearing Plates . . . . . . . . . . . . .178 

SCA Stair Angles . . . . . . . . . . . . . . .195 

SCH Safety Cap . . . . . . . . . . . . . . . . 28 

SCV Safety Cap . . . . . . . . . . . . . . . . .28 

SDJT14 Deck Tie . . . . . . . . . . . . . . .193 

SDPT Deck Ties . . . . . . . . . . . . . . .193 

SF Step Flashing . . . . . . . . . . . . . . .196 

SFA Foundation Anchors . . . . . . . . . .33 

SFC6 Framing Clip . . . . . . . . . . . . . .75 

SFJA Foundation Anchors . . . . . . . .33 

SFP Fence Post Connectors . . . . . .188 

SHA Masonry Uplift Connectors . . .157 

SKH Skewed 45° Hangers . . . .104-105 

SKHH Skewed 45° Hangers . .104-105 

SMP Fence Post Connectors . . . . .188 

SMRF Hardy Frame Special Moment 

Frame . . . . . . . . . . . . . . . . . . . . . .207 

SNP3 Skewed Nail Plate . . . . . . . . .171 

Specialty Options . . . . . . . . . .210-213 

SPT Stud Plate Ties . . . . . . . . . . . . . .71 

SPTH Stud Plate Ties . . . . . . . . . . . .71 

ST Foundation Anchors . . . . . . . . . . .35 

ST Standard Joist Hangers . . . . .88, 91 

ST Strap Ties . . . . . . . . . . . . . . . .77-78 

Stabilizer . . . . . . . . . . . . . . . . . . . .180 

STAD Foundation Straps . . . . . . .46-47 

STB Anchor Bolts . . . . . . . . . . . . .31-32 

STBL Anchor Bolts . . . . . . . . . . . .31-32 

STC Scissor Truss Clips . . . . . . . . .177 

STS Stud Shoes . . . . . . . . . . . . . . .189 

SUH Joist Hangers . . . . . . . . .88, 91-96 

SW Top Flange Hangers . . . . . .98-100 

SWH Top Flange Hangers . . . . .98-101 

T Straps . . . . . . . . . . . . . . . . . . . . . . .74 

TA Foundation Straps . . . . . . . . . . . .49 

T2JP Type 2 Jack Posts . . . . . . . .38-39 

T2CC Type 2 Column Caps . . . . . . . .39 

T2TP79 Type 2 Top Plate . . . . . . . . .39 

TD Holdowns . . . . . . . . . . . . . . . .42-43 

* 

* 

* 

* 

* 

* 

* 

* 

TDL Concrete Angles . . . . . . . . . . . .46 

TDX Holdowns . . . . . . . . . . . . . . .42-43 

TFI Top Mount Hangers . . . . . . . . . . . . . 

. . . . . . . . . .124-125, 130-132, 135-136 

TFL Top Mount Hangers . . . . . . . . . . . . 

. . . . . . . . . . . . . . . . .124-125, 129-131 

TH Straps . . . . . . . . . . . . . . . . . . . . . .74 

THD Face Mount Truss Hangers . . . . . . 

. . . . . . . . . . . . . . . . . . . . 120, 123, 165 

THDH Heavy Duty Truss Hanger . . . . . 

. . . . . . . . . . . . . . . . 120, 123, 166-167 

THDS Truss Hangers . . . . . . . . . . . .166 

THF Face Mount Hangers 118, 121-122 

THO Top Mount Hangers . . . . . . . . . . . . 

. . . . . . . . . 124-125, 128-135, 137-138 

THR Threaded Rod . . . . . . . . . . . . . .29 

TMP Rafter-To-Plate Connectors . . .143 

TMPH Rafter-To-Plate Connectors .143 

TPP Mending Plates . . . . . . . . . . . .198 

TR Roof Truss Ties . . . . . . . . . . . . .179 

TS Truss Spacer . . . . . . . . . . . . . . .181 

TSX Truss Spacers . . . . . . . . . . . . .181 

TT Products . . . . . . . . . . . . . . .199-200 

TUS Undersaddle Hangers . . . . . . .111 

TW Tie Wire . . . . . . . . . . . . . . . . . . . .27 

TWTT Tie Wire Tying Tool . . . . . . . . .27 

UCB Undercut Drill Bit . . . . . . . . . . . .23 

UMH Universal Masonry Hangers . .109 

UPHD Holdowns . . . . . . . . . . . . . . . .44 

WAS Wet Post Anchors . . . . . . . . . . .53 

WB Wall Bracing . . . . . . . . . . . . . . .187 

WBC Wall Bracing . . . . . . . . . . . . . .187 

WBT Wall Bracing . . . . . . . . . . . . . .187 

WE Wet Anchors . . . . . . . . . . . . . . . .53 

Wedge-Bolt+ . . . . . . . . . . . . . . . . . .26 

Welded Top Flange Products . . . .213 

WG Concrete Form Wedge . . . . . . . .30 

WM Welded Wire Mesh . . . . . . . . . . .27 

WS Wood Screws . . . . . . . . . . . . . . . 16 

WS Wood Screw Applications . . .17-19 

WT Wall Ties . . . . . . . . . . . . . . . . . .201 

Z4 Continuity Tie . . . . . . . . . . . . . .209 

Z4 Tension Tie . . . . . . . . . . . . . . . .209 

Z4 Continuous Rod Tie-Down Systems 

. . . . . . . . . . . . . . . . . . . . . . . . . . . 208 

ZC Blocking Supports . . . . . . . . . . .179 

New Products 

Reference Number Index on next page 

1-800-328-5934 • www.USPconnectors.com 5 

USP2240-131

1-800-328-5934 • www.USPconnectors.com 

6 


Reference Number Index 

About the Reference Numbers 

Reference numbers shown throughout the 

charts in this catalogue are part numbers 

which may be more familiar to customers in 

various regions of Canada. These are 

included for the convenience of our new 

customers who have recently switched from a 

competitor’s product line to USP. 

The reference numbers in this catalogue 

are for general application comparison 

only and should not be used as a 

substitution tool. The user is responsible 

to compare specific load values, fastener 

schedules, material specifications, and 

other factors to determine suitability of 

use for any particular product. 

A Angle . . . . . . . . . . . . . . . . . . . . .46, 70, 73 

A34, A35 Anchor . . . . . . . . . . . . . . . . . . . .67 

ABA Post Base . . . . . . . . . . . . . . . . . . . . .52 

ABU Post Base . . . . . . . . . . . . . . . . . . . . .52 

AC Post Cap . . . . . . . . . . . . . . . . . . . . . . .58 

ACE Post Cap . . . . . . . . . . . . . . . . . . . . . .58 

B/BA Hanger . . . . . . . . . . . . . . . . . . . . . . . . 

. . . . . . .99-101, 129, 133-135,138, 140-142 

BC Base . . . . . . . . . . . . . . . . . . . . . . . . . .55 

BC Cap . . . . . . . . . . . . . . . . . . . . . . . . . . .58 

BCS Cap . . . . . . . . . . . . . . . . . . . . . . . . . .58 

BP Bearing Plate . . . . . . . . . . . . . . . . . . . .20 

BT Brick Tie . . . . . . . . . . . . . . . . . . . . . . .201 

CB Column Base . . . . . . . . . . . . . . . . . . . .56 

CBQ Column Base . . . . . . . . . . . . . . . . . .56 

CBSQ Column Base . . . . . . . . . . . . . . . . .55 

CCQ Column Cap . . . . . . . . . . . . . . . .60-61 

CMST Strap . . . . . . . . . . . . . . . . . . . . . . . .76 

CMSTC Coiled Strap . . . . . . . . . . . . . . . . .76 

CPS Composite Standoff . . . . . . . . . . . . . .59 

CS Strap . . . . . . . . . . . . . . . . . . . . . . . . . .76 

DBTZ Deck Tie . . . . . . . . . . . . . . . . . . . .185 

DJT Deck Tie . . . . . . . . . . . . . . . . . . . . . .193 

DPPC Decorative Post Cover . . . . . . . . .204 

DPT Deck Tie . . . . . . . . . . . . . . . . . . . . .193 

DS Drywall Stop . . . . . . . . . . . . . . . . . . .197 

DSC Drag Strut Connector . . . . . . . . . . .181 

DSP Double Stud Plate . . . . . . . . . . . . . . .71 

DTC Roof Truss Clip . . . . . . . . . . . . . . . .179 

DTT2Z Deck Tension Tie . . . . . . . . . . . . .192 

ECCQ Column Cap . . . . . . . . . . . . . . .61-62 

EG Hanger . . . . . . . . . . . . . . . . . . . . . . . .147 

EPB Post Base . . . . . . . . . . . . . . . . . . . . .54 

EPC Post Cap . . . . . . . . . . . . . . . . . . . . . .57 

FB Fence Bracket . . . . . . . . . . . . . . . . . .190 

FC Framing Clip . . . . . . . . . . . . . . . . . . . .75 

FJA Anchor . . . . . . . . . . . . . . . . . . . . . . . .33 

FPBB44 E-Z Base . . . . . . . . . . . . . . . . . .189 

FPBM44E E-Z Mender . . . . . . . . . . . . . .188 

FPBS44 E-Z Spike . . . . . . . . . . . . . . . . .188 

FGTR Girder Tiedown . . . . . . . . . . . . . . .153 

FSC Strap . . . . . . . . . . . . . . . . . . . . . . . .192 

GA Angle . . . . . . . . . . . . . . . . . . . . . . . . . .70 

GB Hanger . . . . . . . . . . . . . . . . . . . . . . .148 

GBC Gable Bracing . . . . . . . . . . . . . . . . .162 

GLB Beam Seat . . . . . . . . . . . . . . . . . . . .36 

GLBT Beam Seat . . . . . . . . . . . . . . . . . . .36 

GLS Hanger . . . . . . . . . . . . . . . . . . . . . .150 

GLT Hanger . . . . . . . . . . . . . . . . . . . . . . .149 

GLTV Hanger . .132, 134-135, 138-142, 149 

H Hurricane Ties . . . . . . . . . . . . . . . .82, 162 

HB Hanger . . . . . . . . . . . .133-136, 138-142 

HCP Hip Corner Plate . . . . . . . . . . . . . . .162 

HD Holdown . . . . . . . . . . . . . . . . . . . . . . .43 

HDB Holdown . . . . . . . . . . . . . . . . . . . . . .43 

HDU Holdown . . . . . . . . . . . . . . . . . . .41, 44 

HDQ Holdown . . . . . . . . . . . . . . . . . . . . . .44 

HGA Gusset Angle . . . . . . . . . . . . . . . . .158 

HGAM Gusset Angle . . . . . . . . . . . . . . . .158 

HGB Hanger . . . . . . . . . . . . . . . . . . . . . .148 

HGLB Beam Seat . . . . . . . . . . . . . . . . . . .36 

HGLS Hanger . . . . . . . . . . . . . . . . . . . . .150 

HGLT Hanger . . . . . . . . . . . . . . . . . . . . .149 

HGLTV Hanger . . . . .134-135, 138-142, 149 

HGT Girder Tiedown . . . . . . . . . . . . . . . .156 

HGU Girder Hanger . . . . . . . . . . . . . . . . .145 

HGUS Hanger . . . . . . . . . . . . . . . . .123, 167 

HH Hanger . . . . . . . . . . . . . . . . . . . . . . . . .75 

HHB Hanger . . . . . . . . . . . . . . .100-101, 148 

HHDQ Holdown . . . . . . . . . . . . . . . . . . . . .44 

HHUS Hanger . . . . . . . . . . . . . . . . . 123, 165 

HIT Hanger . . . . . . . . . . . .130-132, 135-136 

HL Angle . . . . . . . . . . . . . . . . . . . . . . . . . .73 

HL Strap Tie . . . . . . . . . . . . . . . . . . . . . . .74 

HM Hurricane Tie . . . . . . . . . . . . . . . . . .159 

HRS Strap Tie . . . . . . . . . . . . . . . . . . . . . .79 

HS Hurricane Tie . . . . . . . . . . . . . . . . . . .162 

HSUR/HSUL Hanger . . . . . . . . . . . . . . . .105 

HT Strap Tie . . . . . . . . . . . . . . . . . . . . . . .74 

HTC Heavy Truss Clip . . . . . . . . . . . . . . .179 

HTP Strap Tie . . . . . . . . . . . . . . . . . . . . . .78 

HTS Twist Strap . . . . . . . . . . . . . . . . . . . . .82 

HTSM Twist Strap . . . . . . . . . . . . . . . . . . .85 

HTT Tension Tie . . . . . . . . . . . . . . . . . . . .45 

HTU Hanger . . . . . . . . . . . . . . . . . . . . . .165 

HU Hanger . . . . . . . . . .91-96, 121-123, 167 

HUC Hanger . . . . . . . . . . . . . . . . . . . . .91-96 

HUCQ Hanger . . . . . . . . . . . . . . .92-96, 123 

HUS Hanger . . . . . . . . . . . . .91-95, 123, 167 

HUSTF Hanger . . . . . . . . . . . . . . . . . .99-100 

HUTF Hanger . . . . . . . . . . . . . . . . . . .99-101 

HW Hanger . . . . . . . . . . . . . . . . . . . .100-101 

HWI Hanger . . . . . . . . . . .133-136, 141-142 

HWU Hanger . . . . . . . . . . .132-135, 138-140 

ITS Hanger . . . . . . . . . . . . . . . . . . . .128-131 

IUS Hanger . . . . . . . . . . . . . . . . . . . .121-122 

IUT Hanger . . . . . . . . . . . . . . . . . . . .121-122 

JB Hanger . . . . . . . . . . . . . . . . . . . . . . . . .99 

L Angle . . . . . . . . . . . . . . . . . . . . . . . . . . .70 

L Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . .74 

LB Hanger . . . . . . . . . . . . . . . . . . . . . . . . .99 

LBP Bearing Plate . . . . . . . . . . . . . . . . . . .20 

LBV Hanger . . . . . . . . . . . . . . . . . . .128-138 

LCB Column Base . . . . . . . . . . . . . . . . . .56 

LEG Hanger . . . . . . . . . . . . . . . . . . . . . .147 

LF Hanger . . . . . . . . . . . . . . . . . . . .121-122 

LGT Girder Tiedown . . . . . . . . . . . . . . . .154 

LGU Girder Hanger . . . . . . . . . . . . . . . . .145 

LJS26DS Hanger . . . . . . . . . . . . . . . . . .167 

LPC Post Cap . . . . . . . . . . . . . . . . . . . . . .58 

LS Angle . . . . . . . . . . . . . . . . . . . . . . . . . .70 

LSCZ Stringer Connector . . . . . . . . . . . .194 

LSSU Hanger . . . . . . . . . . . . . . . . .103, 144 

LSTA Strap Tie . . . . . . . . . . . . . . . . . . . . .78 

LSTHD Holdown . . . . . . . . . . . . . . . . . . . .47 

LSTI Strap Tie . . . . . . . . . . . . . . . . . . . . . .78 

LSU Hanger . . . . . . . . . . . . . . . . . .103, 144 

LT Hanger . . . . . . . . . . . . . . . . . . . .128-135 

LTA Truss Anchor . . . . . . . . . . . . . . . . . .152 

LTB Bridging . . . . . . . . . . . . . . . . . . . . . .183 

LTHJA Hanger . . . . . . . . . . . . . . . . . . . . .173 

LTHJL/R Hanger . . . . . . . . . . . . . . . . . . .173 

LTP Framing Anchor . . . . . . . . . . . . . . . . .67 

LTS Twist Strap . . . . . . . . . . . . . . . . . . . .82 

LTT/LTTI Tension Tie . . . . . . . . . . . . . . . . .45 

LU Hanger . . . . . . . . . . . . . . . . . . . . . .91, 96 

LUCZ Hanger . . . . . . . . . . . . . . . . . . . . . .91 

LUS Hanger . . . . . . . . . . . . . . . . . . . . .91-95 

MAB Mudsill Anchor . . . . . . . . . . . . . . . . .35 

MAS Mudsill Anchor . . . . . . . . . . . . . . . . .34 

MBHU Hanger . . . . . . . . . . . . . . . . . . . . .109 

MEG Hanger . . . . . . . . . . . . . . . . . . . . . .147 

MGT Girder Tiedown . . . . . . . . . . . . . . . .155 

MGU Girder Hanger . . . . . . . . . . . . . . . .145 

MIT Hanger . . . . . . . . . . . . . . . . . . .128-138 

MIU Hanger . . . . . . . . . . . . . . . . . . .121-123 

ML Angles . . . . . . . . . . . . . . . . . . . . . . . .201 

MMH8 Hurricane Tie . . . . . . . . . . . . . . . .205 

MMLU Hanger . . . . . . . . . . . . . . . . . . . . .205 

MP Mending Plate . . . . . . . . . . . . . . . . . .198 

MST Strap Tie . . . . . . . . . . . . . . . . . . . . . .79 

MSTA Strap Tie . . . . . . . . . . . . . . . . . . . . .78 

MSTAM Strap Tie . . . . . . . . . . . . . . . . . . .84 

MSTC Strap Tie . . . . . . . . . . . . . . . . . .78-79 

MSTCB Strap Tie . . . . . . . . . . . . . . . . . . .80 

MSTCM Strap Tie . . . . . . . . . . . . . . . . . . .84 

MSTI Strap Tie . . . . . . . . . . . . . . . . . . . . . .79 

MTS Twist Strap . . . . . . . . . . . . . . . . . . . .82 

MTSM Twist Strap . . . . . . . . . . . . . . . . . . .85 

MUS Hanger . . . . . . . . . . . . . . . . . . .91, 167 

Nails . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14 

NCA Nailless Bridging . . . . . . . . . . . . . . .184 

NS Nail Stopper . . . . . . . . . . . . . . . . . . . .186 

OHA Hanger . . . . . . . . . . . . . . . . . . . . . . .74 

OL/OT/OHL/OHT Hangers . . . . . . . . . . . .74 

OS/OHS Hangers . . . . . . . . . . . . . . . . . . .74 

PA Purlin Anchor . . . . . . . . . . . . . . . . .49-50 

PAI Purlin Anchor . . . . . . . . . . . . . . . . . . .50 

PB Post Base . . . . . . . . . . . . . . . . . . . . . .53 

PBS Post Base . . . . . . . . . . . . . . . . . . . . .53 

PC Post Cap . . . . . . . . . . . . . . . . . . . . . . .57 

PF Hanger . . . . . . . . . . . . . . . . . . . .110, 112 

PGT Pipe Grip Tie . . . . . . . . . . . . . . . . . .191 

PGTIC Pipe Grip Tie . . . . . . . . . . . . . . . .191 

PSPN Protective Plate . . . . . . . . . . . . . .186 

PSCA/PSCL Sheathing Clip . . . . . . . . . .197 

PWF24 Strap Tie . . . . . . . . . . . . . . . . . . . .83 

RBC Roof Boundary Clip . . . . . . . . . . . . .68 

RCPS Post Base . . . . . . . . . . . . . . . . . . . .54 

RCWB Wall Bracing . . . . . . . . . . . . . . . .187 

RFB Retro Fit Bolt . . . . . . . . . . . . . . . . . . .29 

RP Retro Plate . . . . . . . . . . . . . . . . . . . . .29 

RPS Strap Tie . . . . . . . . . . . . . . . . . . . . . .80 

RR Connector . . . . . . . . . . . . . . . . . . . . .199 

RSP Stud Plate Tie . . . . . . . . . . . . . . . . . .71 

RTA/RTB/RTC/RTF/RTR/RTU Rigid Tie .200 

S/A23 Angle . . . . . . . . . . . . . . . . . . . . . . . .70 

SD Structural Connector Screw . . . . . . . . .20 

SDS Screw . . . . . . . . . . . . . . . . . . . . . .16-19 

S/H Hurricane Ties . . . . . . . . . . . . . . . . .162 

S/HTC Clip . . . . . . . . . . . . . . . . . . . . . . . .179 

S/LS Angle . . . . . . . . . . . . . . . . . . . . . . . . .70 

S/MST Strap Tie . . . . . . . . . . . . . . . . . . . .79 

SP Stud Plate Tie . . . . . . . . . . . . . . . . . . .71 

Specangle . . . . . . . . . . . . . . . . . . . . . . . . .73 

SPH Stud Plate Tie . . . . . . . . . . . . . . . . . .71 

S/PSPN Nail Stopper . . . . . . . . . . . . . . . .186 

SS Stud Shoe . . . . . . . . . . . . . . . . . . . . .189 

SSP Single Stud Plate . . . . . . . . . . . . . . . .71 

SSTB Anchor Bolt . . . . . . . . . . . . . . . . . . .32 

ST Strap Tie . . . . . . . . . . . . . . . . . . . . .78-79 

STC Roof Truss Clip . . . . . . . . . . . . . . . .179 

STHD Holdown . . . . . . . . . . . . . . . . . . . . .47 

SUR/SUL Hanger . . . . . . . . . . . . . . .104-105 

T Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . .74 

TA Staircase Angle . . . . . . . . . . . . . . . . .195 

TB Tension Bridging . . . . . . . . . . . . . . . .183 

TBE Truss Enhancer . . . . . . . . . . . . . . . .178 

TC Truss Connector . . . . . . . . . . . . . . . .177 

THA/THAC Hanger . . . . . . . . . . . . . . . . .169 

THAI Hanger . . . . . . . . . . . . . . . . . . . . . .169 

THGB Hanger . . . . . . . . . . . . . . . . . . . . .174 

THGBH Hanger . . . . . . . . . . . . . . . . . . . .174 

THGQ/THGQH Hanger . . . . . . . . . . . . . .176 

THJA Hanger . . . . . . . . . . . . . . . . . . . . .173 

THJM Hanger . . . . . . . . . . . . . . . . . . . . .172 

THJU Hanger . . . . . . . . . . . . . . . . . . . . .173 

TJC37 Truss Connector . . . . . . . . . . . . .171 

TP Tie Plate . . . . . . . . . . . . . . . . . . . . . . .198 

TS Twist Strap . . . . . . . . . . . . . . . . . . . . . .82 

TSB Truss Spacer . . . . . . . . . . . . . . . . . .180 

TSF Truss Spacer . . . . . . . . . . . . . . . . . .181 

TSP Stud Plate Tie . . . . . . . . . . . . . .82, 162 

TSS Truss Seat . . . . . . . . . . . . . . . . . . . .152 

TWB Wall Bracing . . . . . . . . . . . . . . . . . .187 

U Hanger . . . . . . . . . . . . . . . .91-96, 121,123 

VPA Connector . . . . . . . . . . . . . . . . . . . .143 

W Hanger . . . . . . . . . . . . . . . . . . . . . .99-100 

W Wedge . . . . . . . . . . . . . . . . . . . . . . . . . .30 

WB/WBC Wall Bracing . . . . . . . . . . . . . .187 

WM Hanger .108, 128-130, 132-134, 137-139 

WMI Hanger . . . . . . . . . . .134-136, 140-141 

WNP Hanger . . . . . . . . . . . . . . . . . . .99-101 

WP Hanger . . . .128-130, 132-133, 137-138 

WPI Hanger . . . . . . .131-136, 138, 140-141 

WPU Hanger . . . . . . . . . . .128-129, 133-136 

WT Wedge Form Tie . . . . . . . . . . . . . . . . .30 

Z Clip . . . . . . . . . . . . . . . . . . . . . . . . . . . .179

Corrosion Information 

© Copyright 2013 USP Structural Connectors® 

Triple Zinc G-185 

Connectors, including anchors and fasteners, 

installed in corrosive environments or exposed to 

corrosive materials, or chemicals, can be damaged 

possibly resulting in the reduction of load capacity. 

The selection of the proper connector coating can 

be a complicated task. Environments can vary 

greatly regionally and are also influenced by 

variables such as fertilizer, animal waste, and wet 

cycle durations. If an electrolyte is present, such as 

water, a metal will form an electric circuit with a 

dissimilar metal and galvanic corrosion can take 

place. Zinc is the metal used in the hot-dip 

galvanizing process due to its ability to sacrifice 

itself while protecting the base steel underneath. 

When the zinc and copper are in electrical contact 

with each other the copper will have a tendency to 

extract electrons from the highly reactive zinc at a 

greater rate, therefore corrosion will take place at a 

greater rate. That being the case it is impossible to 

prescribe a reasonable uniform solution which will 

serve all environments adequately. 

Chemical producers in the treated wood industry 

agreed to discontinue the use of Chromated 

Copper Arsenate (CCA) for most residential 

applications at the end of 2003. In place of CCA, 

treated wood suppliers use copper based 

alternative treatment chemicals. Testing conducted 

by USP and others in the industry have concluded 

the ACQ and Copper Azole wood treatments are 

more corrosive to metals than traditionally used 

CCA treatments are. 

USP Structural Connectors currently offers five 

different corrosion resistant finishes to cover a 

range of corrosion performance: 

G90 Galvanizing – galvanizing provides a 

prefabrication coating of 0.90 ounces of zinc per 

square foot of surface area measured in 

accordance with ASTM A 653. 

Triple Zinc (TZ) – 

galvanizing provides a prefabrication coating of 

1.85 (G-185) ounces of zinc per square foot of 

surface area measured in accordance with ASTM 

A 653. 

Required Fastener: Hot-dip galvanized fasteners 

Hot-Dip Galvanized (HDG) – coating provides an 

after-fabrication hot-dipped zinc coating. The 

coating thickness is dependent on the connector 

material, but generally ranges from 1.1 to 2.3 

ounces of zinc per square foot of surface. Hot-dip 

products meet requirements set forth in ASTM A 

123. 

Require Fastener: Hot-dip galvanized fasteners 

Gold Coat (GC) – 

Gold Coat is a proprietary multi-layer protection 

system. It is comprised of an organic top coat 

barrier layer and a zinc layer placed over a steel 

substrate. 

Required Fastener: Gold Coat fasteners 

Hot-Dip Galvanized 

Recently some wood preservative manufacturers 

have introduced new wood preservative 

formulations. These formulations include new 

micronized copper products as well as carbon 

based PTI wood preservatives. 

Structural Connectors Coating Recommendations 

Stainless Steel (SS) – is the best option for 

corrosion protection. Quality stainless steel (316SS 

grade steel) is used to fabricate connectors. 

Although costs are higher, some applications may 

need the virtual corrosion proof quality of stainless 

steel. 

Required Fastener: Stainless Steel fasteners 

AWPA Use Service Use Example Preservatives and Minimum Coating 

Category Conditions Environment Applications Retentions 6,7 Requirements 1,2,3,4 

UC1 Interior construction, Continuously protected from General framing, 

Above ground, weather or other sources of interior construction Untreated G90 

Dry 

moisture 

UC2 Interior construction, Protected from weather, but may be Sill plates SBX-DOT, Organic G90 

Above 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) or 

Above ground, exposed to prolonged wetting or columns in an open, CA-B (0.10), CA-C (0.06), USP Gold Coat 

Rapid 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) or 

Above ground, including prolonged wetting CA-B (0.10), CA-C (0.06), USP Gold Coat 

Poor water runoff 

µCA-C (0.05), Organic 

Gold Coat 

UC4A Exterior construction, Ground contact or fresh water Deck posts ACQ-D (0.40), MCQ (0.40), Triple Zinc (G-185) or 

Ground contact, exposed to all weather cycles CA-B (0.21), CA-C (0.15), USP Gold Coat 5 

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. 

For Gold Coat connectors use Gold Coat fasteners, and for 

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

stainless steel connectors use stainless steel fasteners. 

connectors use stainless steel fasteners. 

5 

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 G90 connectors by USP with has MCQ found or µCA-C that in treated interior wood applications is appropriate. where the treated wood will remain relatively dry during its service life the use of G90 connectors with 

MCQ or µCA-C treated wood is appropriate. 



Corrosion Information 

The structural connectors coating recommendations chart on 

page 7 has been developed by reviewing both field service 

performance and accelerated corrosion testing results. While 

accelerated corrosion testing is a valuable tool to help predict 

relative performance, both the particular testing method used 

by the industry and the different wood treatment products 

tested are relatively new and there is little actual field service 

life data to correlate to the test results. In addition, actual 

service environments are much more complicated than 

accelerated tests. In accelerated tests influencing variables 

are typically minimized and manipulated to cause reactions to 

occur more quickly. Consequently this may result in reactions 

which are not completely representative of actual service 

conditions. Because of this it is difficult to assign an expected 

service life to a given coating in an environment based on the 

results of accelerated testing. 

The formulations used by wood preservative manufacturers 

are constantly changing and improving. USP Structural 

Connectors continues to test new wood treatments as they 

become 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 connectors are 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 will provide 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 from 

other connectors because of their concealing color. Examples 

of our carton labels, bin cards for retail displays, and 

individual product labels are found below. 


USP recommendation 

and standards 

met with Triple 

Zinc coating. 

Part number is 

referenced with 

a TZ at the 

end for Triple 

Zinc products. 

Bin Card 

Yellow oval boldly 

highlights “for use 

with treated wood” 

TZ - Triple Zinc logo identifies 

products that have G-185 

galvanization. 

Product Label 

Part number is referenced 

with a TZ at the end for 

Triple Zinc products. 

, FL821.42 

Triple Zinc G-185 is 

referenced above 

the bar code. 

Part number is 

referenced with a TZ 

at the end for Triple 

Zinc products. 

Carton Label 

Scan for more 

Information! 

100 PCS. 

Made in:/Hencho en:/Fabriqué au U.S.A 

Light green background 

colour indicates a corrosion 

resistant product. 

USP recommendation and 

standards that are met with 

the Triple Zinc coating. 

8 


Product Information 

U.S. Standard Steel gauge 

Equivalents in Nominal Dimensions 

Special & Custom Connectors 


Approximate Dimensions 

Decimals (inches) 

Gauge Inches Millimeters Uncoated Steel Galvanized Steel (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 0.125 

12 7/64 2.7 0.099 0.108 0.110 

14 5/64 2.0 0.070 0.078 0.080 

16 1/16 1.5 0.055 0.063 0.065 

18 3/64 1.2 0.044 0.052 0.054 

20 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. 

Maximum Shear Capacity 

of Joist or Rafter 

The table below indicates the calculated shear capacity of different 

dimensional lumber sizes for various wood species. 

Factored Shear Resistance 1,2 

Lbs 

kN 

Nom DF 

SPF 

DF 

S-P-F 

Dim 100% 4 115% 3 100% 4 115% 3 100% 4 115% 3 100% 4 115% 3 

2 x 4 1476 1697 1165 1340 6.57 7.55 5.18 5.96 

2 x 6 1910 2197 1508 1734 8.50 9.77 6.71 7.71 

2 x 8 2158 2482 1703 1958 9.60 11.04 7.58 8.71 

2 x 10 2524 2903 1992 2291 11.23 12.91 8.86 10.19 

1) Applies to nominally dimensioned joist as listed in dry service conditions and temperatures less than 38º C. 

2) Loads apply to: DF-L: Douglas Fir-Larch (G=0.49), fv=1.9 Mpa; S-P-F: Spruce-Pine-Fir (G=0.42), fv=1.5 Mpa 

3) 115% loads are increased for short term loading in accordance with the code. Kd = 1.15. 

4) Assumes system factor Kh = 1.00. 

USP is committed to meeting every need you 

have and we understand that stock connectors 

will not meet all application or design 

requirements. Our Technical Assistance 

Representatives will work with you to develop 

and fabricate the Special or Custom connector 

you need. 

What is the difference between a “Special” 

and a “Custom” connector 

A “Special” is a stock USP connector that is 

modified within the limits listed in the Specialty 

Options chart. 

A “Custom” is a connector that does not closely 

resemble a stock or special part offered in our 

catalog. Also, a “Custom” connector may be a 

stock connector that is modified outside of the 

limits listed in the Specialty Options charts or is 

not listed in the catalog as having a specialty 

option 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 available 

from regular freight to overnight delivery. 

Roof Pitch 

If common Rafter 

Roof Pitch is . . . 

Rise / Run 

(inches) 

Slope 

(degrees) 

Then Hip/Valley 

Rafter Roof Pitch 

becomes . . . 

Rise / Run 

(inches) 

Slope 

(degrees) 

1/12 5 1/17 3 

2/12 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 22 

8/12 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 are 

skewed 45° right or left. All other skews or dual pitch roofs 

will cause the slope to change from that listed above. 

Uplift 

Slope 

Conversion Table 

Rise / Run 

(inches) 

Load Direction Conventions 

Slope 

(degrees) 

0/12 Flat 

1/12 5 

2/12 10 

3/12 14 

4/12 18 

5/12 23 

6/12 27 

7/12 30 

8/12 34 

9/12 37 

10/12 40 

11/12 42 

12/12 45 

1 5 /8˝ 

37° 

7˝ 

Special Order detail 

4 1 /16˝ 

23º 

1 5 /8˝ 

41º 

1 5 /8˝ 

(9) 

3 /16˝ 

Perpendicular 

Lateral 

F 1 

22˝ 

F 2 

F 2 or F 3 

Out 

F 1 

Download 


Custom Order detail 

USP2240-131 

9

Product Notes 

1) This catalogue reflects the most current information 

regarding USP product line. However, product revisions and 

new product additions occur on an ongoing basis. USP 

Structural Connectors® reserves the right to change 

specifications, designs, and models at any time without 

notice and liability for such changes. This catalogue may not 

be reproduced in whole or in part without the prior written 

approval of USP Structural Connectors®. 

2) This catalogue reflects design changes and design load 

adjustments to some USP products. The information 

presented in this publication replaces all information 

published in previous documents, and is valid until 

December 31, 2014. 

3) This Product Catalogue 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 building 

material wholesalers. Product load values may vary from one 

publication to another due to recent product testing, changes 

in regulatory criteria, or code evaluation updates. The most 

current product information is available on USP’s Web Site. 

4) The type and quantity of fasteners used to install USP 

products is critical to connector performance. To achieve the 

resistance values presented in this catalogue, all specified 

fasteners must be used and proper installation procedures 

observed. Verify that the dimensions of supporting members 

are sufficient to receive specified fasteners. Any product 

modifications void the warranty unless prior written 

permission of USP Structural Connectors® is obtained. 

ASME SAE Grade 2, or better unless noted otherwise. 

13) Anchor Bolts conform to ASTM F 1554. 

14) USP connectors listed in this catalogue are manufactured 

for specific sizes of standard lumber, plated trusses, or 

composite lumber. For applications involving unusual 

supporting conditions environments, contact USP. Wood 

shrinkage or expansion, caused by lack of moisture or 

excessive moisture, may adversely affect connector 

installation. Evaluate potential shrinking or expanding to 

ensure proper connector installation and performance. 

15) The load values listed in this catalogue 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 installation 

or where used in wet service conditions. 

16) Unless otherwise noted, USP products may not be bent 

or cut in the field to facilitate installation. Field alterations may 

weaken steel and cause connector failure at lower than 

published factored resistance. 


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 font. 

7) Throughout this catalogue, dimensions are expressed in 

inches and loads in pounds unless specifically noted 

otherwise. 

8) Some USP products show both bolt and nail fastening 

schedules. In those cases, specific loads for each has been 

identified. Bolt and nail values cannot be combined unless 

noted otherwise. 

9) Load values for 8d, 10d, 16d, and 20d designations in the 

fastener schedules throughout this catalogue refer to common 

wire nails unless noted otherwise. Nails shall conform 

to a recognized national standard, such as ASTM F1667, as 

prescribed by the model building codes. 

10) Diamond holes are for optional nailing. 

11) Fastener installation may cause wood to split and reduce 

a fastener’s ability to carry a load. If wood splitting occurs, 

consider pre-drilling holes not exceeding 75% of the nail 

diameter. 

12) Bolts specified in this catalogue are through-bolts and 

must conform to requirements for ASTM A 307 Grade A, or 

10 


Design Notes 


1) Factored resistances for more than one direction for a 

single connection cannot be added together. A design load 

which can be divided into components in the directions given 

must be evaluated as follows: 

Factored uplift / Factored uplift resistance + Factored 

parallel to plate / Factored parallel to plate resistance + 

Factored perpendicular to plate / Factored perpendicular 

to plate

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 CSA 

W59 Codes. Caution: Welding galvanized steel may produce 

harmful fumes and should only be performed in 

well-ventilated environments. 

3) The type and quantity of fasteners used to install USP 

products is critical to connector performance. To achieve the 

factored resistance shown in this catalogue, install with the 

fasteners specified for that particular product. Some products 

allow for alternate nail installations. Refer to the “Optional 

Nails for Face Mount Hangers” chart on page 15 of this 

catalogue for load adjustments when using alternate nailing. 

All specified fasteners must be properly installed 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 CSA 

O86-09 Clause 10.4.1.2. 

5) Washers should always be used under the head or nut of 

a bolt when not in contact with the connector unless noted 

otherwise. 


6) It is permissible to use nail guns to install connectors as 

long as the specified nails are installed through prepunched 

nail holes and all specified nail holes are filled. USP 

recommends the use of nail guns featuring hole-locating 

mechanisms. Please note that many nail guns use fasteners 

smaller than the common nail size and load reductions will 

result. Contact USP or visit our Web Site for additional 

information. Caution: Always follow nail gun manufacturer’s 

safety guidelines. 

7) Joists installed in hangers should bear fully on the 

connector seat and shall be cut to fit against the header with 

a gap no greater than 1⁄8˝ between the joist end and header 

face. 

8) Multiple-ply members must be fastened securely together 

to act as one member. 

9) Top mount hangers shall be installed with the face of the 

hanger 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 the 

hanger top flange steel and the nail heads. If a problem is 

anticipated, the effects can be mitigated by dapping the beam 

or cutting the subfloor at hanger locations. The use of face 

mount hangers will eliminate this problem. 

12 


Fasteners 


Nails. . . . . . . . . . . . . . . . . . . . . . Pages 14-15 

• N & NA Series 

USP structural nails and common nail design information. 

Wood Screws . . . . . . . . . . . . . . Pages 16-19 

• WS Series 

USP self-drilling wood screws. 

• Wood Screw Applications 

Information on joining multiple ply truss, LVL, or 

PSL members. 

Lumberlok Screws . . . . . . . . . . . . . . Page 20 

• LL Series 

Self-drilling screws for a number of USP Structural Connectors and 

wood-to-wood applications. 

Bearing Plates . . . . . . . . . . . . . . . . . Page 20 

• BP & LBP Series 

Standard Bearing plates. 

• HBPS & LBPS Series 

Slotted bearing plates. 

NA 

WS 

LL 

Fasteners 

BP/LBP 

HBPS/LBPS 



Nails – N & NA series 

Fasteners 

Proper fasteners are a critical component in a sound wood frame structure. To ensure successful installations of its connectors, 

USP offers a full range of structurally-rated nails. All galvanized nails supplied by USP are Hot-dipped for greater corrosion 

resistance. Any USP connector requiring a NA16D-RS or NA20D nail is shipped with the nails attached to the connector in 

convenient poly bags. 

Finish: See chart 

Materials: ASTM A 123; ASTM A 153 (HDG) 

Installation: 

• Factored shear values assume nail embedment into the wood of the entire nail or 8 nail diameters (whichever is less). 

• Load reductions may occur if nails are used other than those specified. See the chart Optional Nails for Face Mount Hangers 

on page 15 for load reduction factors regarding nail substitutions. 

Minimum Fastener Penetration table 

Nail 

Penny 

Wire 

Gauge 

Shank 

Diameter 

(inches) 

Minimum 

Penetration 

for Full Load 

(inches) 

Minimum 

Penetration for 

Reduced Load 2 

(inches) 

6d 11-1/2 0.113 1.13 0.68 

8d 10-1/4 0.131 1.31 0.79 

10d 9 0.148 1.48 0.89 

16d Sinker 9 0.148 1.48 0.89 

12d 9 0.148 1.48 0.89 

16d 8 0.162 1.62 0.97 

20d 6 0.192 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. 

! 

Reduced Fastener Penetration 

Example (See chart on left): 

HD210 – listed load is 3820 lbs. @ 

100% for 16d common nails. 

Reduced HD210 capacity if using a 

2x DF-L header: 

3820 lbs. x 1.5 = 3537 lbs. @ 100% 

1.62 


Nail Specification table 

Metric (mm) Factored Shear Resistance 1,2,4,5 

USP 

DF-L S-P-F 

Finish 3,6 Stock No. 7 Ref. No. Description (in) Dia Length Lbs kN Lbs kN 

NA11 N8 8d (0.131) x 1-1/2 3.33 38.1 178 0.79 163 0.72 

NA9D N10 10d (0.148) x 1-1/2 3.76 38.1 200 0.89 184 0.82 

HDG 

N10C 10DHDG 10d (0.148) x 3 3.76 76.2 218 0.97 201 0.90 

NA16D N16, N16EG 16d (0.162) x 2-1/2 4.11 63.5 250 1.11 230 1.02 

N16C 16DHDG 16d (0.162) x 3-1/2 4.11 88.9 250 1.11 230 1.02 

NA20D -- -- 20d (0.192) x 2-1/2 4.88 63.5 323 1.44 296 1.32 

N8-GC -- -- 8d (0.131) x 1-1/2 3.33 38.1 178 0.79 163 0.72 

GC 

N10-GC -- -- 10d (0.148) x 1-1/2 3.76 38.1 200 0.89 184 0.82 

N10C-GC -- -- 10d (0.148) x 3 3.76 76.2 218 0.97 201 0.90 

N16C-GC -- -- 16d (0.162) x 3-1/2 4.11 88.9 250 1.11 230 1.02 

SSNA8D SSN8 8d (0.131) x 1-1/2 3.33 38.1 178 0.79 163 0.72 

SSNA10D SSN10 10d (0.148) x 1-1/2 3.76 38.1 200 0.89 184 0.82 

SS SSN8C SS8D 8d (0.131) x 2-1/2 3.33 63.5 181 0.81 168 0.75 

SSN10C SS10D 10d (0.148) x 3 3.76 76.2 218 0.97 201 0.90 

SSN16C SS16D 16d (0.162) x 3-1/2 3.76 82.6 250 1.11 230 1.02 

8d Common -- -- 8d (0.131) x 2-1/2 3.33 63.5 181 0.81 168 0.75 

10d Common -- -- 10d (0.148) x 3 3.76 76.2 218 0.97 201 0.90 

16d Sinker -- -- 16d (0.148) x 3-1/4 3.76 82.6 218 0.97 201 0.90 

NA16D-RS -- -- 16d (0.148) x 3-1/2 Ring Shank 3.76 88.9 218 0.97 201 0.90 

 

16d Common -- -- 16d (0.162) x 3-1/2 4.11 88.9 250 1.11 230 1.02 

20d Common -- -- 20d (0.192) x 4 4.88 101.6 323 1.44 296 1.32 

-- -- 2.77 63.5 139 0.62 130 0.58 

-- -- 3.10 76.20 163 0.73 151 0.67 

-- -- 3.10 82.60 163 0.73 151 0.67 

-- -- 3.86 88.9 227 1.01 209 0.93 

 

 

 

 

 

 

 

 

D 

 

red font. 

14 


continued on next page

Nails – N & NA series continued 

NA11/NA8D N8-GC NA9D/NA10D 

.131 x 1 1/2˝ .131 x 1 1/2˝ .148 x 1 1/2˝ 

N10-GC 

.148 x 1 1/2˝ 

N10C 

.148 x 3˝ 

N10C-GC 

.148 x 3˝ 

NA16D-RS NA16D N16C N16C-GC NA20D 

.148 x 3 1/2˝ .162 x 2 1/2˝.162 x 3 1/2˝ .162 x 3 1/2˝ .192 x 2 1/2˝ 

Fasteners 


Optional Nails for Face Mount Hangers 

(excludes slant nail hangers) 

Catalog 

Nail 

Replacement 

Fastener 

Resistance 

Adjustment Factor 

10d x 1-1/2 (0.148" x 1-1/2") 8d x 1-1/2 (0.131" x 1-1/2") 0.88 

8d common (0.131" x 2-1/2") 0.82 

10d common (0.148" x 3") 

10d spiral (0.122" x 3") 0.73 

12d common (0.148" x 3-1/4") 

10d x 1-1/2 (0.148" x 1-1/2") 0.90 

8d common (0.131" x 2-1/2") 0.71 

10d common (0.148" x 3") 0.86 

12d common (0.148" x 3-1/4") 0.86 

16d common (0.162" x 3-1/2'') 

10d spiral (0.122" x 3") 0.61 

12d spiral (0.122" x 3-1/4") 0.61 

16d spiral (0.152" x 3-1/2") 0.90 

10d x 1-1/2 (0.148" x 1-1/2") 0.78 

16d x 2-1/2 (0.162" x 2-1/2") 1.00 

1) This chart does not apply to hangers modified to skew and/or slope, or 

steel thinner than 14 gauge. 

2) This chart does not apply to HUS, JUS, MSH, MUS or THDH slant nail hangers. 

How to Use: 

The base value is the catalogue listed nail in 

Douglas Fir-Larch and the adjustment factor is the 

multiplier for the applicable replacement nail and 

wood combination. 

• Adjustment factors may vary with some custom 

hangers or steel thicker than 10 gauge. Contact 

USP for exceptions. 

• Roofing nails shall not be substituted for any nail 

size or type. 

! 

Optional Nails Example: 

JL210 – listed factored vertical resistance 

is 2180 lbs when connected onto 

SPF header, using 10d common nails. 

If substituting: 

8d common: 2180 lbs x 0.82 = 1787 lbs 

10d spiral: 2180 lbs x 0.73 = 1591 lbs 

10d x 1-1/2": 2180 lbs x 0.90 = 1962 lbs 



Wood Screws – WS series 

Fasteners 

The WS Wood Screw is a self-drilling screw used for numerous framing 

applications. This screw features a reverse locking serration on the bottom of 

the screw head to help prevent over tightening against a steel plate. The USP 

head stamp identifies screws for easy inspection. 

Screw shear capacities are based on a diameter of 0.242˝ when the shear plane 

is on the screw shank (SH) and 0.185˝ when the shear plane is on the knurl or 

threads (T). USP WS Wood Screws have a bending yield strength of 180,000 

psi. 

Materials: 

Finish: 

1/4˝ diameter Grade 5 steel 

See chart 


• Screws are self-drilling. 

• Install using a low speed clutch drill with 3/8˝ hex head driver. The washer 

head should be flat to the surface and the serrations will oppose turning and 

release the clutch. Do not over-tighten the screws. 

• Installing the screw at an angle may introduce additional bending and tension 

forces into the fastener if the screw head is not flat on the bearing surface. Care 

should be given to ensure the fastener is installed perpendicular to the plane of 

the side plate. 

L 

SH 

T 

WS 

Serrations 

1/4˝ Beveled reamer 

on 2 1 /2˝ or longer 

Wood Screws 

Cut threads 

Self drilling point 


USP name 

Screw length 

For Attaching Multi-Ply Wood Trusses or 

LVL or PSL members, or floor trusses, 

see pages 17-19. 

3/8˝ 


Stock No. 

WS15 

WS15-GC 

WS2 

WS25 

WS3 

WS35 

WS45 

WS6 

Description 

Dimensions (in) 

Wood 

to Wood 

Factored Shear Resistance 

14 10 7 3 

10 7 3 

(DF-L 

Gauge Gauge Gauge Gauge 

(S-P-F 

Gauge Gauge Gauge Gauge 

Ref. No. in mm L SH T Finish 1 Unit to DF-L) 100% 100% 100% 100% to S-P-F) 100% 100% 100% 100% 

SDS25112 

-- -- 

SDS25200 

SDS25212 

SDS25300 

SDS25312 

SDS25412 

SDS25600 

 

 

 

 

 

 

 

 

6.1 x 38 

6.1 x 38 

6.1 x 50.8 

6.1 x 63.5 

6.1 x 76.2 

6.1 x 88.9 

6.1 x 114.3 

6.1 x 152.4 

1-1/2 

1-1/2 

2 

2-1/2 

3 

3-1/2 

4-1/2 

6 

1/4 

1/4 

1/4 

1/4 

3/4 

3/4 

1-1/4 

1-3/4 

1-1/4 

1-1/4 

1-3/4 

2 

2 

2-1/2 

3 

4 

Zinc 

GC 

Zinc 

Zinc 

Zinc 

Zinc 

Zinc 

Zinc 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

-- -- 

-- -- 

-- -- 

323 

387 

452 

543 

543 

358 

358 

423 

487 

552 

616 

680 

680 

496 

496 

561 

625 

690 

754 

825 

825 

660 

660 

724 

789 

853 

918 

997 

997 

807 

807 

1031 

1031 

1031 

1031 

1031 

1031 

-- -- 

-- -- 

-- -- 

277 

332 

387 

480 

480 

332 

332 

387 

443 

498 

553 

618 

618 

471 

471 

526 

582 

637 

692 

763 

763 

635 

635 

691 

746 

801 

857 

890 

890 

692 

692 

900 

900 

900 

900 

900 

900 

kN 

kN 

kN 

kN 

kN 

kN 

kN 

kN 

-- -- 

-- -- 

-- -- 

1.44 

1.72 

2.01 

2.42 

2.42 

1.59 

1.59 

1.88 

2.17 

2.46 

2.74 

3.02 

3.02 

2.21 

2.21 

2.49 

2.78 

3.07 

3.36 

3.67 

3.67 

2.93 

2.93 

3.22 

3.51 

3.80 

4.08 

4.44 

4.44 

3.59 

3.59 

4.58 

4.58 

4.58 

4.58 

4.58 

4.58 

-- -- 

-- -- 

-- -- 

1.23 

1.48 

1.72 

2.14 

2.14 

1.48 

1.48 

1.72 

1.97 

2.21 

2.46 

2.75 

2.75 

2.09 

2.09 

2.34 

2.59 

2.83 

3.08 

3.40 

3.40 

2.83 

2.83 

3.07 

3.32 

3.56 

3.81 

3.96 

3.96 

3.08 

3.08 

4.00 

4.00 

4.00 

4.00 

4.00 

4.00 

DF-L 2,3,4,5 

Steel to Wood 

1) Zinc = Yellow zinc dichromate; GC = Gold Coat. 

2) Factored Resistance values determined in accordance with CSA O86-09 Section 10.11. 

3) Steel side plate factored resistance based on a minimum Fu = 45,000 psi. 

 

5) Loads are for 100% duration of load factors, and may be increased for other duration factors allowed per governing building code. 

6) Loads are for shear applications when used as described in this catalog. Please contact USP for applications and installations involving tension forces. 

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

Wood 

to Wood 14 

S-P-F 2,3,4,5 

Steel to Wood 

16 


Wood Screw Applications – WS series 

Joining 2, 3, or 4 Ply Wood Trusses 


The installation instructions and design example shown below are intended for a design professional who will be 

responsible for determining the location and number of wood screws to adequately transfer all loads on the truss. 


• Screw spacing shall not be greater than 24˝ on centre and less than 4˝ on centre. However, the location of any 

individual screw may be adjusted up to one-half the required screw spacing to avoid lumber defects or interference 

with other hardware. 

• Load or hanger spacing shall not be greater than 24˝ centre-to-centre. 

• 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. Stagger 

all 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 side 

without flipping the truss. 

• Top and bottom chords 

require screws and in some 

cases the webs may require 

screws. 

• All lateral bracing should be 

attached to each truss ply. 

• Increase edge and end 

distances if wood splitting 

occurs. 

2 1 /2˝ Min. 

1 1 /2˝ Min. 

Start screws on 

face that carries 

hanger on load 

Spacing 

4˝ min. – 24˝ max. 

1˝ min. Recommended (Typ) 

Spacing 

4˝ min. – 24˝ max. 

4˝ min 

1 1 /2˝ Min. 

End of 

chord 

Fasteners 

Description 

Length (in) 

Factored Shear Loads (100%.) 1,2,3 

Shear 

S-P-F 


Plane 

DF-L 

Stock No. Ref. No. in mm L SH T Finish Location Lbs kN Lbs kN 

WS3 SDS25300 3 3/4 2 Zinc SH, T 387 1.72 332 1.48 

WS45 SDS25412 3 Zinc SH, T 543 2.42 480 2.14 

WS6 SDS25600 6 4 Zinc SH, T 543 2.42 480 2.14 

 

2) The Truss Engineer shall apply all applicable adjustment factors. 

 

 


3 Ply with Mixed Wood Species: 

Bottom Chord: 2x6 Douglas Fir-Larch 

Top Chord: 2x4 Spruce-Pine-Fir 

WS45 Wood Screw Factored Resistance: 

(Assume shear plane across the screw shank) 

Douglas Fir-Larch: 543 Ibs. each at 100% 

Spruce-Pine-Fir: 480 lbs. each at 100% 

Design Example 

Truss top chord 

Required Loads: 

Bottom Chord Load: 500 plf 

Top Chord Load: 60 plf 

Bottom Chord Wood Screw Spacing: 

Using 2 rows of WS45 Wood Screws in 2x6 

2 x 543/500 x 

# Plies 

= 3.26 ft. 

# Plies - 1 

Use maximum spacing of 24˝. 

Top Chord Wood Screw Spacing: 

Only 1 row of WS45 Wood Screws in 2x4 member 

1 x 480/60 x 

# Plies 

= 12.0 ft. 

# Plies - 1 

Use maximum spacing of 24˝. 

Truss bottom chord 

Truss span 

Typical Truss Profile (profile may vary) 

continued on next page 



Wood Screw Applications – WS series continued 

Fasteners 

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 plies. 

• Designer shall specify all wood screws locations. 

• Increase edge and end distances if wood splitting occurs. 

• Stagger all screws installed into the opposite face. 

• A minimum of 2 rows of screws shall be used for all 

members with H = 5 1/2˝ and larger. 


Maximum Allowable Uniform Loads 

Multiple 

Members 

 

that can be applied to either outside member 1,2,3,4,5,6 

LVL/PSL (S.G. = 0.46) 

Wood Screw Spacing 

 

 


Installation 2 Rows 3 Rows 

2 Rows 3 Rows 2 Rows 3 Rows 

Stock No. Ref. No. Description (in) L SH T Figure 3,9,10 Lbs/ft kN/m Lbs/ft kN/m Lbs/ft kN/m Lbs/ft kN/m Lbs/ft kN/m Lbs/ft kN/m 

1 1695 24.74 2545 37.14 1130 16.49 1695 24.74 850 12.40 1270 18.53 

WS35 SDS25312 3-1/2 3/4 2-1/2 

2 1270 18.53 1910 27.87 850 12.40 1270 18.53 635 9.27 955 13.94 

4 1270 18.53 1910 27.87 850 12.40 1270 18.53 635 9.27 955 13.94 

5 1130 16.49 1695 24.74 755 11.02 1130 16.49 565 8.25 850 12.40 

WS6 8 SDS25600 6 1-3/4 4 

3 1455 21.23 2185 31.89 970 14.16 1455 21.23 730 10.65 1090 15.91 

6 5100 74.43 7640 111.50 3400 49.62 5100 74.43 2550 37.21 3820 55.75 

1) Factored Resistance values determined in accordance with CSA O86-09 Clause 10.11. 

 

 

4) Except for Figure 6 installation, load values neglect any contribution of screws installed to opposite side, even if they extend significantly into the loaded ply. 

 

 

 

 

 

 

red font. 

L 

SH 

T 

Serrations 

1/4˝ Beveled reamer 

on 2 1/2˝ or longer 

Wood Screws 

Cut threads 

Self drilling point 


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

WS35 installed 

in (2) 13/4˝ Ply 


in (3) 13/4˝ Ply 

WS6 installed 

in (4) 13/4˝ Ply 


in (1) 13/4˝, 

(1) 31/2˝ Ply 


in (2) 13/4˝, 

(1) 31/2˝ Ply 

WS6 installed 

in (2) 31/2˝ Ply 

Recommended Row Guidelines 

1˝ min. Recommended (Typ) 

Other Stagger patterns as approved by Engineer are acceptable 

1 1 /2˝ 

min 

18 

H 

2 1 /2˝ 

min 

2 1 /2˝ 

min 

1 1 /2˝ 

min 

Spacing 

4˝ min. – 24˝ max. 

Spacing 

4˝ min. – 24˝ max. 


4˝ min 

End of member 


Wood Screw Applications – WS series continued 


Joining 2 Ply 4x2 Floor Trusses 

The following information pertains to the use of the USP’s WS6 Wood Screws to fasten together a two-ply 4x2 floor truss 

girder, such that the induced loads are supported by both truss plies. Screw spacing and the location of each specific 

screw may vary depending on the design criteria for each application, and therefore must be determined by the truss or 

building designer. However, in the determination of screw locations, the following criterion shall also be considered. 

These criterion are varying dependent upon how trusses are loaded as follows: 

Uniform/Distributed Load 

• Screws shall be installed into the top chord with a horizontal 

spacing between screws of not less than 4-inches on centre and 

not more than 24-inches on centre. 

• A minimum end distance of 4-inches must be maintained. If 

necessary, additional screws may be installed in the bottom chord. 

• Centre 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 screws 

shall be divided between the two plies, with the spacing on each 

side 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 through 

the 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 all 

provisions 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 this 

section. 

Concentrated/Point Load 

The placement of fasteners for concentrated loading includes all 

requirements of uniform loading with the additional following 

criteria: 

• Loads must occur over a vertical member, and the necessary 

concentration 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. 

Uniform/Distributed Load 

Applied distributed load 

WS6 Wood Screws 

WS6 Wood Screw 

Additional 


if necessary 

Concentrated/Point Load 

12˝ 

max 

Applied Concentrated Load 

Applied Concentrated Load 

12˝ 

max 

Fasteners 

Truss Members 

3 1 /2˝ 

3 1 /2˝ 5/8˝ - 7 /8˝ 

Factored Shear Loads (100%) 1 


DF-L 

S-P-F 

Stock No. Ref. No. Lbs kN Lbs kN 

WS6 SDS25600 672 2.99 591 2.63 

1) Factored Resistance values determined in accordance 

with CSA O86-09 Clause 10.11. 

New products or updated product information are 

designated in red font. 

1 1 /2˝ 

Screw Detail 

Typ. @ all 

members 




Lumberlok Structural Connector Screws - LL series 

Fasteners 

The LumberLok Structural Connector Screw is a self-drilling screw that can be 

used with a number of USP Structural Connectors and also for wood-to-wood 

applications. The screws feature a T20 Torx® head with integral washer and 

gimlet point for ease of installation. The twin-lead threads drive in twice as fast 

as the single lead threads significantly reducing installation time. The USP 

head stamp identifies the screw length for easy inspection. 

Screw shear capacities are based on a diameter of 0.162” when the shear plane 

is on the screw shoulder (SH) and 0.109” when the shear plane is on the 

threads (T). LumberLok Structural Connector Screws have a bending yield 

strength of 180,000 psi. 

T20 Torx ® 

head 

Screw 

length 

Materials: Low carbon hardened steel. 



• Screws are self-drilling. 

• Install using a low speed clutch drill with T20 Torx® bit. The washer head 

should be flat to the surface. Do not over-tighten the screws. 

• Installing the screw at an angle may introduce additional bending and tension 

forces into the fastener if the screw head is not flat to the bearing surface. Care 

should be given to ensure the fastener is installed perpendicular to the plane of 

the fastener hole. 

LL915 

SH 

L 


Dimensions (in.) 


Wood-to- Withdrawal 

Shear 

Wood-to- Withdrawal 

Shear 

Stock No. Ref. No. Description L SH T Finish 2 Unit Wood Capacity 18 Ga 16 Ga Wood Capacity 18 Ga 16 Ga 

LL915 

LL930 

SD9112 

SD9212 

#9 x 1-3/8 

#9 x 2-7/8 

1-3/8 

2-7/8 

1/4 

1-3/8 

1-1/8 

1-1/2 

GC 

GC 

Lbs 

Lbs 

-- -- 

228 

237 

288 

190 

249 

208 

265 

-- -- 

196 

180 

219 

173 

226 

191 

243 

kN 

kN 

-- -- 

1.01 

1.05 

1.28 

0.85 

1.11 

0.93 

1.18 

-- -- 

0.87 

0.80 

0.97 

0.77 

1.01 

0.85 

1.08 

1) Factored Resistance values determined in accordance with CSA O86-09 Section 10.11. 

2) GC = Gold Coat over Clear Zinc Trivalent. 

3) Factored shear resistance for steel-to-wood assumes a side plate tensile strength of 45 ksi. 

4) Withdrawal loads for steel-to-wood connections assume a side plate thickness of 1 / 4 " or less. 

5) Shear loads for wood-to-wood connections assume a side member thickness of 1 1 / 2 ". 

6) Loads are for 100% duration of load factors, and may be increased for other duration factors allowed per governing building code. 


Shear 

Factored Resistance (100%) ,3,4,5,6 

DF-L 

Steel-to-Wood 

Shear 

S-P-F 

Steel-to-Wood 

Twin-lead 

threads 

Sharp Gimlet 

point 

LL930 

T 

BEARING PLATES – BP, HBPS, LBP, & LBPS SERIES 

20 

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

HBPS & LBPS – Offers anchor bolt adjustment slots. 

Materials: See chart 

Finish: BP & HBPS – none; 

LBP & LBPS – G-185 galvanizing 

Options: BP12, BP582, BP583, HBPS12, and HBPS58 

models are available in Hot-dip galvanized. 

To order, add HDG to end of stock number, 

as in BP12-HDG. 


• Bolt holes are sized 1⁄16˝ larger than Bolt Dia. shown in chart. 

Typical Bearing 

Plate installation 

W 

BP/LBP 

Standard 

Bearing Plate 

L 

PT T 

W 

HBPS/LBPS 

Slotted Bearing Plate 

L 




Stock No. Ref. No. 

Plate 

Thickness 

(T) 

W L 

Bolt 

Dia. 

(in) 

LBP12-TZ 

LBP1/2, 

LBP1/2Z 

10 Ga 9/64 2 2 1/2 

LBP58-TZ 

LBP5/8, 

LBP5/8Z 

10 Ga 9/64 2 2 5/8 

LBPS12-TZ 

LBPS1/2, 

LBPS1/2Z 

10 Ga 9/64 3 3 1/2 

LBPS58-TZ 

LBPS5/8, 

LBPS5/8Z 

10 Ga 9/64 3 3 5/8 

HBPS12 BPS1/2-3 3 Ga 1/4 3 3 1/2 

HBPS34 BPS3/4-3 3 Ga 1/4 3 3 3/4 

HBPS58 BPS5/8-3 3 Ga 1/4 3 3 5/8 

BP12 BP1/2 7 Ga 3/16 2 2 1/2 

BP582 BP5/8-2 7 Ga 3/16 2 2 5/8 

BP583 

BP5/8, 

BP5/8-3 

3 Ga 1/4 3 3 5/8 

BP343 BP3/4-3 3 Ga 1/4 3 3 3/4

Concrete & Masonry 


® 

EPOXY & MECHANICAL 

ANCHORING SYSTEMS. . . . . . . . . . . . . . . PAGES 23-26 

• CIA-GEL 7000-C Series 

Code compliant epoxy. 

• CIA-GEL 7000 Series 

Masonry approved epoxy. 

• CIA-GEL 6000-GP Series 

General purpose, quick cure epoxy. 

• CIA-EA Series 

Epoxy acrylate structural adhesive. 

• Miracle Bond ® 

Multi-purpose bonding and repair epoxy. 

• DUC Series 

Ductile Undercut Anchors. 

• Wedge-Bolt ® + Series 

Screw anchor. 

• Power-Stud HD5 Series 

Expansion anchor. 

Masonry Metals . . . . . . . . . . Pages 27-29 

• SAL Series 

Steel angle lintels. 

• WM Series 

Welded wire mesh. 

• CR Series 

Concrete reinforcing rod. 

• TW Series & TWTT 

Tie Wire and Tie Wire Tying Tool. 

• RCD & RCT 

Rod chairs hold reinforcing bars for proper placement during the 

pouring or application of concrete. 

• SCV & SCH 

Safety caps to protect against injuries from rebar. 

• ABS12 

Anchor bolt stabber for placement in wet concrete. 

• THR Series 

Threaded rod. 

• CRE24 

Epoxy coated rebar. 

• NSR 

Nail stake secures form boards to prevent movement and bowing. 

CIA-GEL 7000-C CIA-GEL 7000 CIA-GEL 6000-GP 

CIA-EA 

Miracle Bond ® 

DUC 

DUCSB 

Wedge-Bolt ® + 

Power-Stud HD5 

SAL 

WM48 

CR 

TW TWTT RCD RCT 

SCV 

SCH CRE24 ABS12 


• RP6 

Oversized plate to distribute forces on masonry surface. 

THR 

NSR 

RP6 

Concrete Form Ties & Wedge . . . Page 30 

• FT Series 

Low foundation wall tie. 

• WG 

Wedge for FT tie. 

• RKS 

Kwik strip tie for foundation applications. 


21 


FT 

RKS 

WG


Anchor Bolts. . . . . . . . . . . . . . Pages 31-33 

• STB & STBL Series 

USP anchor bolts designed for higher capacity 

applications. 

• AB & ABP Series 

USP anchor bolts designed for general capacity 

applications. 

STB/STBL AB ABP 

L 


Foundation Anchors . . . . . . . Pages 33-35 

• SFA & SFJA 

Bolted mudsill anchors for retro-fit applications. 

• FA3 

Embedded mudsill and stud anchors. 

• ST Series 

Embedded mudsill anchors. 

Laminated Beam Seats . . . . . . . . . Page 36 

• KGLB, KGLBT, & KHGLB Series 

Seats for beams bearing on concrete or masonry. 

SFA SFJA FA3 ST1-TZ 

KGLB KGLBT 

ST2-TZ 

KHGLB 


® 

Jack Posts . . . . . . . . . . . . . . . Pages 37-39 

• JP Series 

Light-duty adjustable support post. 

• Type 2 Series 

Heavy-duty adjustable support post for maximum loads. 

JP Type 2 

22 


ADHESIVE ANCHORING SYSTEMS 

CIA-GEL 7000-C EPOXY − GEL7C SERIES 


CIA-GEL 7000-C Epoxy is an adhesive designed to attach anchor bolts into concrete that is, or may 

become, cracked due to cyclic loading from wind or earthquakes. It may also be used with fully grouted 

CMU construction. It is a low odor, solvent free, non-shrink, non-sag adhesive. The two-component 

(resin and hardener) epoxy is supplied in equal volume cartridges, which are combined in a 1:1 

ratio when dispensed through the attached mixing nozzle. Either a hand powered or air-powered 

dispenser may be used. The cartridges are sealed with a D-plug which opens easily on the jobsite 

and allows partially used cartridges to be saved for later use. The epoxy has a two year shelf life when 

stored in unopened containers at temperatures between 10ºC/50ºF and 25ºC/77ºF. 

Applications: 

• Anchors All-Thread rod and deformed rebar into concrete 

• Hold downs into concrete for high seismic zones 

• Horizontal and overhead anchoring applications (requires special inspection) 

CIA-GEL 7000 EPOXY − GEL7 SERIES 

NEW 

CIA-GEL 7000 Epoxy is a structural adhesive specifically designed to attach anchor bolts into fully 

grouted concrete masonry units (CMU) and evaluated for seismic, sustained load, elevated temperature 

and freeze-thaw suitability conditions. It can also be used to install anchor bolts into uncracked 

concrete and reinforced brick. It is a low odor, solvent free, non-shrink adhesive. The two-component 

(resin and hardener) epoxy is supplied in equal volume cartridges, which are combined in a 1:1 ratio 

when dispensed through the attached mixing nozzle. Either a hand powered or air-powered dispenser 

may be used. The cartridges are sealed with a D-plug which opens easily on the jobsite and allows 

partially used cartridges to be saved for later use. The epoxy has a one year shelf life when stored in 

unopened containers at a temperature of 21ºC/70ºF. 

Applications: 

• Anchors All-Thread rod and deformed rebar into fully grouted CMU 

• Brick veneer anchoring 

• Crack injection of medium to wide cracks 

• Anchors rebar and All-Thread rod into uncracked concrete 

NEW 

Available in: 

10 oz. – GEL7C-10 

22 oz. – GEL7C-22 

Available in: 

10 oz. – GEL7-10 

22 oz. – GEL7-22 


CIA-GEL 6000-GP EPOXY − GEL6GP-22 

CIA-GEL 6000-GP is a superior epoxy specifically designed for general purpose structural applications 

that require quick load times and for doweling applications. It is a two-component (1:1 ratio) 

adhesive epoxy with 100% solids and is solvent free, moisture insensitive, non-sag and has no odor. 

It provides exceptional strength in anchoring and doweling applications and can be used in temperatures 

between 1ºC/35°F and 45ºC/115°F. The epoxy has a two year shelf life when stored in 

unopened containers at temperatures between 4ºC/40°F and 35ºC/95°F. 

Applications: 

• Doweling applications for rebar and tie bars for full depth concrete pavement repairs 

• Anchoring and bracing for short term tensile load where dynamic, vibratory, wind or 

intermittent loads exist 

• Use in concrete, grout filled block and unreinforced masonry for general purpose 

anchoring and doweling applications 

• Concrete doweling road repairs 

NEW 

Available in: 

22 oz. – GEL6GP-22 

See Anchoring Solutions Catalog or visit www.uspconnectors.com/epoxyindex.shtml for more information 


23 


ADHESIVE ANCHORING SYSTEMS 

CIA-EA EPOXY ACRYLATE − EA SERIES 


CIA-EA Adhesive Anchoring System is an epoxy acrylate specifically designed to be a high strength, 

fast cure structural adhesive for anchoring threaded rod and deformed rebar into uncracked concrete. 

It has the added advantage of being formulated to be used in colder temperatures (0°C/32°F) while 

maintaining excellent flowability. CIA-EA may also be used with fully grouted CMU and reinforced 

brick construction. It is a 2-component, 100% solids, moisture insensitive adhesive that is ideally suited 

for a wide range of applications. It is composed of a proprietary blend of solvent free epoxy acrylate 

resin and is backed by independent research and testing. The epoxy has a 15 month shelf life 

when stored in unopened containers at temperatures between 5°C/41°F to 25°C/77°F. 

Applications: 

• Anchors All-Thread rod into concrete 

• May also be used to anchor rebar, started bars and dowels 

• Applications requiring fast cure times 

• Cold weather applications 

• Can be used in horizontal anchoring applications 

• Can be used in overhead anchoring applications (requires special inspection) 

NEW 

Available in: 

10 oz. – EA-10 

28 oz. – EA-28 


MIRACLE BOND® EPOXY − MB-9 

Miracle Bond® is a high strength two-component epoxy specifically designed to be a bonding agent for 

almost all household materials including wood, steel, concrete, brick, stone and CMU block. It is moisture 

insensitive and can also be used to fill cracks in concrete, block and stone. The epoxy has a 2 year 

shelf life when stored in unopened containers in dry conditions between 4°C/40°F to 35°C/95°F. 

Applications: 

• Bonding applications for: 

Concrete 

Brick 

CMU block 

Stone 

Metal 

Wood 

• Repair vertical and overhead cracks in concrete (non-structural) 

• Repair vertical and overhead spalls in concrete (5/8” deep & 3” diameter max) 

• Non-sag consistency makes this ideal for corner repairs to concrete and block walls 

• Repair and replace brick 

• Replace pool tile (no need to empty pool) 

• Fill holes and cracks 

NEW 

Available in: 

8.6 oz. – MB-9 

24 

See Anchoring Solutions Catalog or visit www.uspconnectors.com/epoxyindex.shtml for more information 


Undercut Anchoring Systems - DUC Ductile Undercut Anchors 

Mechanical anchor expanded into a hole that has been undercut at the 

bottom using an undercutting drill bit creating a true bearing type anchor 

that performs like a cast-in-place headed anchor. Load is transferred into 

the concrete through bearing, not friction like traditional expansion 

anchors. Excellent performance in seismic and dynamic loading 

conditions. Meets ACI 318-02 Appendix D requirements as a code 

anchor, including seismic loading, tension zone, and cracked concrete 

provisions. 

DUC 

Undercut Anchor 


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 Stainless 


UCB 

Undercut Drill Bit 


Drill the hole to 

proper depth 

and diameter 

per specifications 

using 

rotohammer 

and stop drill. 

Clean the 

hole using a 

blow-out bulb 

or compressed 

air. 

Insert the 

undercut bit 

and start the 

rotohammer. 

Undercutting is 

complete when 

the stopper 

sleeve is fully 

compressed 

(gap closed). 

Clean the hole 

again using a 

blow-out bulb 

or compressed 

air. 

Insert anchor 

into hole. Place 

setting sleeve 

over anchor 

and drive the 

expansion 

sleeve over 

the expansion 

coupling. 

Verify that the 

setting mark 

is visible on 

the threaded 

rod above the 

sleeve. 

Apply proper 

torque. 

lb 

dc 

db 

Tension and Shear Capacities for DUC 

Anchors in f’c > 2,500 psi concrete 

hef 

ho 


Stock No. 

DUC38-275L 

DUC38-275LT 

DUC38-400H 

DUC38-400HT 

DUC12-400L 

DUC12-400LT 

DUC12-500H 

DUC12-500HT 

DUC12-675H 

DUC12-675HT 

DUC58-450L 

DUC58-450LT 

DUC58-750H 

DUC58-750HT 

DUC58-900H 

DUC58-900HT 

DUC34-500L 

DUC34-500LT 

DUC34-1000H 

DUC34-1000HT 

Rod Dia. d b 

Expansion 

Coupling Dia. d c 

Drilled Hole 

Depth of Stop Bit h o 

Anchor 

Length, l b 

in mm in mm in mm in mm in mm Lbs kN Lbs kN 

3-1/8 79.4 2-3/4 69.9 5-1/2 139.7 4650 20.69 2790 12.41 

3/8 9.5 5/8 15.9 

4-3/8 111.1 4 101.6 6-3/4 171.5 9690 43.10 5815 25.87 

1/2 

5/8 

3/4 

12.7 

15.9 

19 

3/4 

1 

1-1/8 

19 

25.4 

28.6 

1) Factored resistance and shear capacities are for anchors installed at standard edge distance and spacing in 

uncracked concrete. For cracked concrete capacities, see the USP Anchoring Systems Design Guide. 

4-1/4 

5-1/4 

7 

5 

8 

9-1/2 

5-7/8 

10-7/8 

107.9 

133.4 

177.8 

127 

203.2 

Effective 

Embedment h ef 

4 

5 

6-3/4 

4-1/2 

7-1/2 

114.3 

190.5 

7 

8 

9-3/4 

7-3/4 

10-3/4 

13-5/8 

177.8 

203.2 

247.6 

196.9 

273.1 

241.3 9 228.6 12-1/4 311.2 

149.2 

276.2 

5 

10 

101.6 

127 

171.5 

127 

254 

8-5/8 219.1 

346.1 

Ultimate 

Tensile 

Capacity, N s 

8515 37.88 5110 

17740 

13560 

78.91 

60.32 

28250 125.67 16950 

Ultimate 

Shear 

Capacity, V s 

10645 

8135 

20040 89.15 12025 

41750 185.72 25050 

22.73 

47.35 

36.19 

75.40 

53.49 

111.43 


25 


MECHANICAL ANCHORS - WEDGE-BOLT®+ SERIES 


The Wedge-Bolt ® + anchor is a 

one piece, heavy duty screw 

anchor with a finished hex 

head. It is simple to install, easy 

to identify and fully removable. 

The Wedge-Bolt ® + has features 

and benefits that make it well 

suited for many applications. 

The steel threads along the 

anchor body tap into the hole 

during installation to provide key 

engagement. Suitable base 

materials include normal-weight 

concrete, structural sand-lightweight 

concrete, concrete over 

steel deck, concrete masonry 

and solid clay brick. The anchor 

is designed for structural loading 

in cracked and uncracked 

concrete. 

NEW 



Anchor 


Anchor 


Usable 

Finish 

Stock No. 2 

Ref. No. 

Size (in) 1 

Finish 

Stock No. 2 

Ref. No. 

Size (in) 1 

7204SD -- -- 1/4 x 1-1/4 7282SD THD75400H 3/4 x 4 1314 SDS 1/4" x 6" 4" 

7206SD THD25134H 1/4 x 1-3/4 7284SD THD75500H 3/4 x 5 1318 SDS 3/8" x 8" 6" 

Zinc 

7208SD THD25214H 1/4 x 2-1/4 7286SD THD75600H 3/4 x 6 1384 HD Straight Shank 3/8" x 13" 4" 

Plated 

7210SD THD25300H 1/4 x 3 7288SD -- -- 3/4 x 8 1322 SDS 1/2" x 10" 8" 

7220SD THD37134H 3/8 x 1-3/4 7290SD THD75100H 3/4 x 10 1354 SDS-Max 1/2" x 13" 8" 

7222SD THD37212H 3/8 x 2-1/2 7726SD THD37400HMG 3/8 x 4 1394 HD Straight Shank 1/2" x 13" 11" 

7224SD THD37300H 3/8 x 3 7728SD THD37500HMG 3/8 x 5 1324 SDS 5/8" x 8" 6" 


7228SD THD37500H 3/8 x 5 7746SD THD50400HMG 1/2 x 4 1356 SDS-Max 5/8" x 13" 8" 

7230SD THD37600H 3/8 x 6 7748SD THD50500HMG 1/2 x 5 1396 HD Straight Shank 5/8" x 13" 11" 


Zinc 

7242SD THD50212H 1/2 x 2-1/2 7751SD THD50612HMG 1/2 x 6-1/2 1358 SDS-Max 3/4" x 13" 8" 

Plated 

7244SD THD50300H 1/2 x 3 7752SD THD50800HMG 1/2 x 8 

7246SD THD50400H 1/2 x 4 Mechanically 

THD62500HMG, 

7764SD 7248SD THD50500H 1/2 x 5 Galvanized 

THDB62500HMG 

5/8 x 5 

7250SD THD50600H 1/2 x 6 THD62612HMG, 

7766SD 7268SD THD50800H 1/2 x 6-1/2 THDB62600HMG 

5/8 x 6 

7252SD THDA62300H 1/2 x 8 7768SD THDB62612HMG 5/8 x 6-1/2 

7260SD THD62400H 5/8 x 3 THD62800HMG, 

7770SD 5/8 x 8 

7262SD THD62500H 5/8 x 4 THDB62800HMG 

7264SD THD62600H 5/8 x 5 7786SD -- -- 3/4 x 6 


7266SD THD50612H 5/8 x 6 7789SD THD75812HMG 3/4 x 8-1/2 (Zinc Plated) 

7270SD THD62800H 5/8 x 8 7790SD THD75100HMG 3/4 x 10 

7280SD -- -- 3/4 x 3 

1) The anchor size includes the diameter and length of the anchor measured from under the head. 

2) Wedge-Bolt®+ is marked with a blue tip and must be installed with a matched tolerance Wedge-Bit. 


Wedge-Bit 

chor 


Anchor USP 

Usable 

1 

2 

Ref. No. 

1 

Stock No. Description Length 

x 1-1/4 7282SD THD75400H 3/4 x 4 1314 SDS 1/4" x 6" 4" 

x 1-3/4 7284SD THD75500H 3/4 x 5 1318 SDS 3/8" x 8" 6" 

Zinc 

x 2-1/4 7286SD THD75600H 3/4 x 6 1384 HD Straight Shank 3/8" x 13" 4" 

Plated 

4 x 3 7288SD -- -- 3/4 x 8 1322 SDS 1/2" x 10" 8" 

x 1-3/4 7290SD THD75100H 3/4 x 10 1354 SDS-Max 1/2" x 13" 8" 

x 2-1/2 7726SD THD37400HMG 3/8 x 4 1394 HD Straight Shank 1/2" x 13" 11" 

8 x 3 7728SD THD37500HMG 3/8 x 5 1324 SDS 5/8" x 8" 6" 


8 x 5 7746SD THD50400HMG 1/2 x 4 1356 SDS-Max 5/8" x 13" 8" 

8 x 6 7748SD THD50500HMG 1/2 x 5 1396 HD Straight Shank 5/8" x 13" 11" 


x 2-1/2 7751SD THD50612HMG 1/2 x 6-1/2 1358 SDS-Max 3/4" x 13" 8" 

2 x 3 7752SD THD50800HMG 1/2 x 8 

2 x 4 Mechanically 

THD62500HMG, 

7764SD 

Galvanized 

5/8 x 5 

2 x 6 

7766SD 5/8 x 6 

SDS-Max Wedge Bit 

SDS-Plus Wedge Bit 

MECHANICAL ANCHORS - POWER-STUD HD5 SERIES 


(Mechanically Galvanized) 

8 x 3 

The 7770SD Power-Stud HD5 5/8 x anchor 8 is a fully 

threaded, torque-controlled, wedge expansion 

anchor. Suitable base materials include normal-weight 

concrete and structural sand-lightweight 

concrete. The anchor is manufactured 

with a hot-dip galvanized carbon steel body 

and stainless steel expansion clip. Nut and 

washer are included. 

NEW 


Stock No. 2 Ref. No. 

Anchor 

Size (in) 1 

Thread 

Length (in) 

7723HD5 WA50414MG 1/2 x 4-1/2 2-3/4 

7724HD5 WA50512MG 1/2 x 5-1/2 3-3/4 

7726HD5 WA50700MG 1/2 x 7 5-1/4 

7733HD5 -- -- 5/8 x 5 3 

7734HD5 WA62600MG 5/8 x 6 4 

7738HD5 -- -- 5/8 x 8-1/2 6-1/2 

1) The anchor size includes the diameter and 

the overall length of the anchor. 

2) All anchors are packaged with nuts and washers. 

Power-Stud HD5 

26 


Steel Angle Lintels – SAL series 

Steel Angle Lintels are used as support headers in door and window 

framing. For maximum allowable spans and minimum required bearing 

length check with applicable municipal, provincial or national building 

codes. 

Materials: 3 gauge 

Finish: Red primer 

W 1 




Steel 

Gauge W1 


W2 L 

SAL36 -- -- 3 3-1/2 3-1/2 36 

SAL42 -- -- 3 3-1/2 3-1/2 42 

SAL48 -- -- 3 3-1/2 3-1/2 48 

SAL60 -- -- 3 3-1/2 3-1/2 60 

SAL72 -- -- 3 3-1/2 3-1/2 72 

SAL91 -- -- 3 3-1/2 3-1/2 91 

Welded Wire Mesh – WM series 

Welded wire adds strencth and stability to 

concrete foundations. 

Materials: 9 gauge carbon steel wire 

Finish: None 

W 2 

SAL 

L 

L 

Typical SAL 

installation 



Stock No. 

Steel Dimensions (in) 

Ref. No. Gauge W L 

WM48 -- -- 9 48 96 

WM60 -- -- 9 60 600 

Concrete Reinforcing Rod – CR series 

Concrete Reinforcing Rod provides added strength and stability for any 

concrete projects. 

Materials: Carbon steel conforms to A615 Steel 

Finish: None 

W 

WM 

Typical WM 

installation 


Dimensions 

Stock No. Ref. No. D L 

CR12 -- -- 10 mm 

CR24 -- -- 10 mm 

CR36 -- -- 10 mm 

CR48 -- -- 10 mm 

CR72 -- -- 10 mm 

CR96 -- -- 10 mm 

L 

Tie Wire - TW series & TWTT 

TW – Tie Wire is used to secure concrete reinforcing rods in place 

during concrete forming. 

TWTT – Tie Wire Tying Tool. 


Finish: TW1 – G90 galvanizing 

CR 

Typical CR 

installation 


Stock No. 

Ref. No. 

Steel 

Gauge 

Length 

TW1 -- -- 18 6" 

TW3 -- -- 16 340' 

TW Typical TW 

TWTT Typical TWTT 

Installation 



27 


Rod Chairs – RCD & RCT 

Rod chairs hold reinforcing bars for proper placement 

during the pouring or application of concrete. 

Materials: Welded Wire 

Finish: None 

RCD 

Typical RCD 

installation 



Stock No. 

Ref. No. 

Description 

Dimensions 

(in) 

RCD -- -- Double Rod Chair 4 x 5 x 8-1/4 

RCT -- -- Triple Rod Chair 3-1/2 x 4 x 12 

Safety Caps – SCV & SCH series 

Bright orange safety caps protect against injuries from vertical rebar. 

RCT 

Typical RCT 

installation 


Materials: Composite Plastic 

Finish: None 

SCV 

Typical SCV 

installation 


Stock No. Ref. No. Description Dimensions (in) 

SCH -- -- Horizontal Safety Cap 2-3/8 x 2-1/2 x 2-1/2 

SCV -- -- Vertical Safety Cap 3-1/4 x 3-3/4 x 3-3/4 

Anchor Bolt Stabber (Bolt Rite) – ABS12 

SCH 

Typical SCH 

installation 

For accurate placement of 1/2˝ (12.7 mm) anchor bolts in wet concrete. The 

outstanding legs are different lengths, with the shorter leg centering the anchor 

bolt in a 2 x 4 sill plate and the longer leg centering the anchor bolt in a 2 x 6 

sill plate. 

Materials: Composite Plastic 


Patents: Pending 


• Slide ABS over anchor bolt and screw on cap. 

• Place bolt in wet concrete using guides for proper edge distance. 


Bolt Dia. 

Stock No. 1 

Ref. No. (in) Color 

ABS12 -- -- 1/2 orange 

1) Anchor bolt caps are included with product. 

ABS12 

Typical ABS12 

installation 

28 


Threaded Rods – THR series 

USP has added longer length THR’s to support the new deck oriented 

code requirements for mechanically reinforced railing post and deck to 

house ledger board attachments. 

Materials: ASTM A 36 Steel, also conforms to ASTM F 1554 Grade 36 

Finish: Hot-dip galvanized 

L 



• Install into wet concrete or drill minimum 1 ⁄16" oversized hole and secure 

with anchor epoxy. 

• Nuts and washers are included. 



Bolt Dia. 

(in) 

L 

(in) 

THR125-HDG RFB#4X5HDG 1/2 5 



THR1218-HDG -- -- 1/2 18 

THR1224-HDG -- -- 1/2 24 

THR1236-HDG -- -- 1/2 36 





New products or updated product 

information are designated in red font. 

NEW 

SIZES 

Epoxy Coated Rebar – CRE24 

THR 

½" THR 

Threaded 

Rod 

Typical THR 

installation 

DTB-TZ 

Page 195 

Typical THR 

Deck to ledger installation 


Two-foot epoxy coated rebar provides maximum protection 

against corrosion. 

Materials: A615 Steel 

Finish: Epoxy Dipped 


Dimensions 

Stock No. Ref. No. Dia L 

CRE24 -- -- 10 mm 24" 

Round Nail Stake – NSR 

Nail stakes are used to secure form boards to prevent movement and 

bowing. 

Materials: Steel 

Finish: Black Primer 


• Fastener holes will accommodate up to a 16d duplex nail. 



Stock No. Ref. No. Dia L 

NSR -- -- 3/4 18 

Retro Plate – RP6 

Uses heavy gauge HRPO steel and a large surface 

area to distribute seismic forces on masonry exteriors. 

L 

CRE24 

NSR 

Typical CRE24 

installation 

Typical NSR 

installation 

Materials: 3/8˝ plate 

Finish: USP primer 

Options: RP6 is available in Hot-dip 

galvanized. To order add HDG to 

stock number, as in RP6-HDG. 

6˝ 

3˝ 

3/4˝ dia. 

threaded rod 


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



RP6 RP6 

3˝ 

6˝ 

RP6 

Typical RP6 

installation 


29 


Concrete Form Ties & Wedge – FT series & WG 

FT – Connect 1x and 2x nominal form lumber in low foundation 

walls up to 4 feet high. 

11/16˝ 

WG – V-shaped wedge assures rigidity 

and consistent form spacing. 

Materials: FT – 18 gauge, WG – 14 gauge 

Finish: G90 galvanizing 

3 5 /8˝ 



• Use the Spacing Guide chart to determine spacing between 

FT units. Each level in chart assumes 12˝ form boards. Wall 

thickness from 6˝ to 12˝. 

• Install with “V” facing up. 

• Use (2) WG wedges for each tie. Insert wedge into inside slots 

for 1x nominal forms and outside slots for 2x nominal forms. 

• No walers or stiff-backs are used. 

• Vertical ties to keep forms from separating are not included. 

• Form deflection may be substantial. Check deflection, if it is 

critical, and move ties to compensate. 

• Forming lumber is assumed to have fb of 1,000 psi. 

• Not recommended for pours greater than 4 feet in height. 

3/16˝ 

WG Wedge 

must order 

separately 

L 

FT 

W 

Typical FT/WG 

installation 


Spacing Guide chart 


Steel 

Dimensions (in) Wedge 

Footing Width 

Stock No. Ref. No. Gauge W L Qty Type or Wall Thickness 

FT6 WT6 18 5/8 10-5/8 2 WG 6 

FT8 WT8 18 5/8 12-5/8 2 WG 8 

FT10 WT10 18 5/8 14-5/8 2 WG 10 

FT12 WT12 18 5/8 16-5/8 2 WG 12 

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

 

 

 

Concrete Level 1 Level 2 Level 3 Level 4 

Lift Height 1x 2x 1x 2x 1x 2x 1x 2x 

-- -- -- -- -- -- -- -- -- -- -- -- 

-- -- -- -- -- -- -- -- 

-- -- -- -- 

 

 

Kwik Strip Ties – RKS200 

For foundation applications where rental forms are 

used. Ease of form wall erection and removal makes 

this system very practical and economical. Use Kwik 

Strip Ties to hold form walls parallel, to prevent bulging 

and to prevent them from collapsing while concrete is 

being poured. 2 x 4 studding is not required for form 

work. 




Steel Dimensions Footing Width or 

Stock 

Ref. No. Gauge W L Wall Tickness 

No. 

RKS200 -- -- 18 3/4 12-1/8 approximates 8" 

RKS 

Water 

bar 

installed 

Stake every 

2 feet 

1 x 3 cleat 

every 2 feet 

Typical RKS 

installation 

Kwik Strip Ties 

installed 

30 


Anchor Bolts – STB & STBL series 

Embossed ends provide guides for embedment angle and depth. An embedment line is 

embossed on the shaft for easy installation. Features rolled threads for high tensile strength. 

STB – For monolithic slabs and concrete stem walls. 

STBL – Designed for use with 3x sill plates. Excellent choice for 

use with taller holdown washers like those in the PHD/PHDA 

series. 


Materials: ASTM F 1554 Grade 36 

Finish: None 

Options: STB16, STB20, STB24, STB28, STB34, 

STBL24, and STBL28 models are available in 

Hot-dip galvanized. To order, add HDG to end of 

stock number, as in STB34-HDG. 

Codes: Load values are derived from data submitted to 

various North American building code 

evaluators. 


• Select appropriate STB or STBL Anchor Bolt. 

• Use normal weight concrete with minimum compressive strength of 2,500 psi. 

• Minimum centre-to-centre spacing between bolts is 3(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 USP’s ABS12 anchor bolt stabber to hold anchor bolt in place during installation. 

Typical STB Anchor 

Bolt installation 

(No. 4 Rebar in Breakout Zone, 

Min. 1-3/4” Edge Distance) 


Monolithic or Stem Wall Foundations – Prior to pour, install the STB or STBL in an upright 

position and at a 45° angle to the wall. Install one horizontal #4 rebar at a depth of 4˝ (minimum). 

(See illustrations.) 

Concrete Block Applications – Prior to cell pour, install the STB or STBL in an upright 

position and at a 45° angle to the wall. (See illustrations.) Use the embossed angle guide 

on the end of the STB or STBL shaft as a guide. Install one horizontal #4 rebar at a depth 

of 4˝ and one vertical #4 rebar maximum 48˝ o.c. spacing. Fill all cells with concrete having 

a minimum 2,000 psi compressive strength. 

STB Anchor Bolt 

Installation – Along 

Continuous Stem Wall 

(No.4 Rebar Min Length = 4xl e , 

Min. 1-3/4" Edge Distance) 


Installation – Corner 

of Stem Wall 

(Min. 12" Return Stem Wall, 

Min. 5" End Distance) 


Installation – End of 

Stem Wall 

(Min. 5" End Distance, and 

No.4 Rebar Min Length) 


(Identification on bolt head, 

minimum anchor embedment, l e ) 



31 


Anchor Bolts – STB & STBL series continued 


Anchor Bolt Selection table 

2x, 3x, (2) 2x 

Sill Plates 1 


Stock No. 

Mono Pour 

PHD2A 

TDX2-TZ 

LTS20B 

STB16 

HTT45 

STBL16 

HTT4 

HTT16 

PHD4A 

STB20 

HTT45 

STBL20 

HTT45 

STB24 

HTT5 

STBL24 

PHD8 

UPHD8 

STB28 

TD7 

STBL28 

TD9 

TD12 

* 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. 

Typical STB/STBL 

concrete block installation 

Corner 

installation 

Non-Corner 

installation 

Corner 

installation 

Plan view of STB/STBL 

placement in concrete stemwall 

0˚ 

Outside edge 

of concrete 



Stock No. 

STB16 

STB20 

STB24 

STB28 

STB34 

STB36 

STBL16 

STBL20 

STBL24 

STBL28 


Stemwall 

Min. 

Seismic I e F a S a (0.2) < 0.35 Wind I e F a S a (0.2) < 0.35 Seismic I e F a S a 

Ref. No. Width Dia. L H Embed. (E) Unit Midwall Corner End Wall Midwall Corner End Wall Midwall Corner End Wall 

SSTB16 

SSTB20 

SSTB24 

SSTB28 

SSTB34 

SSTB36 

SSTBL16 

SSTBL20 

SSTBL24 

SSTBL28 

6 

6 

6 

8 

8 

8 

6 

6 

6 

8 

5/8 

5/8 

5/8 

7/8 

7/8 

7/8 

5/8 

5/8 

5/8 

7/8 

17-13/16 

21-13/16 

25-13/16 

31 

36 

38 

19-9/16 

23-9/16 

27-9/16 

32-3/4 

5 

5 

5 

5 

6 

8 

6-3/4 

6-3/4 

6-3/4 

6-3/4 

12-13/16 

16-13/16 

20-13/16 

26 

30 

30 

12-13/16 

16-13/16 

20-13/16 

26 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

5920 

7170 

8385 

14140 

15980 

15980 

5920 

7170 

8385 

14140 

5920 

6635 

8280 

13285 

14735 

14735 

5920 

6635 

8280 

13285 

5920 

6635 

8280 

13285 

14350 

14350 

5920 

6635 

8280 

13285 

6770 

8185 

9585 

14575 

18225 

18225 

6770 

8185 

9585 

14575 

6770 

6770 

8910 

14575 

16840 

16840 

6770 

6770 

8910 

14575 

6770 

6770 

8910 

14575 

15050 

15050 

6770 

6770 

8910 

14575 

4935 

5970 

6985 

10710 

13320 

13320 

4935 

5970 

6985 

10710 

4935 

4975 

6545 

10710 

12280 

12280 

4935 

4975 

6545 

10710 

4935 

4975 

6545 

10710 

11060 

11060 

4935 

4975 

6545 

10710 

kN 

kN 

kN 

kN 

kN 

kN 

kN 

kN 

kN 

kN 

26.33 

31.90 

37.30 

62.90 

71.09 

71.09 

26.33 

31.90 

37.30 

62.90 

26.33 

29.52 

36.83 

59.10 

65.55 

65.55 

26.33 

29.52 

36.83 

59.10 

26.33 

29.52 

36.83 

59.10 

63.83 

63.83 

26.33 

29.52 

36.83 

59.10 

30.12 

36.41 

42.64 

64.84 

81.07 

81.07 

30.12 

36.41 

42.64 

64.84 

30.12 

30.12 

39.64 

64.84 

74.91 

74.91 

30.12 

30.12 

39.64 

64.84 

30.12 

30.12 

39.64 

64.84 

66.95 

66.95 

30.12 

30.12 

39.64 

64.84 

21.95 

26.56 

31.07 

47.64 

59.25 

59.25 

21.95 

26.56 

31.07 

47.64 

21.95 

22.13 

29.11 

47.64 

54.63 

54.63 

21.95 

22.13 

29.11 

47.64 

21.95 

22.13 

29.11 

47.64 

49.20 

49.20 

21.95 

22.13 

29.11 

47.64 

1) Loads may not be increased for short term loading. 

2) Minimum center to center spacing between bolts is 3(E) for anchors acting in tension simultaneously. 

 

 

 

6) Connection is limited by lowest of bolt or holdown capacity. 

 


Factored Tensile Resistance 1,2 

32 


Anchor Bolts – AB & ABP series 

Anchor Bolts are used to secure wood plates to foundation walls. Washers are 

available in various package combinations. 


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

Finish: AB126-HDG, AB128-HDG, AB1212-HDG, AB5812-HDG – 

Hot-dip galvanized; All others – none 


• Select appropriate AB or ABP Anchor Bolt. 

• Use concrete with minimum compressive strength of 

2,000 psi at 28 days 

• Nuts and standard washers are included. 

• Anchor bolts intended for use to satisfy code 

prescribed anchoring of mudsill plates, and shall be 

installed as defined in the code. 

• Factored resistance shall be derived in accordance 

with the code. 



Bolt 

Dia. (in) 

L 

(in) 

AB126-HDG -- -- 1/2 6 

AB128-HDG -- -- 1/2 8 

AB1212-HDG -- -- 1/2 12 

AB5812-HDG -- -- 5/8 12 

AB6NW -- -- 1/2 6 

AB8NW -- -- 1/2 8 

ABP6NW -- -- 1/2 6 

ABP8NW -- -- 1/2 8 

L 

ABP 

Typical AB 

installation 

AB 

L 


Foundation Anchors – SFA & SFJA series 

SFA – Mudsill anchors for retrofit applications. Features a 

slotted bend line for easy field adjustment when foundation walls 

are slanted. 

SFJA – Ties floor joists directly to foundations with bolt fastening. 



7˝ 

F1 


• Use all specified fasteners. See Product Notes, page 

10. 

• A design professional must specify anchor bolt type, length, 

and embedment. Anchor bolts are laterally loaded. Follow 

installation instructions for epoxy adhesive. 

• Factored resistance assume a minimum concrete compressive 

strength of 2,000 psi. 

8˝ 

SFA8 

6˝ 

Typical SFA installation 

Fastener Schedule 

Factored Resistance 1 

Anchor 

Framing 

DF-L 

S-P-F 


Steel 

Bolts 

Nails 2,4 Bolts 3 F1 Uplift F1 Uplift 

Stock No. Ref. No. Gauge Qty Dia. Qty Type Qty Dia. 115% 115% 115% 115% 

SFJA FJA 12 1 5/8 -- -- -- -- 2 5/8 -- -- 1620 -- -- 1360 

SFA8 -- -- 12 2 1/2 7 10d x 1-1/2 -- -- -- -- 1085 -- -- 915 -- -- 

1) The 115% values are short-term loads such as wind and earthquake. 

2) Minimum nail embedment shall be 8 nail diameters (typ). 

3) Bolts shall conform to ASTM A 307 or better. 

4) NAILS: 

red font. 

Uplift 

1 1 /2˝ 

6˝ 

6 1 /2˝ 

Typical SFJA 

installation 

1 1 /2˝ 

SFJA 


33 


Foundation Anchors – FA3 series 


For installation into concrete slabs. The FA3 features a split flange for nailing 

to both mudsill and stud for greater framing versatility. 



Options: FA3 is available in Triple Zinc. 

To order, add TZ to end of stock number, 

as in FA3-TZ. 



evaluators. 


• 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. 

• Do not rely on these anchors to secure concrete sections together between 

cold joints. 

• Insert into wet concrete (minimum strength of 2,000 psi). Place mudsill after 

concrete cures. Secure flanges to sill (and stud, if applicable), bending flanges 

as needed to achieve a tight fit. Fasten as directed in chart. 

1 1 /2˝ 

4 5 /8˝ 

F2 

5 3 /4˝ 

FA3 

F1 

Embossed lines 

provide guide for 

matching to edge 

of form board 

1˝ 

Uplift 

Typical FA3 installation 

in concrete 


FA3 Form board 

installation 

Alternate FA3 

installation 

Typical FA3 installation 

to mudsill and stud 

Plate 

Size 

2 x4 

or 

2 x 6 

2 x4 

or 

2 x 6 


Fastener Schedule 1,9 DF-L Factored Resistance 2,3,5,6,7 

S-P-F Factored Resistance 2,3,5,6,7 

Sill Plate 

Stud Min Wind and SDC A & B SDC C-F Wind and SDC A & B SDC C-F 

Stemwall 

Side Top Uplift F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift F1 F2 

USP Ref. Steel 

Thickness 

Stock No No. Ga. W L I E D Qty Qty Type Qty Type (in.) Unit 115% 115% 115% 115% 115% 115% 115% 115% 115% 115% 115% 115% 

Uncracked Concrete 8 

FA3 

Lbs 1045 645 760 1045 645 760 900 555 655 900 555 655 1010 62 

2 4 10d x 1-1/2 -- -- -- -- 6 

Mudsill Only MAS 

kN 4.65 2.87 3.38 4.65 2.87 3.38 4.00 2.47 2.91 4.00 2.47 2.91 

16 1-1/2 4-5/8 4 1 

FA3 

Lbs 780 635 480 780 635 480 670 545 415 670 545 415 755 61 

2 2 10d x 1-1/2 2 10d x 1-1/2 6 

Mudsill & Stud 

kN 3.47 2.82 2.14 3.47 2.82 2.14 2.98 2.42 1.85 2.98 2.42 1.85 

Cracked Concrete 8 

FA3 

Lbs 1020 565 760 875 485 670 875 485 655 755 415 575 985 54 

2 4 10d x 1-1/2 -- -- -- -- 6 

Mudsill Only MAS 

kN 4.54 2.51 3.38 3.89 2.16 2.98 3.89 2.16 2.91 3.36 1.85 2.56 

16 1-1/2 4-5/8 4 1 

FA3 

Lbs 780 565 480 780 485 480 670 485 415 670 415 415 755 54 

2 2 10d x 1-1/2 2 10d x 1-1/2 6 

Mudsill & Stud 

kN 3.47 2.51 2.14 3.47 2.16 2.14 2.98 2.16 1.85 2.98 1.85 1.85 

1) Predrilled holes are not required. 

2) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increased is allowed. 

3) FA3 capacities are based on using a single-ply 2x sill plate. 

4) Minimum distance of 1.5 x I E ( 6 inches) is required to obtain the listed capacity. 

5) Minimum anchor spacing for full capacity is 2 x l E . For spacing less than that reduce capacity proportionally. 

6) Factored resistances are based on lumber with a specific gravity of 0.49 and a moisture content of 19% or less. 

7) Uplift deformation based on wood connection strength. 

8) Minimum concrete strength f'c = 2500 psi 


10) NAILS: 


34 


Foundation Anchors – ST series 

ST1-TZ – For installation into concrete slab or poured stemwalls. 

The ST1-TZ features a prebent base flange to assure proper 

anchoring into concrete. 

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. 

Min. embed 

8 1/2" E 



Finish: G-185 galvanizing 


various North American building code evaluators. 



• Use a minimum of two anchors per mudsill. An anchor should always be 

within 12˝ of the end of each mudsill section. 

• Do not rely on these anchors to secure concrete sections together between 

cold joints. 

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

(minimum strength of 2,000 psi or 13.8 MPa). Alternate installation is 

possible by inserting unbent flanges through 3/4˝ center hole predrilled in 

mudsill. Foundation anchors may also be attached to mudsill and then 

inserted into wet concrete. When installing ST2-TZ into concrete block, fill cells 

with grout with a minimum strength of 2,000 psi or 13.8 MPa. Concrete block 

edges may need to be beveled to facilitate installation. 

• ST2-TZ in masonry construction shall be installed in the core of the block and 

grouted with concrete grout designed for that purpose. In no case, shall they 

be installed in a mortar joint. 

Typical 

ST1-TZ 

installation 

in concrete 

Uplift 

F 1 

F 2 

Alternate 

ST1-TZ 

installation with 

3/4˝center hole 

Drill 3 ⁄4" dia. 

hole 

Drill 3 ⁄4" dia. 

hole 


Spread sill flanges to sill 

width prior to insertion 

into wet concrete 

10˝ 

18˝ 

DO NOT install 

ST1-TZ and ST2-TZ 

without pre-bending 

sill flanges in “Y” 

configuration 

ST1-TZ 

ST2-TZ 

Alternate 

ST2-TZ 

installation with 

3/4˝ center hole 

in mudsill 

Plate 

Size 

2 x 4 - 6 


Stock No. 

ST1-TZ 

ST2-TZ 

Fastener Schedule 2,3 

Min. 

Factored Resistance (115%) 1 

Steel Mudsill Top Mudsill Side Embed. (in) 

DF-L 

S-P-F 

Ref. No. Gauge Qty Type Qty Type 

(E) 

Unit F1 F2 Uplift F1 F2 Uplift 

MAB15, 

Lbs 979 1134 1310 839 972 1123 

18 4 8d x 1-1/2 HDG 4 8d x 1-1/2 HDG 

MAB15Z 

kN 4.36 5.04 5.83 3.73 4.32 4.99 

MAB23, 

Lbs 979 1134 1310 839 972 1123 

18 4 8d x 1-1/2 HDG 4 8d x 1-1/2 HDG 

MAB23Z 

kN 4.36 5.04 5.83 3.73 4.32 4.99 

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase is allowed. 

For standard term loads divide the values by 1.15. 


3) NAILS 

red font. 


35 


Laminated Beam Seats – KGLB, KGLBT, & KHGLB series 


KGLB – Single bolt, bearing only. 

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

KHGLB – Double bolt design provides uplift and horizontal resistance. 

Materials: Flanges – 1/4˝ steel 

Bearing Plate – See chart 

Anchor dowels – 3⁄4˝ x 12˝ rebar 


Options: Consult USP for non-catalogue variations. 

Codes: Load values are derived from data 

submitted to various North American 

building code evaluators. 


• Use all specified fasteners. See Product 

Notes, page 10. 

• Bolt holes shall be a minimum of 1⁄ 32˝ to a 

maximum of 1⁄ 16˝ larger than the bolt diameter. 

• Concrete or masonry walls must be checked 

by a design professional for adequacy to resist 

lateral or uplift loads transferred from the beam 

seat anchor. 


Stock 

No. 

Dimensions (in) Bolt Schedule Factored Bearing Resistance 1,4,5 

Masonry @ 375 psi 2 Concrete 3 

Dia. 

Ref. No. W L T D Qty 

(in) 

Lbs kN Lbs kN 

KGLB5A GLB5A 5-1/4 7 1/4 5 1 5/8 16980 75.53 16980 75.53 

KGLB5B GLB5B 5-1/4 7 3/8 6 1 5/8 20370 90.61 20370 90.61 

KGLB5C GLB5C 5-1/4 7 3/8 7 1 5/8 23765 105.72 23765 105.72 

KGLB5D GLB5D 5-1/4 7 3/8 8 1 5/8 27160 120.82 27160 120.82 

KGLB7A GLB7A 6-7/8 9 1/4 5 1 3/4 22355 99.44 22355 99.44 

KGLB7B GLB7B 6-7/8 9 3/8 6 1 3/4 26825 119.33 26825 119.33 

KGLB7C GLB7C 6-7/8 9 3/8 7 1 3/4 31300 139.23 31300 139.23 

KGLB7D GLB7D 6-7/8 9 3/8 8 1 3/4 35770 159.12 35770 159.12 

1) Beams must fully bear on plates. 

2) Factored bearing resistances 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.) Factored bearing resistances shall be reduced where limited by wood bearing on the plate. 

3) Factored bearing resistances on concrete are based on factored 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. 


Stock No. 

KHGLBA 

KHGLBB 

KHGLBC 

KHGLBD 

KGLBT512 

KGLBT612 

KGLBT516 

KGLBT616 

KGLBT520 

KGLBT620 

T 

L 

3˝ 

3 1 /2˝ 

KGLB 

W 

D 

12˝ 

Bearing Plate 

Concrete pilaster 

Rebar welded to 

bearing plate 


Bolt 

Factored Bearing Resistance 1,5 

Schedule 

Masonry On Concrete with Beam Width 1 F2 3,4 Min. 3-1/8 

Range 

Dia. 

@ 

Beam Width (W) 

Ref. No. W D L T Qty (in) Unit 375 psi 5-1/8 6-3/4 8-3/4 10-3/4 100% Uplift 115% 3 

HGLBA 

HGLBB 

HGLBC 

HGLBD 

GLBT512 

GLBT612 

GLBT516 

GLBT616 

GLBT520 

GLBT620 

3-1/4 to 9 

3-1/4 to 9 

3-1/4 to 9 

3-1/4 to 9 

3-1/4 to 11 

3-1/4 to 11 

3-1/4 to 15 

3-1/4 to 15 

3-1/4 to 19 

3-1/4 to 19 

5 

6 

7 

8 

5-1/2 

6-1/2 

5-1/2 

6-1/2 

5-1/2 

6-1/2 

10 

10 

10 

10 

12 

12 

16 

16 

20 

20 

3/8 

3/8 

3/8 

3/8 

1/3 

3/8 

1/3 

3/8 

1/3 

3/8 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

3/4 

3/4 

3/4 

3/4 

3/4 

3/4 

3/4 

3/4 

3/4 

3/4 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

27000 

32400 

37800 

43200 

35640 

42120 

39170 

46290 

39170 

46290 

16980 

20370 

23765 

27160 

18670 

22070 

18670 

22070 

18670 

22070 

22355 

26825 

31300 

35770 

24595 

29065 

24595 

29065 

24595 

29065 

28980 

34775 

40570 

46370 

31880 

37680 

31880 

37680 

31880 

37680 

-- -- 

-- -- 

-- -- 

-- -- 

39170 

46290 

39170 

46290 

39170 

46290 

9445 

9445 

9445 

9445 

9445 

9445 

9445 

9445 

9445 

9445 

4045 

4045 

4045 

4045 

4045 

4045 

4045 

4045 

4045 

4045 

kN 

kN 

kN 

kN 

kN 

kN 

kN 

kN 

kN 

kN 

120.11 

144.13 

168.15 

192.17 

158.54 

187.37 

174.24 

205.92 

174.24 

205.92 

75.53 

90.61 

105.72 

120.82 

83.05 

98.18 

83.05 

98.18 

83.05 

98.18 

99.44 

119.33 

139.23 

159.12 

109.41 

129.29 

109.41 

129.29 

109.41 

129.29 

128.91 

154.69 

180.47 

206.27 

141.81 

167.62 

141.81 

167.62 

141.81 

167.62 

-- -- 

-- -- 

-- -- 

-- -- 

174.24 

205.92 

174.24 

205.92 

174.24 

205.92 

42.02 

42.02 

42.02 

42.02 

42.02 

42.02 

42.02 

42.02 

42.02 

42.02 

17.99 

17.99 

17.99 

17.99 

17.99 

17.99 

17.99 

17.99 

17.99 

17.99 

1) Beams must fully bear on plates. 

2) Factored bearing resistances on concrete are based on factored bearing stress perpendicular to the grain of 460 psi and 

actual beam width times beam bearing length. 

3) The 115% values are short-term loads such as wind and earthquake and are based on bolt in wood values only. 

Factored resistances assume concrete or masonry structure is adequate to resist loads in those directions. 

4) Factored resistances 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. 

1/2˝ Min. 

clearance 

Uplift 

F2 

Typical KGLB installation 

D 

L 

3˝ 

L 

3 1 /2˝ 

1 1 /2˝ 

3˝ 

2 1 /2˝ 

1 1 /2˝ 

W 

Structural 

tee 

KGLBT 

W 

2 1 /2˝ 

KHGLB 

1 1 /4˝ 

T 

1 1 /4˝ 

D 

T 

3˝ 

4˝ 12˝ 

3˝ 


36 


Adjustable Support Posts – JP series 

Adjustable Support Posts may be used to support carport roofs and beams 

carrying loads not more than two wood frame floors, where the length of joists 

carried by such beams does not exceed 16’ and a live load on any floor does not 

exceed 50 lbs/ft 2 . 


Materials: 3 gauge steel plates (3.5˝ x 6˝); 

12 gauge outer tube (2 3⁄4˝ O.D); 

11 gauge inner tube (2 1⁄2˝ O.D.) 

Finish: RSC Red Primer Paint 

Codes: JP108: CCMC 09199-L 

Conform to NBC 2010, Article 9.17.3.4.(1) and to 

CAN/CGSB-7.2-94. 


• Elevate top tubing to approximate height and insert locking pin. Rotate jack screw 

to desired height, then fasten top plate in position. Ensure top and bottom plates are 

properly fastened to supported beam members and properly aligned to the 

supported base footing. Always ensure product is installed 90º to beam and footing. 


Steel 

Adjustable Height Allowable Load 1,2 Factored Resistance 1,2 

Stock No. Ref. No. Gauge in mm Lbs kN Lbs kN 

JP24 -- -- 3 17 - 24 432 - 610 8555 38.06 12319 54.80 

JP60 -- -- 3 36 - 60 914 - 1524 8555 38.06 12319 54.80 

JP96 -- -- 3 60 - 96 1524 - 2438 8555 38.06 12319 54.80 

JP108 -- -- 3 72 - 108 1829 - 2743 8177 36.37 11775 52.38 

1) The loads given above the established in accordance with CAN/CGSB-7-2 for allowable 

load design. The factored resistances given above are for Limit States Design in 

accordance with the 1995 National Building Code of Canada. 

2) The bearing resistance of the supported beam should be checked by the building designer 

using the appropriate CSA standard. 

JP 


Replacement Parts for 

Adjustable Support Posts 


Stock No. 

Qty/ 

Package 

Description 

JPCP Setting Pin 1 

JPSN Screw & Nut Assembly 1 

JPSP 6" x 7" Steel Plate 15 

JPSSN Screw & Nut Assembly 1 

JPTP Top Plate 1 

Typical JP 

installation 

JPSP 

JPSN 

JPSSN 

JPTP 

JPCP 


37 


Adjustable Support Posts – Type 2 series 


Meets or exceeds CCMC requirements for a Type 2 Adjustable Steel Column and 

may be used to support carport roofs and beams carrying not more than two woodframe 

floors where the length of the joists carried by such beams does not exceed 

16 feet and the live load on any floor does not exceed 50 lbs/ft 2 . May also be used 

on projects exceeding the prescriptive requirements where a professional engineer 

is directly involved and the factored resistance requirements are met. 

Materials: Top & Bottom Plates (4 1⁄2˝ x 6˝) – 3 gauge; 

T2JPLD Light-Duty Tube (2 1⁄2˝ x 2 1⁄2˝) – 11 gauge; 

T2JPHD Heavy-Duty Tube (3˝ x 3˝) – 8 gauge 

Finish: Tube – Powder Coated Red Paint 

Plates – Grey Primer Paint 

Codes: Conforms to CAN/CGSB-7.2-94. 


• Elevate supported beam to the proper height. Turn threaded collar to extend 

post to the desired length. Ensure that the top and bottom plates are properly 

fastened to the supported beam and aligned properly with the supporting 

foundation. Always ensure product is installed 90° to the beam and footing. 

Light Duty Type 2 Column 


Adjustable Height Extended Length Allowable Load (100%) 1,3 Factored Resistance (100%) 2,3 

Stock No in mm in mm kN Lbs kg kN Lbs kg 

T2JPLD84 80 - 84 2032 - 2134 84 2134 75.2 16900 7665 115.8 26000 11813 

T2JPLD88 84 - 88 2134 - 2235 88 2235 68.9 15500 7030 108.1 24300 11020 

T2JPLD90 86 - 90 2184 - 2286 90 2286 66.7 15000 6805 105.4 23700 10750 

T2JPLD96 92 - 96 2337 - 2438 96 2438 60.5 13600 6170 97.4 21800 9936 

T2JPLD102 98 - 102 2489 - 2591 102 2591 56.9 12800 5805 89.2 20050 9095 

T2JPLD108 104 - 108 2642 - 2743 108 2743 54.3 12200 5535 82.2 18400 8385 

T2JPLD120 116 - 120 2946 - 3048 120 3048 48.5 10900 4945 69.8 15600 7119 

NEW & 

IMPROVED 

DESIGN 

9/16" hole 

for height 

adjustment 

Type 2 Post 


Heavy Duty Type 2 Column 


Adjustable Height Extended Length Allowable Load (100%) 1,3 Factored Resistance (100%) 2,3 

Stock No in mm in mm kN Lbs kg kN Lbs kg 

T2JPHD84 80 - 84 2032 - 2134 84 2134 176.1 39600 17960 222.5 49900 22687 

T2JPHD88 84 - 88 2134 - 2235 88 2235 162.8 36600 16600 210.4 47300 21455 

T2JPHD90 86 - 90 2184 - 2286 90 2286 157.9 35500 16100 206.4 46400 21045 

T2JPHD96 92 - 96 2337 - 2438 96 2438 142.8 32100 14560 193.5 43400 19728 

T2JPHD102 98 - 102 2489 - 2591 102 2591 133.4 30000 13610 179.3 40300 18280 

T2JPHD108 104 - 108 2642 - 2743 108 2743 125.9 28300 12835 167.7 37600 17104 

T2JPHD120 116 - 120 2946 - 3048 120 3048 119.2 26800 12155 145.5 32700 14838 

1) The Allowable Load values have been determined thru testing standards prescribed in 

the National Research Council Evaluation Directive for Adjustable Steel Columns using a 

safety factor of 2.25. 

 

 

3) The bearing resistance of the supported beam should be checked by the building designer 

using the appropriated CSA standard. 


Adjustment 

Assembly 

HEAVY DUTY 

ADJUSTMENT ASSEMBLY 

FOR MAXIMUM LOADS 

MODULAR DESIGN FOR 

GREATEST JOB SITE 

FLEXIBILITY 

Square Tube 

Design 

38 

SQUARE POST FOR EASY 

AND ACCURATE CUT DOWN 

USE REBAR/ROD THROUGH 

9/16” HOLE FOR HEIGHT 

ADJUSTMENT 


Universal Plate 

Type 2 Heavy- Duty Support 

Post Accessories on next page

Type 2 Top Plates – T2TP Series 


Type 2 Heavy-Duty Top Plates are compatible with Type 2 Adjustable Support 

Posts and provide additional bearing for Structural Composite Lumber (SCL) 

beams and dimensional lumber. They are easily placed and aligned on top of the 

standard steel column top plate supplied with each USP Type 2 column and can 

be quickly fastened to the supported beam. 

T2TP527 – 5-1/4” bearing width (Typical: 3 ply 1-3/4” LVL or 6x beam) 

T2TP79 – 7” bearing width (Typical: 4 ply 1-3/4” LVL or 8x beam) 

Materials: 3 gauge ASTM A 36 steel 



• Place Heavy-Duty Top Plate on top of standard Type 2 Top Plate. 

• Align holes in Heavy-Duty Top Plate with holes in standard Type 2 Top Plate. 

• Install appropriate lag screws through stacked top plates into bottom of 

supported beam. 


Stock No. 



Factored Resistance 

Steel 

Bearing (100%) Bearing (100%) 

Ref. No. Gauge W L Qty Type Lbs kN Lbs kN 

T2TP527 -- -- 3 5-1/4 7 4 1/4" x 2" Lag Screw 29300 131 22600 101 

T2TP79 -- -- 3 7 9 4 1/4" x 2" Lag Screw 38500 173 34000 152 

1) Factored resistances are for standard term loading; reduce or increase for other load durations in accordance with the code. 

2) Bearing loads are based on compression perpendicular to grain values published in the Canadian Standards Association 

CSA-O86-09 and having the top plate in full contact with the supported member. 

3) Factored resistances are based on lumber with a specific gravity of DF-L = 0.49 and S-P-F = 0.42 and 

a moisture content of 19% or less. 

4) Lag Screws are not supplied. WS2 Wood Screws (1/4" dia. x 2" long) may be ordered separately and used in lieu of lag screws. 

5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 

6) The factored resistance of the T2TP may exceed the column capacity. Refer to the Type 2 Column load tables for the 

maximum factored resistance based on column length. 

7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means 

other than the column top plate. 

8) The factored resistance must be reduced according to code when supporting the end of the beam. 


DF-L 

S-P-F 

NEW 

W 

T2TP79 

(T2TP527 similar) 

Typical T2TP79 

installation 

(T2TP527 similar) 

L 


Type 2 Column Caps – T2CC Series 

Cap only version for Type 2 Adjustable Support Posts. Adds 

bearing capacity and resists beam rotation. 

Materials: T2CC35: 7 gauge ASTM A1011; 

T2CC525, T2CC71: 3 gauge ASTM A 36 steel 


NEW 


• Replaces standard Type 2 Top Plate. 

• Slide column cap tube into top of existing threaded pipe component for complete 

adjustability. 

• WS3 Wood Screws, ¼”dia. x 3” long, are supplied with T2CC Column Caps. 

W 

L 

T2CC35 

H 


Fastener 

Schedule 4 


Steel 

Beam 

Bearing (100%) Bearing (100%) 

Stock No. Ref. No. Gauge W H L Qty Type Lbs kN Lbs kN 

T2CC35 - - 7 3-5/8 6-1/2 11 16 WS3 31270 139.1 23675 105.3 

T2CC525 - - 3 5-1/4 8 13 16 WS3 54115 240.7 40970 182.2 

T2CC71 - - 3 7-1/8 6-1/2 11 16 WS3 62540 278.2 47350 210.6 

1) Factored resistances are for standard term loading; reduce or increase for other load durations in accordance with the code. 

2) Bearing loads are based on compression perpendicular to grain values published in CSA O86-09 and having the bucket base in full contact 

with the supported member. 

3) Factored resistances are based on lumber with a specific gravity of DF-L = 0.49 and S-P-F = 0.42 and a moisture content of 19% or less. 

4) WS3 Wood Screws (1/4" dia. x 3" long) are included with T2CC Column Caps. 


6) The factored resistance of the T2CC may exceed the column capacity. Refer to the Type 2 Column load tables for the maximum factored 

resistance based on column length. 

7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap. 

8) The factored resistance must be reduced according to code when supporting the end of the beam. 


DF-L 


S-P-F 

Typical T2CC 

installation 


39 


Holdowns 

Predeflected Holdowns . . . . . . . . . Page 41 

• PHD & PHDA Series 

Connects to wood post with WS series wood screws. 

PHD 

PHDA 

Holdowns . . . . . . . . . . . . . . . . . Pages 42-44 

• TD & TDX Series 

Standard holdown. Connects to post with bolts. 

• UPHD Series 

High capacity holdown. Connects to post with wood screws. 

Tension Ties . . . . . . . . . . . . . . . . . . . Page 45 

• HTT Series 

Heavy tension tie. Bolts to foundation and nails to post. 

• LTS Series & LTTI31 

Light-capacity tension tie. Bolts to foundation and nails to post 

Concrete Angles . . . . . . . . . . . . . . . Page 46 

TD 

HTT 

TDX 

LTS 

UPHD 

LTTI31 


Holdowns 

• TDL Series 

Light-capacity foundation strap. Bolts to foundation and nails or bolts to 

post. 

TDL 

Foundation Straps . . . . . . . . . Pages 46-49 

• LSTAD & STAD Series 

Embedded strap holdowns for built-up 2x-end posts. 

• HPAHD & PAHD42 Series 

Embedded strap holdowns for solid end posts. 

• TA Series 

Straps through masonry foundation wall. 

Purlin Anchors . . . . . . . . . . . . . . . . . Page 50 

• PA & PAI Series 

Embedded strap for concrete to purlin connections. 

LSTAD/ 

STAD 

PA 

HPAHD PAHD42 TA 

PAI 

40 


Predeflected Holdowns – PHD & PHDA series 

Reduces eccentricity in the studs/post decreased with 

centerline dimension. No thru-bolts to countersink. 

Materials: See chart. 


Codes: Load values are derived from data submitted 

to various North American building code 

evaluators. 




• Place the PHD/PHDA over the anchor bolt. No washer is 

required. 

• Install with USP’s code evaluated WS3 (1/4˝ x 3˝) Wood 

Screws, which are provided with the holdown. 

• Tighten anchor bolt nuts finger tight snug to base, plus 1/3 

to 1/2 additional turns with a wrench. To prevent loosening of 

the anchor nut during critical loading, use a locking nut or 

tighten a second nut over the first to lock nuts in place. 

• PHD/PHDA Predeflected Holdowns may be installed off 

sill plate with no load reduction. 

• The design engineer may specify any alternate anchorage 

calculated to resist the tension load for a specific application. 

Anchorage exposure length should take the bearing plate 

height of 15/8˝ into account, anchor bolt thread should visibly 

extend above nut. 

• If used to anchor a built-up post, such as a double 2 x 4, the 

post component shall be designed to act as a single unit. 

Holdown fasteners specified shall not be considered to attach 

multiple plies together. 

• For anchorage options see STBL Anchor Bolt section on 

pages 31-32. 

W 

H 

1 5/8˝ 

CL 

D 

PHD5A 

Typical PHD5A 

installation 

Holdowns 

PHD8 



Factored Uplift Resistance (115%) 1,5 


Steel 

Anchor Bolts 2 Wood Screws 4 DF-L 

S-P-F 

Stock No. Ref. No. Gauge W H D CL Qty Dia. Qty Type Lbs kN Lbs kN 

PHD2A HDU2-SDS2.5 14 3 7-3/4 2-5/8 1-3/8 1 5/8 6 WS3 3330 14.81 2795 12.43 

PHD4A HDU4-SDS2.5 14 3 9-3/4 2-5/8 1-3/8 1 5/8 10 WS3 5400 24.02 4535 20.17 

PHD5A HDU5-SDS2.5 14 3 11-11/16 2-5/8 1-3/8 1 5/8 14 WS3 6755 30.05 5670 25.22 

PHD8 HDU8-SDS2.5 12 3-1/4 16-1/2 3 1-3/8 1 7/8 24 WS3 8470 37.68 7115 31.65 

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 

2) The designer must specify anchor bolt type, length, and embedment. 

3) The PHD may be elevated off the sill. 

 

 


41 


Holdowns – TD & TDX series 

TD – Different welded configurations and sizes achieve a great deal of versality within the 

TD series. 

TDX – The TDX2 and TDX5 feature formed designs, all others are welded. All are 

self-jigging. All models, except TD2, TD5, and TD7, feature a self-jigging design with 

code required end distances built in. (End distance = 7 bolt diameters from the top 

of the sill to the center of the first bolt hole in the studs or post.) 

Moisture barrier 

may be required 

Holdowns 


Finish: TDX2-TZ – G-185 galvanizing; 

All others – USP primer 

Codes: Load values are derived from data submitted to various 

North American building code evaluators. 



• Do not use lagbolts. Washers are not required for anchor bolts or between holdown and bolt 

hex head, but standard washers should be used against stud or post under the nut. See page 

20 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. 

• See pages 31-32 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 bind the plies 

together and resist splitting. 

• Self-jigging models are designed to provide the required minimum end distance of 7 bolt 

diameters 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. Wood 

members may shrink over time; if possible, nut tightness should be checked periodically. To 

prevent loosening of the anchor bolt nut during critical loading, use a locking nut or tighten a 

second 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 be designed 

to act as a single unit. Holdown fasteners specified shall not be considered to attach multiple 

plies together. 

9/16˝ 

Typical TDX2-TZ 

installation 

Typical TDX2-TZ 

back-to-back 

installation 

3 1 /2˝ 

End 

dist. 

H 


W 

CL 

TDX6 

D 

Washer required 

under anchor 

bolt nut 

TD15 = 3 3 /8˝ 

TD9 & 

TD12 = 3 1 /2˝ 

Holdown installation 

between floors 

Typical TD15 

installation 

Typical TDX6 

installation 


42 


Holdowns – TD & TDX series continued 



Stock No. 11 

TD5 

TD7 

TD9 

TD12 

TD15 

TDX2-TZ 

TDX5 

TDX6 

TDX8 

TDX10 

TDX14 

Dimensions (in) Fastener Schedule 4 Factored Resistance (115%) 1,2 

Bolts 

Min. 

Length of Bolt in Vertical Member 

Required 

1-1/2" 

3" 

3-1/2" 4-1/2" 5-1/2" 

Anchor 

Bolt End 

Steel 

Bolt 

Distance 5 Wood 

Ref. No. Gauge W H D CL Dia. Qty Dia. (in) Species Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN 

-- -- 

-- -- 

-- -- 

HD12 

-- -- 

HD3B 

-- -- 

HD5B 

HD8A 

HD7B 

HD9B 

7 

3 

3 

3 

3 

12 

10 

7 

7 

7 

3 

3 

3-3/8 

3-3/8 

3-1/2 

3-1/2 

2-1/16 

2-1/2 

3-1/2 

3-1/2 

3-1/2 

3-1/2 

6-3/8 

11-7/8 

16-1/2 

20-1/2 

25 

8-1/8 

9-3/8 

11-1/8 

14-5/8 

18-1/8 

20-1/2 

3-3/4 

3-5/8 

4-1/4 

4-1/4 

4-3/8 

2-3/4 

3-7/8 

3-3/4 

3-3/4 

3-3/4 

3-5/8 

2-1/8 

2-1/8 

2-1/8 

2-1/8 

2-1/8 

1-1/2 

2 

2 

2 

2 

2-1/8 

3/4 

1-1/8 

1-1/8 

1-1/8 

1-1/4 

5/8 

3/4 

7/8 

7/8 

7/8 

1 

2 

3 

3 

4 

5 

2 

2 

2 

3 

4 

4 

3/4 

7/8 

1 

1 

1 

5/8 

3/4 

7/8 

7/8 

7/8 

1 

5-1/4 

6-1/8 

7 

7 

7 

4-1/2 

5-1/4 

6-1/8 

6-1/8 

6-1/8 

7 

DF-L 

DF-L 

DF-L 

DF-L 

DF-L 

DF-L 

DF-L 

DF-L 

DF-L 

DF-L 

DF-L 

1560 

2725 

-- -- 

-- -- 

-- -- 

1300 

1560 

1815 

2725 

3635 

4150 

6.94 

12.12 

-- -- 

-- -- 

-- -- 

5.78 

6.94 

8.07 

12.12 

16.17 

18.46 

3115 

5450 

6225 

8310 

10385 

2525 

3115 

3635 

5450 

7270 

8310 

13.86 

24.24 

27.69 

36.96 

46.19 

11.23 

13.86 

16.17 

24.24 

32.34 

36.96 

3635 

6360 

7270 

9690 

12110 

2525 

3635 

4240 

6360 

8480 

9690 

16.17 

28.29 

32.34 

43.10 

53.87 

11.23 

16.17 

18.86 

28.29 

37.72 

43.10 

-- -- 

-- -- 

9345 

12460 

15570 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

41.57 

55.42 

69.26 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

5710 

9995 

11420 

15225 

19035 

2525 

5695 

6665 

9995 

13325 

15225 

25.40 

44.46 

50.80 

67.72 

84.67 

11.23 

25.33 

29.65 

44.46 

59.27 

67.72 

S-P-F 

S-P-F 

S-P-F 

S-P-F 

S-P-F 

S-P-F 

S-P-F 

S-P-F 

S-P-F 

S-P-F 

S-P-F 

1230 

2150 

-- -- 

-- -- 

-- -- 

1025 

1230 

1440 

2150 

2870 

3275 

5.47 

9.56 

-- -- 

-- -- 

-- -- 

4.56 

5.47 

6.41 

9.56 

12.77 

14.57 

2460 

4300 

4915 

6555 

8195 

1795 

2460 

2870 

4300 

5740 

6555 

10.94 

19.13 

21.86 

29.16 

36.45 

7.98 

10.94 

12.77 

19.13 

25.53 

29.16 

2870 

5020 

5740 

7645 

9560 

1795 

2870 

3345 

5020 

6695 

7645 

12.77 

22.33 

25.53 

34.01 

42.52 

7.98 

12.77 

14.88 

22.33 

29.78 

34.01 

-- -- 

-- -- 

7375 

9835 

12295 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

32.81 

43.75 

54.69 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

4510 

7890 

9015 

12025 

15025 

1795 

4510 

5260 

7890 

10515 

12025 

20.06 

35.10 

40.10 

53.49 

66.83 

7.98 

20.06 

23.40 

35.10 

46.77 

53.49 


2) The designer must specify stud or post to resist published load values. 


4) All models may be installed with greater than the required anchor end distance with no chart load reduction. 

5) The designer shall consider the effect of compression, bearing, tension, and combined bending due to device eccentricity when applicable. 

6) Holdowns raised off of the sill plate may have higher deflection values. 

Holdowns 

Sources of Deflection at the Shearwall Holdown Connections 

The following are some of the sources of deflection that should be 

evaluated by the designer. See the illustration, which applies to other 

holdown configurations. 

A. Improperly-sized stud/post bolt holes – increased bolt slip can occur if 

stud/post bolt holes are oversized and exceed the NDS ® recommended bolt 

hole diameter. 

B 

C 

A 

Shearwall 

End Post 

Bearing 

Plates 

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 wood 

crushing 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 eccentricity 

which causes increased stresses and movement in a shearwall system. 

E. Nut spin – anchor bolt nuts that are not restrained can spin loose during 

cyclic loading, allowing movement; the use of steel nylon locking nuts or 

thread adhesive may prevent nut spin. 

F. Loose nuts – increased movement can occur when nuts are not 

sufficiently tightened. 

G. Holdown deflection – holdown deflection can occur when the shearwall 

system 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 compressive 

forces due to overturning during high wind or earthquake loading. 

H 

E 

G 

D 

F 

Holdown 

I 

Wood 

Sill Plate 

Holdown 

Anchor Bolt 

1 ⁄4˝ x 3˝ x 3˝ 

Steel Plate 

Foundation 

Concrete 


43 


Holdowns – UPHD series 

Engineered for high capacity with minimum deflection and low eccentricity. 

Holdowns 







• 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 a 

wrench. To prevent loosening of the anchor nut during critical loading, use a locking night or 

tighten a second nut over the first to lock nuts in place. 

• Holdown may be installed off of the plate with no load reduction. 

• Post may be shimmed provided the shim acts as a single unit with the post. Holdown 

fasteners specified shall not be considered to attach shim to post. Shim shall be a structural 

material equal or 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 of 

resisting uplift and lateral loading. 

• Place holdown over anchor bolt and drive screws into post. 

• Tighten anchor bolt nuts finger tight snug to base, plus 2-3 additional turns with a wrench. 

To prevent loosening of the anchor nut during critical loading, use a locking nut or tighten a 

second nut over the first to lock nuts in place. 

• Post may be shimmed provided the shim acts as a single unit with the post. Holdown 

fasteners specified shall not be considered to attach shim to post. Shim shall be a structural 

material equal or better than the post material. Consult a designer or an engineer of record 

for appropriate fastening of shim. 

Typical UPHD 

installation 

W 

UPHD 

CL 

H 

D 


Typical UPHD 

concrete 

wall installation 


Stock No. 




Steel 

Anchor Bolts 3 Wood Screws 4 

DF-L 

S-P-F 

Ref. No. Gauge W H D CL Qty Dia.(in) Qty Type Lbs kN Lbs kN 

UPHD8 HDQ8-SDS3 10 3-1/4 17-1/4 3 1-3/8 1 7/8 24 WS3 9485 42.19 7965 35.43 

UPHD9 HDU11-SDS2.5 10 3-1/4 17-1/4 3-1/2 1-1/2 1 1 24 WS3 11665 51.89 9800 43.59 

UPHD11 HHDQ11-SDS2.5 7 3 15-1/8 3-1/2 1-1/2 1 1 24 WS3 14900 66.28 12515 55.67 

UPHD14 

HDU14-SDS2.5, 

HHDQ14-SDS2.5 

7 3 18-3/4 3-1/2 1-1/2 1 1 30 WS3 17280 76.87 14515 64.57 

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other 

load durations in accordance with the code. 


3) The UPHD may be elevated off the sill. 

 

 

44 


Tension Ties – HTT, LTS series & LTTI31 

HTT series – Secures multi-ply studs or posts to mudsills or foundation. Nail fastening 

makes for a convenient connection to studs or posts in cramped retrofit installations. 

LTS series – The LTS19 is designed for nail-on installation to 2x joists or studs, and 

the LTS20B provides a nail or bolt fastening option. The LTS20B will accommodate 

wood I-Joists if 10d x 1 1 ⁄ 2˝ nails are used instead of the specified 16d nails. 

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

construction. 








• Use all specified fasteners to attach the strap portion of the connector to the side of stud, post, joist, 

purlin, or beam. Secure the base to the concrete or masonry wall with specified anchor bolt. A design 

professional shall specify the type, length, and embedment of the anchor bolt. No washers required. 

• HTT45 Min – Fill all round holes. 

• HTT45 Max – Fill all round and diamond holes. 

• LTTI31 & LTS connectors must be mounted flush to the surface of the mudsill. 

• Factored resistances are based on either nail or bolt fastening; nail and bolt values cannot be combined. 

• Washers are not required on transfer plates that fit over the anchor bolt. 

• Tighten anchor bolt nuts finger tight snug to base plus, 1/3 to 1/2 additional turns with a wrench. 

To prevent loosening of the anchor nut during critical loading, use a locking nut or tighten a second nut 

over the first to lock nuts in place. 

• Field bending is not required provided minimum fastener edge distance of 3/8" is maintained. 

W 

L 

W 

L 

NEW 

W 

3 3/4˝ 6 1/4˝ 

L 

CL 

Typical LTTI31 

installation 

W 

D 

3/8˝ 

Typ. 

6˝ 

LTTI31 

W 

L 

11/16˝ 

2 3 /8˝ 

6 3 /16˝ 

Holdowns 

1 3/4˝ Typical LTS 

CL 

HTT16 

(HTT22 similar) 

D 

CL 

D 

HTT4 

(HTT5 similar) 

Typical HTT4 

installation 

HTT45 

Typical HTT45 

installation 

1/4˝ 

transfer 

plate 

CL 

D 

LTS20B 

2 1 /2˝ 

L 

Steel Gauge 



Strap 2,5 

Nail 

Anchor 

DF-L 

S-P-F 


Spacing Bolt 3 

Stock No. Ref. No. Strap Plate W L D CL (in) Qty Dia. (in) Qty Type Lbs kN Lbs kN 

10d 5700 25.35 4905 21.82 

HTT45 (Min) 

18 

HTT4, 

16d x 2-1/2 6710 29.85 5780 25.71 

10 -- -- 2-1/2 16 2 1-3/8 1-3/4 1 5/8 

HTT5 

10d 7515 33.43 6465 28.76 

HTT45 (Max) 

26 

16d x 2-1/2 8505 37.83 7315 32.54 

10d x 1-1/2 4695 20.89 4025 17.91 

HTT4 HTT4 12 -- -- 3 10-7/16 2-3/4 1-3/8 1-3/4 1 5/8 20 10d 5690 25.33 4880 21.71 

16d x 2-1/2 6025 26.81 5165 22.98 

10d x 1-1/2 5625 25.02 4820 21.45 

HTT5 HTT5 12 -- -- 3 13-15/16 2-3/4 1-3/8 1-3/4 1 5/8 28 10d 7980 35.50 6840 30.43 

16d x 2-1/2 7390 32.88 6335 28.18 

HTT16 -- -- 10 -- -- 2-1/2 15-5/8 2 1-3/8 1-3/4 1 5/8 18 10d 5355 23.82 3800 16.90 

HTT22 -- -- 10 -- -- 2-1/2 21-1/2 2 1-3/8 1-3/4 1 5/8 32 10d 5180 23.04 3680 16.37 

LTTI31 4 LTTI31 18 3 3-3/4 31 2-5/8 1-3/8 3 1 5/8 18 10d x 1-1/2 2905 12.92 2440 10.85 

LTS19 4 LTT19 16 3 1-3/4 22-1/4 3 1-1/2 2-1/2 1 3/4 8 10d 1245 5.54 1045 4.65 

10 10d x 1-1/2 1140 5.07 960 4.27 

LTS20B LTT20B 12 3 2 20 3 1-1/2 3-3/4 1 3/4 10 16d 1145 5.09 960 4.27 

2 1/2 1215 5.40 1020 4.54 

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 

2) 16d sinkers may be substituted for the specified 10d common nails with no load reduction. 

3) The designer must specify anchor bolt type, length and embedment depth. 

4) LTTI and LTS holdowns shall be installed tight to the sill plate. 

5) NAILS: 

 


Factored Tensile Resistance (115%) 1 

1/4˝ transfer 

plate 

LTS19 

Hanger not shown 


45 


CL 

D 

Installation

Concrete Angles – TDL series 

These angles secure wood posts to concrete or wood floors in 

light-duty applications. 

Holdowns 

46 



Options: TDL5 available in Triple Zinc. To order, add 

TZ to the end of stock number, as in TDL5-TZ . 





• The TDL10 can be embedded into concrete. Minimum 

embedment depth is 4˝ to achieve allowable loads. 

• Moisture barrier may be required. 

Typical TDL10 

embedded interior 

installation 

Dimensions (in) Fastener Schedule 4,5,6 Factored Resistance 1,2,3 

Anchor Bolts Strap 

Uplift 115% 


Steel 

Dia. 

DF-L 

S-P-F 

Stock No. Ref. No. Gauge W H D Qty (in) Qty Type Lbs kN Lbs kN 

TDL5 A24 12 2 5-3/16 2-1/4 1 1/2 

4 16d 975 4.34 840 3.74 

1 1/2 1140 5.07 980 4.36 

TDL10 A311 12 2 9-3/4 2-1/4 1 1/2 

4 16d 975 4.34 840 3.74 

1 1/2 1140 5.07 980 4.36 

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; 

reduce for other load durations in accordance with the code. 

2) Values given are based on the use of either nails or bolts; nail and bolt values cannot be combined. 

 


5) Designer must specify anchor bolt type, length, and embedment. 

6) NAILS: 

Foundation Straps – LSTAD & STAD series 


4˝ Min. 

Typical TDL5 

interior installation 

D 

H 

W 

TDL10 

The coined dimples below the embedment line allow for increased concrete bonding. These holdowns retain 

high uplift capacity even when installed at corners of foundation stemwalls. Ideal for use with built up 2x end posts. 

LSTAD – 14 gauge one-piece design allows labor effective installation without holdowns. 

STAD – 12 gauge design. 

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: LSTAD – 14 gauge; STAD – 12 gauge 


Codes: 

Load values are derived from data submitted to various 




The bottom (2) nails are for form board attachment only and do not contribute to fastener schedule requirements. 

• Embed holdown in concrete to the embedment line (bend line). 

• See illustrations for requirements on rebar, edge distances, and clear spans. 

• Bending the strap horizontally 90° to facilitate wall placement may cause concrete behind the embedded strap to 

break away at the top edge (spalling). If the spall is 1˝ or less from the top edge of the concrete, no load reduction 

is necessary. If the spall is between 1˝ and 4˝ the allowable load is 0.90 of the published chart load. 

•When installing on lumber less than 31/2˝ wide, wood splitting may occur. To reduce splitting, use 10d x 11/2˝ nails 

or fill every other hole with 16d common nails. Reduce allowable loads per code requirements accordingly. 

• These straps do not secure concrete sections together at cold joints; take other measures to transfer the load. If 

there is a cold joint between slab and foundation, the minimum embedment must be made into the foundation. 

Fastening opportunities may be reduced because the slab pour level may be higher than some nail holes. Using 

fewer fasteners will reduce allowable loads. Reduce allowable load by the code capacity for each fastener not 

installed. 

• To achieve full table loads the minimum centre-to-centre 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 outside of the sheating, 

versus directly to the framing members. 

• Strap may be bent one complete cycle to aid installation. 


© Copyright 2013 USP Structural Connectors ®

Foundation Straps – LSTAD & STAD Series continued 

Nailed 

portion 

W 

L 

2x embedment length, 

+ 12˝ Min. rebar length 

Install (1) #4 

rebar in 

shear cone 

12˝ Min. 

rebar length 

12˝ Min. 

rebar length 

CS 

Install (1) 

#4 rebar in 

shear cone 

30˝ Min. 

rebar length 

CS 



Stock No. 5 

LSTAD8 

LSTAD8RJ 

I E 

D 

LSTAD8 

Typical STAD10 

edge installation 

Edge distance 

1/2˝ Min. from corner 

Typical STAD10 

corner installation 

Edge distance 

1/2˝ Min. from corner 

Typical STAD14RJ 

corner rim joist installation 

Fastener Dimensions (in) 

Factored Resistance Uplift (115%) 4 

Schedule 2,3,8,9 

DF-L 

S-P-F 

Min. 

Edge Distance - Concrete 

Edge Distance - Concrete 

Stem 

2000 psi 2500 psi 3000 psi 2000 psi 2500 psi 3000 psi 

Wall 

Ref. No. Qty Type W L l E D CS (in) Unit l E l E l E l E l E l E 

LSTHD8 

LSTHD8RJ 

24 

24 

Lbs 2765 2765 4000 2765 2765 4000 2765 2765 4000 2320 2320 3360 2320 2320 3360 2320 2320 3360 

6 

16d 

kN 12.30 12.30 17.79 12.30 12.30 17.79 12.30 12.30 17.79 10.32 10.32 14.95 10.32 10.32 14.95 10.32 10.32 14.95 

3 21-5/8 8 5 4-5/8 

Sinker 

Lbs 2765 2765 4000 2765 2765 4000 2765 2765 4000 2320 2320 3360 2320 2320 3360 2320 2320 3360 

8 

kN 12.30 12.30 17.79 12.30 12.30 17.79 12.30 12.30 17.79 10.32 10.32 14.95 10.32 10.32 14.95 10.32 10.32 14.95 

Lbs 2765 2765 4000 2765 2765 4000 2765 2765 4000 2320 2320 3360 2320 2320 3360 2320 2320 3360 

6 

16d 

kN 12.30 12.30 17.79 12.30 12.30 17.79 12.30 12.30 17.79 10.32 10.32 14.95 10.32 10.32 14.95 10.32 10.32 14.95 

3 35-1/8 8 5 18-1/8 

Sinker 

Lbs 2765 2765 4000 2765 2765 4000 2765 2765 4000 2320 2320 3360 2320 2320 3360 2320 2320 3360 

8 

kN 12.30 12.30 17.79 12.30 12.30 17.79 12.30 12.30 17.79 10.32 10.32 14.95 10.32 10.32 14.95 10.32 10.32 14.95 

1) Factored resistances have been increased 15% for short-term load duration; no further increased is allowed. 

2) 10d common (0.148" x 3" long) nails may be substituted with no load reduction. 

 

4) The 115% values are short-term loads such as wind and earthquake. 

5) RJ after the model indicates LSTADs for rim joist applications as in LSTAD8RJ. 

6) 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. 

7) Where fewer fasteners are used in the structural wood member, reduce loads according to the code. 


9) NAILS: 16d Sinker nails are 0.148" dia. x 3-1/4" long. 

CS 

W 

L 

Holdowns 

Fastener 


Dimensions (in.) 

Min 

Stemwall 

Factored Resistance (115%) 


Steel 

Thickness Edge 

Stock No Ref. No. 

Ga. Qty Type W L I E D (in.) Distance 4,5 Lbs kN Lbs kN 

STAD8 

STAD8RJ 

STAD10 

STAD10RJ 

STAD14 

STAD14RJ 

STHD8 

STHD8RJ 

STHD10 

STHD10RJ 

STHD14 

STHD14RJ 

12 

12 

12 

12 

12 

12 

24 

24 

28 

28 

38 

38 

16d Sinker 

16d Sinker 

16d Sinker 

16d Sinker 

16d Sinker 

16d Sinker 

3 

3 

3 

3 

3 

3 

21-5/8 

35-1/8 

21-5/8 

36 

32-1/8 

39-5/8 

8 

8 

10 

10 

14 

14 

5 

5 

5 

5 

5 

5 

6 

6 

6 

6 

6 

6 

1 / 2 " / 2 " / 2 " / 2 " / 2 " / 2 " 

3465 

3465 

3465 

3465 

7250 

7250 

15.41 

15.41 

15.41 

15.41 

32.25 

32.25 

2980 

2980 

2980 

2980 

6235 

6235 

13.26 

13.26 

13.26 

13.26 

27.74 

27.74 

1.5 x I E 

1.5 x I E 

1.5 x I E 

1.5 x I E 

1.5 x I E 

1.5 x I E 

5660 

5660 

5660 

5660 

8035 

8035 

25.18 

25.18 

25.18 

25.18 

35.74 

35.74 

4870 

4870 

4870 

4870 

6910 

6910 

21.66 

21.66 

21.66 

21.66 

30.74 

30.74 

1) Predrilled holes are not required. 

2) When 16d Sinker nails are specified, 10d common (0.148" diameter x 3" long) nails may be substituted with no load reduction. 

3) Wood thickness shall be no less than 3 inches (2 - 2x members) 

4) An edge distance of 1/2" implies that the distance from the corner of the wall to the edge of the strap is no less than 1/2". 

5) An edge distance of 1.5 x I E implies that the minimum distance from the corner of the wall to the centerline of the strap is no less than 1.5 times the embedment depth. 

6) For edge distances between 1/2" and 1.5 x l E calculate loads using straight line interpolation. 

7) Minimum anchor spacing for full capacity is 2 x l E . For spacing less than that reduce capacity proportionally. 


9) Minimum 1-#4 rebar shall be installed in the shear cone 


11) NAILS: 16d Sinker nails are 0.148" dia. x 3-1/4" long. 

DF-L 

S-P-F 

I E 

D 

STAD 

W 

L 

CS 

I E 

D 

STAD_RJ 


47 


Foundation Straps – HPAHD & PAHD42 

Holdowns 

Designed to anchor wood framing to poured concrete foundations. 



Codes: Load values are derived from data submitted to various North 

American building code evaluators. 


• Use all specified fasteners. See Product Notes, page 10 . 

• Bending the strap horizontally 90° to facilitate wall placement may cause 

concrete behind the embedded strap to break away at the top edge (spalling). 

If the spall is 1˝ or less from the top edge of the concrete, no load reduction is 

necessary. If the spall is between 1˝ and 4˝, the allowable load is 0.90 of the 

published chart load. 

• When installing on lumber less than 31⁄2˝ wide, wood splitting may occur. To 

reduce splitting, use 10d x 11⁄2˝ nails or fill every other hole with 16d common 

nails. Reduce factored resistances 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 should reach 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. 

Fastening opportunities may be reduced because the slab pour level may be 

higher than some nail holes. Using fewer fasteners will reduce factored 

resistances. Reduce factored resistance by the code capacity for each fastener 

not installed. 

• Factored resistances based on a minimum concrete compressive strength of 

2,500 psi at 28 days, with one #4 horizontal rebar in the shear cone. Rebar should 

be a minimum length of 2x embedment depth plus 12˝ (see chart for exceptions in 

corner installations). 

• Where fewer fasteners are used in the structural wood member, reduce loads 

according to the code. 

• There may be an increase in the amount of deflection if the strap is installed on 

the outside of the sheathing, versus directly to the framing members. 

• Strap may be bent one complete cycle to aid installation. 

NEW 

30˝ Min. 

rebar length 

2x embedment 

length + 12˝ Min. 

rebar length 

Typical HPAHD22 

single pour edge 

installation 

Install (1) #4 

rebar in 

shear cone 

Install (1) 

#4 rebar in 

shear cone 

12˝ Min. 

rebar 

length 

1/2˝ Min. 

from corner 


single pour corner and 

endwall installation 


W 

W 

W 

Embedment 

line 

H 1 

Embedment 

line 

H 1 

(1) #4 rebar 

in shear 

cone 

Nailed 

portion 

13 1 /2˝ 

H 1 

lE 

lE 

LE lE 

D 

D 

HPAHD 

D 

PAHD42 

HPAHD22 form board 

installation 


single pour rim joist 

installation 

1/2˝ min. 

from corner 

48 



Foundation Straps – HPAHD & PAHD42 continued 


Schedule 1,2,3 

Fastener Dimensions (in.) 


Min 

Stemwall 

DF-L 

S-P-F 

USP Ref. Steel 

Thickness Edge 

Stock No No. Ga. Qty Type W L I E D (in.) Distance 4,5 Concrete 9,10 Lbs kN Lbs kN 

HPAHD22 -- -- 10 23 16d 2-1/16 24-3/4 9-1/2 4-1/8 6 

1 Uncracked 4780 21.262 4330 19.261 

/ 2 " 

Cracked 3345 14.879 3345 14.879 

Uncracked 5345 23.776 4330 19.261 

1.5 x I E 

Cracked 3745 16.659 3745 16.659 

PAHD42 -- -- 12 1 Uncracked 2555 11.365 2555 11.365 

/ 2 " 

Cracked 1785 7.9401 1785 7.9401 

15 16d 2-1/16 16-5/8 8 5-3/4 6 

Uncracked 4675 20.795 3495 15.547 

1.5 x I E 

Cracked 3275 14.568 3275 14.568 

1) A 16d Common nail has a diameter of 0.162 inch and a length of 3-1/2 inches. 

2) Predrilled holes are not required 


4) An edge distance of 1/2" implies that the distance from the corner of the wall to the edge of the strap is no less than 1/2". 

5) An edge distance of 1.5 x IE implies that the minimum distance from the corner of the wall to the centerline of the strap is 

no less than 1.5 times the embedment depth. 

6) For edge distances between 1/2" and 1.5 x lE calculate loads using straight line interpolation. 

7) Minimum anchor spacing for full capacity is 2 x lE. For spacing less than that reduce capacity proportionally. 

8) The allowable loads are based on lumber with a specific gravity of 0.49 for DF-L and 0.42 for S-P-F with a moisture content of 19% or less. 


10) Minimum 1-#4 rebar shall be installed in the shear cone 


Foundation Straps – TA series 

Foundation Straps offer an economical, one-piece method of achieving a 

continuous load path from a 2 x 8, 2 x 10, 2 x 12, or 2 x 14 rim joist 

through concrete block to foundation. All models require a 6˝ 

embedment into concrete footings. 



Finish: TA51 and TA71 are available in Triple Zinc. To order 

add TZ to stock number, as in TA51-TZ 



NEW 

Double 

2 X 10 

rim joist 



• Factored resistances 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 models require a 6˝ embedment into 

concrete foundations. Courses of concrete 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 together between cold joints; take other 

measures to transfer the load. If there is a cold joint between block and foundation, the minimum 

embedment must be made into the foundation. 

• Based on product embedment the exposed number of fastener holes may be reduced. Using 

fewer fasteners will reduce allowable loads. Reduce factored resistance by the code prescribed 

factored resistance per fastener, for each fastener not installed. 

• Factored resistances are based on a minimum concrete compressive strength of 2,000 psi at 

28 days. 

2 1/4˝ 

Dimensions (in) Factored Uplift Resistance (115%) 

L1 

2 x 8 2 x 10 2 x 12 2 x 14 

Fastener Uplift 2 Fastener Uplift 2 Fastener Uplift 2 Fastener Uplift 2 

Schedule 1,3,4,5 Schedule 1,3,4,5 Schedule 1,3,4,5 


USP Ref. 

Stock No. No. W L L1 Qty Type DF-L S-P-F Qty Type DF-L S-P-F Qty Type DF-L S-P-F Qty Type DF-L S-P-F 

Bolt Uplift Values & Schedules for Rim Joist Sizes Below 

TA51 PA51 48-1/4 

L 

2-1/16 22-1/8 2 1/2 3335 2615 3 1/2 2615 4 1/2 2615 5 1/2 2615 

TA71 PA68 68-1/4 

Nail Uplift Values & Schedules for Rim Joist Sizes Below 

TA51 PA51 48-1/4 

2-1/16 22-1/8 8 1965 1965 14 3635 16 3635 

TA71 PA68 68-1/4 

 

 

 

 

5) Nails: 

red font. 

TA 


49 


6˝ Min. 

Typical TA 

installation 

Typical TA 

stud to foundation 

installation 

W 

Double 

2 X 10 

rim joist 

Holdowns

Purlin Anchors – PA & PAI series 

PA series – For installation into poured concrete or concrete block walls and foundations. 

PAI series – For wood I-Joist applications. An expanded 3˝ on-centre nail spacing reduces splitting along 

I-Joist flange. 

Holdowns 

50 



Options: PA18, PA23 and PA28 are available in Triple Zinc. 

To order, add TZ to end of stock number, as in PA18-TZ. 




Typical PA purlin 


• Minimum concrete strength is 2,000 psi. 

installation 

• The factored resistance for bolts are based on parallel to grain loading with a 3˝ minimum 

member thickness. Reduce load per code requirements when minimum member thickness is 

not achieved. 

• Minimum concrete edge distance is 4˝ for PA & PAI series. 

• Minimum concrete block edge distance is 20˝. 

• Designer may specify alternate fastening schedules. Refer to Nail Specification Table on 

page 14 for nail shear values. Load values shall not exceed published factored resistance. 

• No anchor bolts are needed for achieving efficient stress transfer from framing to concrete 

walls or foundations. 

Minimum 

Embedment 

Qty Stock No. Ref. No. (in) 

Type Lbs kN Lbs kN Lbs kN Lbs kN 

DF-L S-P-F 

Concrete Masonry Concrete Masonry 


L 

Min 

Maximum Capacity 

PA18 

PA23 

PA28 

PA35 

PA18 

PA23 

PA28 

PA35 

18-1/2 

23-3/4 

29 

35 

4 

4 

4 

4 

6 

6 

6 

6 

12 

15 

15 

15 

16d 

16d 

16d 

16d 

3200 

4175 

4175 

4175 

14.23 

18.57 

18.57 

18.57 

3200 

3770 

3770 

3770 

14.23 

16.77 

16.77 

16.77 

2685 

3505 

3505 

3505 

11.94 

15.59 

15.59 

15.59 

2685 

3165 

3165 

3165 

11.94 

14.08 

14.08 

14.08 

2 

3 

4 

4 

1/2 

1/2 

1/2 

1/2 

2340 

3380 

4185 

4185 

10.41 

15.04 

18.62 

18.62 

2340 

3380 

3770 

3770 

10.41 

15.04 

16.77 

16.77 

1965 

2840 

3515 

3515 

8.74 

12.63 

15.64 

15.64 

1965 

2840 

3165 

3165 

8.74 

12.63 

14.08 

14.08 

PAI18 PAI18 18-1/2 4 6 12 10d x 1-1/2 2565 11.41 2565 11.41 2155 9.59 2155 9.59 

PAI23 PAI23 23-1/2 4 6 18 10d x 1-1/2 3845 17.10 3770 16.77 3230 14.37 3165 14.08 

PAI28 PAI28 28-1/2 4 6 24 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08 

PAI35 PAI35 35-1/2 4 6 26 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08 

2x & 3x Ledger 

PA18 

PA23 

PA28 

PA35 

PA18 

PA23 

PA28 

PA35 

18-1/2 

23-3/4 

29 

35 

4 

4 

4 

4 

6 

6 

6 

6 

12 

15 

15 

15 

16d 

16d 

16d 

16d 

3200 

4175 

4175 

4175 

14.23 

18.57 

18.57 

18.57 

3200 

3770 

3770 

3770 

14.23 

16.77 

16.77 

16.77 

2685 

3505 

3505 

3505 

11.94 

15.59 

15.59 

15.59 

2685 

3165 

3165 

3165 

11.94 

14.08 

14.08 

14.08 

2 

3 

4 

4 

1/2 

1/2 

1/2 

1/2 

2340 

3380 

4185 

4185 

10.41 

15.04 

18.62 

18.62 

2340 

3380 

3770 

3770 

10.41 

15.04 

16.77 

16.77 

1965 

2840 

3515 

3515 

8.74 

12.63 

15.64 

15.64 

1965 

2840 

3165 

3165 

8.74 

12.63 

14.08 

14.08 

PAI18 PAI18 18-1/2 4 6 12 10d x 1-1/2 2565 11.41 1925 8.56 2155 9.59 1615 7.18 

PAI23 PAI23 23-1/2 4 6 18 10d x 1-1/2 3635 16.17 3635 16.17 3050 13.57 3050 13.57 

PAI28 PAI28 28-1/2 4 6 24 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08 

PAI35 PAI35 35-1/2 4 6 26 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08 

4x Ledger 

PA18 

PA23 

PA28 

PA35 

PA18 

PA23 

PA28 

PA35 

18-1/2 

23-3/4 

29 

35 

4 

4 

4 

4 

6 

6 

6 

6 

12 

15 

15 

15 

16d 

16d 

16d 

16d 

3200 

4175 

4175 

4175 

14.23 

18.57 

18.57 

18.57 

3200 

3770 

3770 

3770 

14.23 

16.77 

16.77 

16.77 

2685 

3505 

3505 

3505 

11.94 

15.59 

15.59 

15.59 

2685 

3165 

3165 

3165 

11.94 

14.08 

14.08 

14.08 

2 

3 

4 

4 

1/2 

1/2 

1/2 

1/2 

2340 

3380 

4185 

4185 

10.41 

15.04 

18.62 

18.62 

2340 

3380 

3770 

3770 

10.41 

15.04 

16.77 

16.77 

1965 

2840 

3515 

3515 

8.74 

12.63 

15.64 

15.64 

1965 

2840 

3165 

3165 

8.74 

12.63 

14.08 

14.08 

PAI18 PAI18 18-1/2 4 6 12 10d x 1-1/2 2355 10.48 1925 8.56 1975 8.79 1615 7.18 

PAI23 PAI23 23-1/2 4 6 18 10d x 1-1/2 3205 14.26 3205 14.26 2690 11.97 2690 11.97 

PAI28 PAI28 28-1/2 4 6 24 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08 

PAI35 PAI35 35-1/2 4 6 26 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08 


 

3) Values 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. 


6) For alternate nail schedule and load values consult USP. 

7) Minimum quantity of fasteners to be installed. Product may have additional fastener holes not needed to meet published allowable load of product. 

Concrete 

Masonry 

8) NAILS: 

Fastener 


Factored Resistance (115%.) 1,3 


Typical PA holdown 

installation 

4 Min. concrete 

20˝ Min. concrete block 

edge distance 

Ledger 

#4 rebar 

min. 

4˝ 

Typical PAI 

I-Joist purlin 

face installation 

1 1 /2˝ 

4 1 /2˝ 

PAI 

2 1 /16˝ 

PA 

L 

2 1 /16˝ 

L 


Caps & Bases 

Post Anchors . . . . . . . . . . . . . . . . . . Page 52 

• PA, PA(E), & PAU Series 

Adjustable wood to concrete post base with 1˝ stand-off fastens with 

anchor bolt. 

PA PA(E) PAU 

Wet Post Anchors . . . . . . . . . . . . . . Page 53 

• WAS Series 

Wood-to-concrete post base with 1˝ stand-off installs in wet 

concrete. 


• WE Series 

Wood-to-concrete post base installs in wet concrete. 

Elevated Post Bases . . . . . . . . . . . Page 54 

• EBG, EPB, & EPBH Series 

Elevated post bases with tube support allowing for up to 1˝ clearance. 

• APB Series 

Adjustable post base allows height adjustments of post after 

installation. 

Post Anchors . . . . . . . . . . . . . . . . . . Page 55 

• D & RSCH Series 

Light capacity post anchor nails to post and base. 

Column Bases . . . . . . . . . . . . . Pages 55-56 

• CBSQ Series 

High capacity column base with 1˝ stand-off fastens to column with WS 

Wood Screws. 

WAS 

EBG/EPB 

D 

WE 

EPBH 

RSCH 

APB 

• KCBQ Series 

High capacity column base fastens to column with WS Wood Screws. 

• CBE Series 

Light capacity column base bolts or nails to column. 

Post Caps . . . . . . . . . . . . . . . . Pages 57-59 

• EPCM & PCM Series 

Medium-capacity post to beam connector. 

• BC, C, PB, PBES, & PBS Series 

Light-capacity post to beam connector. 

CBSQ 

EPCM 

KCBQ 

PCM 

CBE 

BC 

C 

Caps & Bases 

• PBC Series 

Light-capacity corner post to beam connector. 

PB 

PBES 

PBS 

PBC 

Composite Post Bases. . . . . . . . . . Page 59 

• CPB Series 

Elevated post base to avoid moisture from ground contact. 

CPB 

Column Caps . . . . . . . . . . . . . . Pages 60-63 

• KCCQ & KECCQ Series 

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

with WS Wood Screws. 

KCCQ 

KECCQ 



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

Caps & Bases 

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. 



Options: PA44, PA46, PA66, PA66R, PA44E, PA46E, PA66E, PAU44, 

PAU46, PAU66, & PAU88 are available in Triple Zinc. 

To order, add TZ to stock number, as in PA44-TZ. 

PAU44, PAU46, PAU66, & PAU88 are available in Stainless Steel. 

To order, add SS to stock number, as in PAU44-SS. 




• 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 diameter 

anchor bolt at desired location with minimum 4˝ embedment 

into 2000 psi concrete. A minimum 2˝ edge distance is 

required to achieve factored resistance. 

• For hardened concrete or retrofit installations – 

use 5/8˝ diameter threaded rod with epoxy adhesive, 

follow installation instructions. 

NEW 

SIZE 

Stand-off 

plate 

Typical PA 

installation 

Washer 

Base 

PA 

2˝ 

2 3 /4˝ 

Typical PA44E 

installation 

PAU 

cross-section 

Steel Gauge Dimensions (in) 



Anchor Bolt 

Post 

DF-L (Lbs) 

DF-L (kN) 

S-P-F (Lbs) 

S-P-F (kN) 

Post/ 

Nails Bolts 

Uplift 1 

Uplift 1 

Uplift 1 

Uplift 1 

Column USP 

Stand-off 

Bearing Nails Bolts Bearing Nails Bolts Bearing Nails Bolts Bearing Nails Bolts 

Size Stock No. Ref. No. Base Plate W H L Qty Dia. Qty Type Qty Dia. 100% 115% 115% 100% 115% 115% 100% 115% 115% 100% 115% 115% 

4 x 4 PA44 -- -- 18 12 3-9/16 2-1/8 3-1/2 1 1/2 8 16d -- -- -- -- 8410 720 -- -- 37.41 3.20 -- -- 5970 510 -- -- 26.56 2.27 -- -- 

4 x 4 

Rough 

PA44R -- -- 18 12 4-1/16 3-1/2 4 1 1/2 12 16d -- -- -- -- 8410 720 -- -- 37.41 3.20 -- -- 5970 510 -- -- 26.56 2.27 -- -- 

4 x 4 

PA44E -- -- 6 16d -- -- -- -- 11095 1655 -- -- 49.35 7.36 -- -- 7875 1175 -- -- 35.03 5.23 -- -- 

18 16 3-9/16 3-1/2 3-1/2 1 1/2 

PA44E-GC -- -- 6 N16C-GC -- -- -- -- 11095 1655 -- -- 49.35 7.36 -- -- 7875 1175 -- -- 35.03 5.23 -- -- 

4 x 4 PAU44 ABU44 12 16 3-9/16 5-7/16 3 1 5/8 12 16d 2 1/2 11095 4770 3790 49.35 21.22 16.86 7875 3385 2690 35.03 15.06 11.97 

4 x 6 PA46 -- -- 18 12 3-9/16 3-1/2 5-1/2 1 1/2 14 16d -- -- -- -- 10290 955 -- -- 45.77 4.25 -- -- 7305 680 -- -- 32.49 3.02 -- -- 

4 x 6 

Rough 

PA46R -- -- 18 10 4-1/16 3-1/2 6 1 1/2 14 16d -- -- -- -- 10290 955 -- -- 45.77 4.25 -- -- 7305 680 -- -- 32.49 3.02 -- -- 

4 x 6 

PA46E ABA46 8 16d 19895 1025 -- -- 88.50 4.56 -- -- 17110 880 -- -- 76.11 3.91 -- -- 

18 12 3-9/16 3-1/2 5-1/2 1 5/8 -- -- -- -- 

PA46E-GC -- -- 8 N16C-GC 19895 1025 -- -- 88.50 4.56 -- -- 17110 880 -- -- 76.11 3.91 -- -- 

4 x 6 PAU46 ABU46 10 12 3-9/16 6 5 1 5/8 12 16d 2 1/2 22625 4770 3790 100.65 21.22 16.86 16065 3385 2690 71.46 15.06 11.97 

6 x 6 PA66 -- -- 18 12 5-9/16 3-1/2 5-1/2 1 1/2 16 16d -- -- -- -- 11385 785 -- -- 50.64 3.49 -- -- 8085 555 -- -- 35.96 2.47 -- -- 

6 x 6 

Rough 

PA66R -- -- 18 12 6-1/16 3-1/4 6-1/16 1 1/2 16 16d -- -- -- -- 11385 785 -- -- 50.64 3.49 -- -- 8085 555 -- -- 35.96 2.47 -- -- 

6 x 6 

PA66E ABA66 8 16d 26215 1770 -- -- 116.61 7.87 -- -- 18615 1255 -- -- 82.81 5.58 -- -- 

14 12 5-1/2 3-1/2 5-1/2 1 5/8 -- -- -- -- 

PA66E-GC -- -- 8 N16C-GC 26215 1770 -- -- 116.61 7.87 -- -- 18615 1255 -- -- 82.81 5.58 -- -- 

6 x 6 

Rough 

PA66ER-TZ ABA66R 14 12 6 3-1/4 5-1/2 1 5/8 8 16d -- -- -- -- 26215 1770 -- -- 116.61 7.87 -- -- 18615 1255 -- -- 82.81 5.58 -- -- 

6 x 6 PAU66 ABU66 10 12 5-1/2 6 5 1 5/8 12 16d 2 1/2 26215 3975 3790 116.61 17.68 16.86 18615 2820 2690 82.81 12.54 11.97 

8 x 8 PAU88 ABU88 12 12 7-1/2 7-3/16 7-1/16 2 5/8 14 16d -- -- -- -- 13595 5320 -- -- 60.48 23.67 -- -- 9650 3775 -- -- 42.93 16.79 -- -- 

8 x 8 

Rough 

PAU88R ABU88R 12 12 8-1/16 6-15/16 7-1/16 2 5/8 14 16d -- -- -- -- 13595 5320 -- -- 60.48 23.67 -- -- 9650 3775 -- -- 42.93 16.79 -- -- 


2) Factored resistances are based on the use of either nails or bolts; nail and bolt values cannot be combined. 


4) NAILS: 


W 

PAU 

H 

L 


52 


Wet Post Anchors – WAS & WE series 

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

bearing capacity. 

Uplift 


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

additional lateral strength. 



Options: WAS44, WAS46, WAS66, WE44, WE46, 

& WE66 are available in Triple Zinc. To 

order, add TZ to stock number, as in 

WAS44-TZ. 

WAS44, WAS66, and WE44 are available 

in Hot-dip galvanized. To order, add HDG 

to stock number, as in WE44-HDG. 





• Use all specified fasteners. See Product Notes, 

page 10. 

• Insert into wet concrete after the pour. For the WE, embed 

the anchor so that the base plate is flush with the surface 

of the concrete. For the WAS, embed the anchor until the 

concrete surface meets the bottom edge of the stand off 

base legs. This will provide a 1˝ stand-off where required. 

A 2˝ minimum edge distance is required to achieve 

factored resistance. 


unrestrained (not fixed or fastened at top) applications. 

These anchors are not designed to resist overturning 

(moment) loads. 

H 1 

H 2 

Typical WE 

installation 

L 

WE 

2˝ Min. 

edge distance 

W 1 

2˝ Min. 

edge 

distance 

11 3 /16˝ 

F 1 

F 2 

Typical WAS 

installation 

W 1 

H 1 

W 2 

H 2 

WAS 

L 

1˝ Stand-off 

plate 

Steel Gauge 


Fastener 

Factored Resistance 4,5 

Post USP 


Wood Bearing 100% F1 (115%) 1 F2 (115%) 1 Uplift (115%) 1 

Size Stock No. Ref. No. Base Strap W1 W2 H1 H2 2 L Qty Type Species Lbs kN Lbs kN Lbs kN Lbs kN 

WE44 PB44 12 12 -- -- 

12 16d 

DF-L -- -- -- -- 1415 6.29 1470 6.54 1750 7.78 

S-P-F -- -- -- -- 1215 5.40 1265 5.63 1505 6.69 

2 

DF-L -- -- -- -- 1135 5.05 1270 5.65 1780 7.92 

S-P-F -- -- -- -- 975 4.34 1090 4.85 1530 6.81 

 

DF-L -- -- -- -- 1470 6.54 1415 6.29 1750 7.78 

WE44R PB44R 12 12 4 -- -- 5 12 16d 

Rough 

S-P-F -- -- -- -- 1265 5.63 1215 5.40 1505 6.69 

WE46 PB46 12 12 -- -- 

12 16d 

DF-L -- -- -- -- 1415 6.29 1470 6.54 1750 7.78 

S-P-F -- -- -- -- 1215 5.40 1265 5.63 1505 6.69 

2 

DF-L -- -- -- -- 1135 5.05 1270 5.65 1780 7.92 

S-P-F -- -- -- -- 975 4.34 1090 4.85 1530 6.81 

 

DF-L -- -- -- -- 1470 6.54 1415 6.29 1750 7.78 

WE46R -- -- 12 12 6 -- -- 5 12 16d 

Rough 

S-P-F -- -- -- -- 1265 5.63 1215 5.40 1505 6.69 

WE66 PB66 12 12 -- -- 5 12 16d 

DF-L -- -- -- -- -- -- -- -- 2790 12.41 2615 11.63 

S-P-F -- -- -- -- -- -- -- -- 2400 10.68 2250 10.01 

 

DF-L -- -- -- -- -- -- -- -- 2790 12.41 2615 11.63 

WE66R PB66R 12 12 6 -- -- 5 12 16d 

Rough 

S-P-F -- -- -- -- -- -- -- -- 2400 10.68 2250 10.01 

 

 

 

WAS44 

WAS46 

WAS66 

PBS44A 

PBS46 

PBS66 

16 

12 

12 

14 

14 

12 

 

 

 

 

 

 

 

 

 

 

 

5 

 

 

 

14 

14 

14 

16d 

16d 

16d 

DF-L 

DF-L 

DF-L 

9755 

19895 

23045 

43.39 

88.50 

102.51 

1750 

1750 

2615 

7.78 

7.78 

11.63 

1620 

1620 

1915 

7.21 

7.21 

8.52 

3235 

3235 

3420 

14.39 

14.39 

15.21 

S-P-F 

S-P-F 

S-P-F 

8390 

17110 

19820 

37.32 

76.11 

88.17 

1505 

1505 

2250 

6.69 

6.69 

10.01 

1395 

1395 

1645 

6.21 

6.21 

7.32 

2780 

2780 

2940 

12.37 

12.37 

13.08 

2 

2 

2 

 

 

 

DF-L 

DF-L 

DF-L 

9755 

19895 

23045 

43.39 

88.50 

102.51 

1760 

1850 

2695 

7.83 

8.23 

11.99 

1620 

1620 

1915 

7.21 

7.21 

8.52 

3235 

3235 

4530 

14.39 

14.39 

20.15 

S-P-F 

S-P-F 

S-P-F 

8390 

17110 

19820 

37.32 

76.11 

88.17 

1515 

1590 

2320 

6.74 

7.07 

10.32 

1395 

1395 

1645 

6.21 

6.21 

7.32 

2780 

2780 

3895 

12.37 

12.37 

17.33 


2) H2 is mimimum embedment length of anchor into concrete. 


4) Minimum concrete compressive strength shall be 2,000 psi at 28 days. 


6) NAILS: 



Caps & Bases

Elevated Post Bases - EBG, EPB & EPBH series 

These post bases allow installers to pre-align posts and pre-set post 

heights above concrete floors or footings. By eliminating 

post-to-concrete contact, moisture damage is reduced. Elevated 

post bases are ideal for building carports, decks or porches. All 

series feature convenient nail fastening to post. 

NEW 

SIZES 

1˝ Max. 

elevation 

Caps & Bases 

54 

Materials: EPB – 14 gauge tube; 12 gauge steel U-bracket 

EBG44 – 16 gauge tube; 16 gauge steel U-bracket 

EPBH – U-bracket – 12 gauge HRPO steel; 

Stem – 15 mm rebar 

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

EPBH – Hot-dip galvanized 

Options: EPB4408, EPB4608, and EPB6608 are available 

in Hot-dip galvanized. To order, add HDG to stock 

number, as in EPB4408-HDG. 






unrestrained (not fixed or fastened at top) applications. These 

anchors are not designed to resist overturning (moment) loads 

L 

Schedule 3,4 

DF-L 

S-P-F 


Bearing F1 1,2 F2 1,2 Uplift 2 Bearing F1 1,2 F2 1,2 Uplift 2 

W 


Dimensions (in) Fastener Schedule 1,2 6 3/8˝ 

Size Stock No. Ref. No. W L H1 H2 Qty Type Unit 100% 115% 115% 115% 100% 115% 115% 115% 

4 x 4 EPBH44 

EPB44PHDG, 

RCPS3.5HDG 

3-1/2 3-3/8 2-3/4 7 4 16d HDG -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 

4 x 6 

Rough 

EPBH46R RCPS46HDG 4-1/8 5-3/8 3 7 4 16d HDG -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 

6 x 6 EPBH66 RCPS5.5HDG 5-1/2 5-3/8 3 7 4 16d HDG -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 

6 x 6 

Rough 

EPBH66R RCPS6HDG 6-1/8 5-3/8 3 7 4 16d HDG -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 

4 x 4 EPB4408 

EPB44, 

Lbs 3045 1115 1075 1140 2620 960 925 980 

3-9/16 3 3 8 8 16d 

EPB44-12 

kN 13.55 4.96 4.78 5.07 11.65 4.27 4.11 4.36 

H 2 

4 x 6 EPB4608 

EPB46, 

Lbs 3045 2270 1695 1560 2620 1950 1460 1340 

3-9/16 5 3 8 12 16d 

EPB46-12 

kN 13.55 10.10 7.54 6.94 11.65 8.67 6.49 5.96 

6 x 6 EPB6608 

EPB66, 

Lbs 4665 2270 1695 1560 4010 1950 1460 1340 

5-9/16 5 3-3/16 8 12 16d 

EPB66-12 

kN 20.75 10.10 7.54 6.94 17.84 8.67 6.49 5.96 

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

Lbs 2485 1100 1180 1085 2135 945 1015 935 

kN 11.05 4.89 5.25 4.83 9.50 4.20 4.52 4.16 

1) Lateral loads (F1 and F2) are for conditions where pipe extends no more than 1" above the concrete surface. 

2) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for 

other load durations in accordance with the code. 


4) NAILS: 


Height Adjustable Post Base – APB Series 

W L 

H 1 

H 2 

Post Size Stock No. Ref. No. W L H1 H2 Qty Type 

4 x 4 APB44 -- -- 3-1/2 3-3/8 2-3/4 6-3/4 4 16d HDG 

6 x 6 APB66 -- -- 5-1/2 5-3/8 2-7/8 6-3/4 4 16d HDG 


2) NAILS: 

Dimensions (in) Fastener 



Typical EPBH 

installation 

H 1 

H 2 

W 

L 

EPBH 

Allows height adjustments of post after installation. A maximum height adjustment of 4˝ can be achieved 

with this product. Adjustments may be required if original installation is not exact, if there is a greater slope 

on a deck than estimated, or if there is heaving or sinking of the post beyond the initial installation. Embed 

in concrete a minimum of 6˝. Useful for reducing moisture damage. 

Materials: 16 gauge tube; 12 gauge steel U-bracket 




• 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 

APB 

Typical EBG44-TZ 

installation 

F 2 

F 1 

Uplift 

EPB/EBG 

similar 

Typical APB 

installation 

Bearing 

Typical EPB 

installation 

H 1 

3" Min. 

edge 

distance 

© Copyright 2013 USP Structural Connectors®


Post Anchors – D & RSCH series 

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


Finish: G90 galvanizing; D44-TZ & D46R-TZ – G-185 galvanizing; 

RSCH – Hot-dip galvanized 

Options: D46, D66, and D66R are available in Triple Zinc. 

To order, add TZ to stock number, as in D46-TZ. 





• 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. 

• While D series post anchors offer some lateral and uplift resistance, they 

are not recommended as a primary means of anchorage for posts in 

railings. They may be used only for intermediate posts between fully 

anchored corner / end posts in rail systems. 

L 

W 

H 

RSCH 



Factored Resistance 1 (115%) 


Steel 

Post 

Beam 

DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

Size Stock No. Ref. No. Gauge W H L Qty Nails Qty Nails Bolts F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift 

BC40, 

D44-TZ 

4 x 4 

BC40Z 

18 3-9/16 2-1/2 3-3/8 8 16d HDG 4 16d HDG -- -- 1920 2065 1345 8.54 9.19 5.98 1365 1465 955 6.07 6.52 4.25 

RSCH44 -- -- 12 3-9/16 2-5/8 3-3/8 4 16d HDG 1 -- -- 1/2"Ø -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 

4 x 4 Rough D44R BC40R 18 4 3 3-3/4 8 16d 4 16d -- -- 1920 2065 1345 8.54 9.19 5.98 1365 1465 955 6.07 6.52 4.25 

4 x 6 D46 BC460 18 3-9/16 3 5-3/8 10 16d 5 16d -- -- 1920 2065 1345 8.54 9.19 5.98 1365 1465 955 6.07 6.52 4.25 

4 x 6 Rough D46R-TZ -- -- 18 4 3 5-3/8 10 16d HDG 5 16d HDG -- -- 1920 2065 1345 8.54 9.19 5.98 1365 1465 955 6.07 6.52 4.25 

6 x 6 

D66 BC60 18 5-1/2 3 5-3/8 10 16d 5 16d -- -- 1920 2065 1345 8.54 9.19 5.98 1365 1465 955 6.07 6.52 4.25 

RSCH66 -- -- 12 5-9/16 2-7/8 5-3/8 4 16d HDG 1 -- -- 1/2"Ø -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 

6 x 6 Rough D66R BC60R 18 6 3 5-3/8 10 16d 5 16d -- -- 1920 2065 1345 8.54 9.19 5.98 1365 1465 955 6.07 6.52 4.25 

8 x 8 D88 BC80 18 7-1/2 3 7-3/8 12 16d 5 16d -- -- 1920 2065 1345 8.54 9.19 5.98 1365 1465 955 6.07 6.52 4.25 



3) NAILS: 


Column Bases – CBSQ series 

These column bases install using USP’s WS2-HDG Wood Screws, reducing installation time 

and cost. Designed for high uplift in high wind or seismic applications. Includes a stand-off 

plate to protect the wood from ground contact moisture. 



Options: CBSQ44, CBSQ46, and CBSQ66 are available in Hot-dip galvanized. 

To order, add HDG to stock number, as in CBSQ44-HDG. 

NEW 

SIZE 

D 

F2 

1˝ 

standoff 

F1 

Typical D 

installation 

Uplift 

3˝ Min. edge 

distance 

Typical CBSQ44-TZ 

installation 

L 

Caps & Bases 



• WS2-HDG Wood Screws, 1/4˝ dia. x 2˝ long, are supplied with CBSQ 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 (not fixed or fastened at top) 

applications. These bases are not designed to resist overturning (moment) loads. 

H 

W 2 

7 3 /16˝ 

W 1 

CBSQ44-TZ 

Column 

Size 


Stock No. 

Steel Gauge Dimensions (in) Fastener 


Schedule 2,3 DF-L 

S-P-F 

Bearing 100% Uplift 115% 1 Bearing 100% Uplift 115% 1 

Ref. No. Strap Base W1 W2 H L Qty Type Lbs kN Lbs kN Lbs kN Lbs kN 

4 x 4 CBSQ44-TZ CBSQ44-SDS2 10 16 3-9/16 3-1/2 8-3/4 2-1/4 14 WS2-HDG 9725 43.26 9895 44.02 8365 37.21 8510 37.86 

4 x 6 CBSQ46-TZ CBSQ46-SDS2 10 12 3-9/16 5-7/16 8-3/4 2-1/4 14 WS2-HDG 19895 88.50 9895 44.02 17110 76.11 8510 37.86 

6 x 6 CBSQ66-TZ CBSQ66-SDS2 10 12 5-1/2 5-7/16 8-3/4 3 14 WS2-HDG 23045 102.51 9895 44.02 19820 88.17 8510 37.86 

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 

 

3) Concrete compressive strength shall be 2,000 psi or greater at 28 days. 



Column Bases – CBE & KCBQ series 

CBE – 12 gauge base for carports, patios, or other residential 

framing. 

KCBQ – High capacity base fastens with WS wood screws. 

H 

L 

3 3 /16˝ 



Options: KCBQ models available in rough/full sizes. 

KCBQ44, KCBQ46, KCBQ66 and KCBQ88 are 

available in Hot-dip galvanized. To order, add 

HDG to stock number, as in KCBQ44-HDG. 





• WS2 Wood Screws, 1/4˝ dia. x 2˝ long, are supplied with KCBQ 

Column Bases. 

• Not recommended for fence posts or other unrestrained (not 

fixed or fastened at top) applications. These bases are not 

designed to resist overturning (moment) loads. 

• All models require a minimum edge distance of 3˝. 

• Bolted models feature diamond holes for temporary nail fastening 

to facilitate drilling and bolting. 

• Embed column base with bottom of base plate flush to concrete. 

W1 

7˝ 

W 1 

H 

CBE 

L 

W 2 

3˝ Min. 

edge distance 

W2 

Typical CBE 

installation 


8˝ 

Caps & Bases 

Column 

Size 

4 x 4 

4 x 6 

KCBQ44 


Fastener Factored Uplift Resistance (115%) 1,5 

Schedule 2,3,4,5,6,7 

DF-L 

S-P-F 

Steel 

Ref. No. Gauge W1 W2 H L Qty Type Lbs kN Lbs kN 

2 1/2 6305 28.05 5420 24.11 

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

12 16d 4060 18.06 3490 15.52 

CB44, 

CBQ44-SDS2 

10 3-9/16 3-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

2 1/2 6295 28.00 5415 24.09 

12 16d 4060 18.06 3490 15.52 

KCBQ46 

CB46, 

CBQ46-SDS2 

10 3-9/16 5-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

4 x 8 KCBQ48 CB48 10 3-9/16 7-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

6 x 4 KCBQ64 -- -- 10 5-1/2 3-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

6 x 6 CBE66 LCB66 12 5-1/2 5-1/2 7-1/2 2 

2 1/2 6280 27.93 5400 24.02 

12 16d 4060 18.06 3490 15.52 

6 x 6 KCBQ66 

CB66, 

CBQ66-SDS2 

10 5-1/2 5-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

6 x 8 KCBQ68 CB68 10 5-1/2 7-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

7-1/8 x 3-1/2 KCBQ71-4 CB71/8-4 10 7-1/8 3-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

7-1/8 x 5-1/2 KCBQ71-6 CB71/8-6 10 7-1/8 5-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

7-1/8 x 7-1/8 KCBQ71-7 CB71/8-7 10 7-1/8 7-1/8 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

8 x 6 KCBQ86 CB86 10 7-1/2 5-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

8 x 8 KCBQ88 CB88 10 7-1/2 7-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

10 x 10 KCBQ1010 CB1010 10 9-1/2 9-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

10 x 12 KCBQ1012 CB1012 10 9-1/2 11-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

12 x 12 KCBQ1212 CB1212 10 11-1/2 11-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

Glulam Sizes 

5-1/8 

CB5-4.5, 

KCBQ5 

glulam 

CB5-6 

10 5-1/4 Spec. 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

6-3/4 

KCBQ7 

CB7-6, CB7-7.5, 

10 6-7/8 Spec. 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 

glulam 

8-3/4 

glulam 


Stock No. 

CBE44 LCB44 12 

CBE46 LCB46 12 

KCBQ9 

CB7-9, CB7-10.5 

CB9-6, CB9-7.5, 

CB9-9, CB9-10.5 

3-9/16 5-1/2 

7-1/2 

10 8-7/8 Spec. 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 



3) Concrete compressive strength shall be 2,000 psi or greater at 28 days. 

 



7) NAILS: 

2 

KCBQ66 

Typical KCBQ66 

installation 

56 


Post Caps – EPCM & PCM series 


PCM – Provides a positive connection for medium-duty, 

post-to-beam applications. 

EPCM – End column caps. 



Options: EPCM4416, EPCM4616, EPCM66, EPCM6616, 

PCM44, PCM46, PCM66, PCM4416, PCM4616, 

PCM4816, and PCM6616 are available in Triple 

Zinc. To order, add TZ to stock number, as in 

PCM4416-TZ. 





• PCM 16 gauge post caps should not be substituted for PCM 12 

gauge post caps unless approved by the Engineer of Record. 


Series 


Stock No. 

Ref. 

Series 

Steel 

Gauge 


Post 

Beam 

Qty Type Qty Type 

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 


2) NAILS: 


DF-L (Lbs) 


Ref. No. Beam Post W1 W2 H1 L1 L2 F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift 

Centre Column Caps 

PCM4416 11 1140 6.81 

PCM44 PC44 11 1600 1610 

PCM46 PC46 1600 1610 

PCM4616 1140 6.81 

PCM4816 1140 6.81 

PCM48 PC48 1600 1610 

PCM6416 11 1160 8.12 8.12 

PCM64 PC64 11 1860 1840 

PCM6616 1160 8.12 8.12 

PCM66 PC66 1860 1840 

PCM6816 1160 8.12 8.12 

PCM68 PC68 1860 1840 

1860 1840 

PCM8416 11 1160 8.12 8.12 

PCM84 PC84 11 1860 1840 

PCM8616 1160 8.12 8.12 

PCM86 PC86 1860 1840 

PCM8816 1160 8.12 8.12 

PCM88 PC88 1860 1840 

End Column Caps 

EPCM4416 1140 6.81 

EPCM44 EPC44 1600 1610 

EPCM46 EPC46 1600 1610 

EPCM4616 1140 6.81 

EPCM4816 1140 6.81 

EPCM48 EPC48 1600 1610 

EPCM6416 1160 8.12 8.12 

EPCM64 EPC64 1860 

EPCM6616 1160 8.12 8.12 

EPCM66 EPC66 1860 

EPCM6816 1160 8.12 8.12 

EPCM68 EPC68 1860 

1860 

EPCM8416 1160 8.12 8.12 

EPCM84 EPC84 1860 

EPCM8616 1160 8.12 8.12 

EPCM86 EPC86 1860 

EPCM8816 1160 8.12 8.12 

EPCM88 EPC88 1860 

Qty 

2) NAILS: 

 

 



DF-L (kN) 

L 2 

L1 

W 2 

PCM 

W 1 

3 3 /4˝ 

W 1 

L 2 

L 1 

W 2 

EPCM 

S-P-F (Lbs) 

H1 

H 1 

3 3/4˝ 

F 2 

Uplift 

F 1 

S-P-F (kN) 

Typical PCM46 

installation 


Series 

Typical EPCM 

installation 

Ref. 

Series 

Steel 

Gauge 

Caps & Bases 

Fas 

T

Post Caps – BC, C, PB, PBES, & PBS series 

BC – One-piece design for double 2x’s to a 4x post. 

C – One-piece design. 

PB – Two-piece design. 

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


Finish: G90 galvanizing, BC400-TZ, PB44-6TZ & PB66-6TZ – G-185 galvanizing; PB44-6GC & PB66-6GC – Gold Coat 

Options: C44, C46, C46R, C66, C66R, PBS44, PBS66, PBS66R, PBES44, & PBES66 are available in Triple Zinc. 

To order, add TZ to stock number, as in PBS44-TZ. C44, PBES44, PBES66, PBS44 & PBS66 are available in 

Stainless Steel. To order, add SS to stock number, as in C44-SS. 

Codes: Load values are derived from data submitted to various North American building code evaluators. 



• These products are designed to work with single, solid-sawn beams, but can be used with built-up beams. When installed to 

multiple beams made up of 2x lumber and shims, fasten the plys and shims together to act as a unit. 

• PB, PBES, and PBS post caps are to be installed in pairs. 

Uplift 

F2 


F 1 

Typical BC400-TZ 

installation 

Typical C44 

installation 

Typical PB-TZ 

installation 

Typical PBS 

installation 

Typical PBES 

installation 

Caps & Bases 

L 1 

W 2 

H 2 

H 1 

W 1 

BC400-TZ 

L W 2 1 

H 2 

H 1 

L1 

C44 

W 2 

L 1 

H 2 

H 1 

W1 

PB44-6TZ 

L 2 

L 1 

H 1 

H2 

H1 

L2 

W1 

PBES 


Fastener Schedule 2,3,4 

Factored Resistance (115%) 1,2 


Post Beam DF-L (Lbs) 

DF-L (kN) 

S-P-F (Lbs) 

S-P-F (kN) 

Size Stock No. Ref. No. W1 W2 H1 H2 L1 L2 Qty Type Qty Type F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift 

4 x 4 BC400-TZ 

BCS2-2/4, 

BCS2-2/4Z 

3-9/16 3-1/8 2-3/8 3 3-5/16 -- -- 10 10d x -12 HDG 8 10d x -12 HDG 1280 845 1005 5.69 3.76 4.47 905 60 715 4.03 0.27 3.18 

4 x 4 C44 BC4 3-9/16 3-9/16 2-7/8 2-7/8 3-1/4 3-1/4 6 16d 6 16d 2220 2220 1885 9.88 9.88 8.39 1575 1575 1340 7.01 7.01 5.96 

4 x 4 

Rough 

C44R BC4R 4 4 2-5/8 2-5/8 3-1/4 3-1/4 8 16d 8 16d 2220 2220 1885 9.88 9.88 8.39 1575 1575 1340 7.01 7.01 5.96 

4 x 6 C46 BC46 3-9/16 5-1/2 2-9/16 2-5/8 3-3/8 5-1/4 6 16d 10 16d 2220 2220 1885 9.88 9.88 8.39 1575 1575 1340 7.01 7.01 5.96 

4 x 6 

Rough 

C46R -- -- 4 6 2-3/4 2-3/4 3-1/4 5-1/4 8 16d 10 16d 2220 2220 1885 9.88 9.88 8.39 1575 1575 1340 7.01 7.01 5.96 

6 x 6 C66 BC6 5-1/2 5-1/2 2-7/8 2-7/8 5-1/4 5-1/4 12 16d 12 16d 4125 4125 2270 18.35 18.35 10.10 2925 2925 1610 13.01 13.01 7.16 

6 x 6 

Rough 

C66R BC6R 6 6 2-13/16 2-13/16 5-1/4 5-1/4 10 16d 10 16d 4360 4360 2055 19.40 19.40 9.14 3095 3095 1455 13.77 13.77 6.47 

8 x 8 C88 BC8 7-1/2 7-1/2 5 5 7-3/8 7-3/8 16 16d 16 16d 4360 4360 2120 19.40 19.40 9.43 3095 3095 1505 13.77 13.77 6.69 

4 x 4 - 6 

6 x 6 - 6 

PB44-6TZ 2 

PB66-6TZ 2 LPC4Z 

LPC6Z 

1-1/2 

1-1/2 

-- -- 

-- -- 

2-1/8 

2-1/2 

1-1/2 

3 

3-5/8 

5-9/16 

-- -- 

-- -- 

8 

8 

16d HDG 

16d HDG 

8 

8 

16d HDG 

16d HDG 

1885 

1885 

665 

665 

1210 

1210 

8.39 

8.39 

2.96 

2.96 

5.38 

5.38 

1340 

1340 

470 

470 

855 

855 

5.96 

5.96 

2.09 

2.09 

3.80 

3.80 

PB44-6GC 2 

PB66-6GC 2 -- -- 

-- -- 

1-1/2 

1-1/2 

-- -- 

-- -- 

2-1/8 

2-1/2 

1-1/2 

3 

3-5/8 

5-9/16 

-- -- 

-- -- 

8 

8 

N16C-GC 

N16C-GC 

8 

8 

N16C-GC 

N16C-GC 

1885 

1885 

665 

665 

1210 

1210 

8.39 

8.39 

2.96 

2.96 

5.38 

5.38 

1340 

1340 

470 

470 

855 

855 

5.96 

5.96 

2.09 

2.09 

3.80 

3.80 

4 x 4 PBES44 2 ACE4, 

LCE4 

1-1/2 -- -- 2-3/8 2-3/4 3-1/4 4-3/4 8 16d 8 16d 1915 1050 4150 8.52 4.67 18.46 1355 745 2950 6.03 3.31 13.12 

6 x 6 PBES66 2 ACE6 1-1/2 -- -- 2-3/8 2-1/8 5-1/2 7 8 16d 8 16d 2400 1685 3480 10.68 7.50 15.48 1700 1195 2475 7.56 5.32 11.01 

4 x 4 PBS44 2 AC4 1-7/16 -- -- 2-5/16 2-13/16 3-9/16 6-1/2 12 16d 12 16d 3800 2250 5850 16.90 10.01 26.02 2695 1600 4150 11.99 7.12 18.46 

4 x 4 

Rough 

PBS44R 2 AC4R 1-1/2 -- -- 2-5/16 2-3/16 4 7 8 16d 8 16d 1915 1050 4150 8.52 4.67 18.46 1355 745 2950 6.03 3.31 13.12 

6 x 6 PBS66 2 AC6 1-1/4 -- -- 2-5/16 2-7/8 5-1/2 8 14 16d 12 16d 3785 2190 4295 16.84 9.74 19.11 2685 1560 3045 11.94 6.94 13.55 

6 x 6 

Rough 

PBS66R AC6R 1-1/4 -- -- 2-5/16 2-3/16 6 8-1/2 10 16d 10 16d 2400 1685 3480 10.68 7.50 15.48 1700 1195 2475 7.56 5.32 11.01 


2) Factored resistances and nail schedules for two-piece models are per pair of post caps. 


4) NAILS: 


W1 

PBS 

H 2 

L1 

58 


Post Beam Corner – PBC series 

The PBC series is a one-piece connector designed to secure two 

mitered beams on a corner post while providing uplift capacity. 






• Install PBC on outside corner of post forming tabs to inner side 

of post. 

• Assumes beam members are bevel cut at corner. 

Dimensions (in) Fastener Schedule 2,3 


Post Beam 

DF-L (115%) S-P-F (115%) 

F1 F2 Uplift F1 F2 Uplift 


Steel 

Size Stock No. Ref. No. Gauge W L Qty Type Qty Type Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN 

4 x 4 PBC44-TZ -- -- 18 4-15/16 6-1/2 8 16d HDG 8 16d HDG 900 4.00 900 4.00 1800 8.01 775 3.45 775 3.45 1555 6.92 

6 x 6 PBC66-TZ -- -- 18 6-15/16 6-1/2 8 16d HDG 8 16d HDG 900 4.00 900 4.00 1800 8.01 775 3.45 775 3.45 1555 6.92 

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for 

other load durations in accordance with the code. 


3) NAILS: 

Typical PBC 

installation 

W 

PBC 

W 

L 

Composite Post Bases – CPB series 

The CPB is made of corrosion resistant composite material 

compatible with preservative treated lumber. Provides code 

required 1˝ stand-off and can be used with rough lumber sizes. 

Materials: High Strength composite 


• Attach base to post with (4) 10d HDG nails. 

• Attach post to concrete using 1/2˝ diameter rod into concrete and 

extend into wood member. 

• 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. 

Caps & Bases 

Typical CPB 

installation 

Dimensions (in) Bottom 

Fastener Schedule 5 Factored Concrete Bearing 

Surface 

Resistance 1,2 Strength 3,4 


Bearing 

Size Stock No. Ref. No. W1 W2 Area Qty Type Lbs kN Lbs kN 

4 x 4 CPB44 CPS4 3-1/4 3-1/4 2.2 4 10d HDG 5235 23.29 6545 29.11 

4 x 6 CPB46 CPS46 3-5/16 5-5/16 3.3 4 10d HDG 6810 30.29 9820 43.68 

5 x 5 CPB55 CPS5 4-1/8 4-1/8 3.0 4 10d HDG 6295 28.00 8925 39.70 

6 x 6 CPB66 CPS6 5-5/16 5-5/16 3.9 4 10d HDG 8570 38.12 11600 51.60 

8 x 8 CPB88 CPS7 7-1/4 7-1/4 6.4 4 10d HDG 12490 55.56 19040 84.70 

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

4) Design Bearing Strength has been increased assuming (A 2 / A 1 ) 0.5 per ACI 318-02, Section 10.17.1. 

5) NAILS: 

W 1 

CPB 

W 2 

1˝ 



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. 



Options: See Specialty Options on pages 62-63. 

KCCQ325-4, KCCQ325-6, KCCQ44, KCCQ46, KCCQ525-4, 

KCCQ525-6, KCCQ64,KCCQ66, KECCQ325-4, KECCQ325-6, 

KECCQ44, KECCQ46, KECCQ525-6, KECCQ64 & KECCQ66 

are available in Hot-dip galvanized. To order, add HDG to stock 

number, as in KCCQ44-HDG. 





• 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. 

W 1 

L 

H 

Typical KCCQ44 

centre cap 

installation 

W 1 

L 

W 2 

KCCQ44 

H 


Caps & Bases 


Stock No. 


Fastener Schedule 4 

W 2 

KECCQ44 


Typical KECCQ44 

end cap 

installation 

Column 

DF-L 

S-P-F 

Beam or Post Bearing Uplift Bearing Uplift 

(100%) 2 (115%) 1,8 (100%) 2 (115%) 1,8 

Steel 

Ref. No. Gauge W1 W2 H L Qty Type Qty Type Lbs kN Lbs kN Lbs kN Lbs kN 


KCCQ325-4 CCQ3-4SDS2.5 7 3-1/4 3-5/8 6-1/2 11 16 WS3 14 WS3 30940 137.63 12920 57.47 21040 93.59 9170 40.79 

KCCQ325-6 CCQ3-6SDS2.5 7 3-1/4 5-1/2 6-1/2 11 16 WS3 14 WS3 30940 137.63 12920 57.47 21040 93.59 9170 40.79 

KCCQ44 CCQ44SDS2.5 7 3-5/8 3-5/8 6-1/2 11 16 WS3 14 WS3 34655 154.16 12575 55.94 23565 104.83 8930 40.79 

KCCQ45 -- -- 7 3-5/8 5-3/8 6-1/2 11 16 WS3 14 WS3 34655 154.16 12575 55.94 23565 104.83 8930 40.79 


KCCQ47 -- -- 7 3-5/8 7-1/8 6-1/2 11 16 WS3 14 WS3 34655 154.16 12575 55.94 23565 104.83 8930 40.79 

KCCQ47X -- -- 7 3-5/8 7-1/8 6-1/2 13 16 WS3 14 WS3 40955 182.18 12575 55.94 27850 123.89 8930 40.79 


KCCQ525-4 CCQ5-4SDS2.5 3 5-1/4 3-5/8 8 13 16 WS3 14 WS3 59960 266.73 12920 57.47 40775 181.38 9170 40.79 



KCCQ57 -- -- 7 5-3/8 7-1/8 6-1/2 11 16 WS3 14 WS3 51975 231.21 12920 57.47 35345 157.23 9170 40.79 


2) Bearing loads are based on compression perpendicular to grain values published in the 2001 NDS and soft converted to Limit States Design. 


 


6) The designer shall check post for required loads. 


8) Uplift loads do not apply to splice conditions. 


60 


Column Caps – KCCQ & KECCQ series continued 



• 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. 



Stock No. 

Dimensions (in) Fastener Schedule 4 



KCCQ67X CCQ6-7.13SDS2.5 7 5-1/2 7-1/8 6-1/2 11 16 WS3 14 WS3 54455 242.24 12920 57.47 37030 164.72 9170 40.79 






KCCQ71-4 CCQ7.1-4SDS2.5 3 7-1/8 3-5/8 6-1/2 11 16 WS3 14 WS3 69300 308.27 12920 57.47 47125 209.63 9170 40.79 


KCCQ71-71 CCQ7.1-7.1SDS2.5 3 7-1/8 7-1/8 6-1/2 11 16 WS3 14 WS3 69300 308.27 12920 57.47 47125 209.63 9170 40.79 


KCCQ84 -- -- 7 7-1/2 3-5/8 6-1/2 11 16 WS3 14 WS3 74255 330.32 12920 57.47 50495 224.62 9170 40.79 



KCCQ94 -- -- 7 8-7/8 3-5/8 6-1/2 11 16 WS3 14 WS3 86625 385.34 12920 57.47 58905 262.03 9170 40.79 






DF-L 

S-P-F 

Column 


(100%) 2 (115%) 1,8 (100%) 2 (115%) 1,8 

Steel 



7 3-1/4 3-5/8 6-1/2 7-1/2 16 WS3 14 WS3 21095 93.84 11785 52.42 14340 63.79 8370 40.79 

7 3-1/4 5-1/2 6-1/2 7-1/2 16 WS3 14 WS3 21095 93.84 11785 52.42 14340 63.79 8370 40.79 

7 3-5/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 24430 108.67 13385 59.54 18210 81.01 9505 40.79 

-- -- 7 3-5/8 5-3/8 6-1/2 7-1/2 16 WS3 14 WS3 23625 105.09 13385 59.54 16065 71.46 9505 40.79 

7 3-5/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 26775 119.11 11785 52.42 18210 81.01 8370 40.79 

-- -- 7 3-5/8 7-1/8 6-1/2 9-1/2 16 WS3 14 WS3 29925 133.12 13385 59.54 20345 90.50 9505 40.79 

-- -- 7 3-5/8 7-1/8 6-1/2 9-1/2 16 WS3 14 WS3 29925 133.12 13385 59.54 20345 90.50 9505 40.79 

7 3-5/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 26775 119.11 11785 52.42 18210 81.01 8370 40.79 

3 5-1/4 3-5/8 8 9-1/2 16 WS3 14 WS3 32155 143.04 11785 52.42 24350 108.32 8370 40.79 

3 5-1/4 5-1/2 8 9-1/2 16 WS3 14 WS3 39310 174.87 11785 52.42 28985 128.94 8370 40.79 

3 5-1/4 7-1/2 8 9-1/2 16 WS3 14 WS3 43820 194.93 11785 52.42 29795 132.54 8370 40.79 

-- -- 7 5-3/8 7-1/8 6-1/2 9-1/2 16 WS3 14 WS3 40160 178.65 11785 52.42 27310 121.49 8370 40.79 




 




8) Uplift loads do no apply to splice conditions. 

Caps & Bases 







• 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. 

Caps & Bases 


Stock No. 

Dimensions (in) Fastener Schedule 4 Factored Resistance 3 

Column 

DF-L S-P-F 


(100%) 2 (115%) 1,8 (100%) 2 (115%) 1,8 

Steel 



KECCQ64 ECCQ64SDS2.5 7 5-1/2 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 33890 150.76 11785 52.42 25605 113.90 8370 40.79 


KECCQ67X ECCQ6-7.13SDS2.5 7 5-1/2 7-1/8 6-1/2 8-1/2 16 WS3 14 WS3 42075 187.17 11785 52.42 28615 127.29 8370 40.79 






KECCQ71-4 ECCQ7.1-4SDS2.5 3 7-1/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 40665 180.89 11785 52.42 30455 135.48 8370 40.79 


KECCQ71-71 ECCQ7.1-7.1SDS2.5 3 7-1/8 7-1/8 6-1/2 8-1/2 16 WS3 14 WS3 53555 238.23 11785 52.42 36420 162.01 8370 40.79 


KECCQ84 -- -- 7 7-1/2 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 42890 190.79 11785 52.42 39015 173.55 8370 40.79 



KECCQ94 -- -- 7 8-7/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 48375 215.19 11785 52.42 35940 159.88 8370 40.79 







 




8) Uplift loads do not apply to splice conditions. 


Speciality Options: 

• For end column caps, add an E after the K in the stock number, as in KECCQ325-4. 

• Straps may be rotated 90° on special order where the W2 dimension is less than or equal to 

the W1 dimension. 

• KCCQO/KECCQO – Cap only, no strap design for field welding to pipe or other columns. 

• KCCQOB – For cross beam connections. Any two buckets can be welded together for a wide 

variety of applications. Allowable load shall be the lesser of the two components. 

• KCCQT – For T beam intersections, consult USP. Specify beam/column conditions, 

dimensions, and loading requirements. 

• KCCQC – For X beam intersections, consult USP. Specify beam/column conditions, 

dimensions, and loading requirements. 

• KECCQLL/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 ordering for 

specialty options, non-catalog, or rough/full size lumber sizes. 


62 



4˝ 

Typ. 

L 

L 

H 1 

W 3 

W 4 

H 2 

H 3 

H 1 


W 1 

KCCQC 

W 2 

1/4˝ unless 

otherwise 

specified 

Optional KECCQ 

Rotated Straps 90° 

H 1 

W1 

L 2 

L 1 

W 2 

KCCQOB 

4˝ Typ. 

W2 

H 2 

KECCQLL 

left shown 

H2 

W 3 

H 1 

H 

W 1 

W 1 

KCCQO 

L 

H 2 

W 3 

W 2 

KCCQT 

Top View of Specialty Options Column Cap Configurations 

Caps & Bases 

KECCQLL 

rotated 90° left 

KECCQLR 

rotated 90° right 

left right KECCQ 

offset left 

KECCQ 

offset right 

KCCQ 

offset left 

KCCQ 

offset right 

KECCQ 

rotated 45° left 

KECCQ 

rotated 45° right 




Framing Plates & Angles . . . . . .Pages 66-70 

• MPA Series 

Multi-purpose framing angles. 

• MP Series 

Field adjustable framing angle. 

MPA1 

MP34 

MP 

MP_F 

• MP_F Series 

Multi-purpose framing plate. 

• RBC 

Field adjustable roof boundary clip. 

• A3 & AC Series 

Framing angles for joist support. 

• JA Series 

Heavier-capacity framing angle for joist support. 

Stud Plate Ties . . . . . . . . . . . . . . . . .Page 71 

• RSPT Series 

Flat stud to plate connector. 

• SPT & SPTH Series 

U-shaped stud to plate connector. 

RBC 

RSPT 

A3 

SPT22 

AC 

SPT 

JA1 

SPTH 


Lateral Joist Connectors . . . . . . . .Page 72 

• LJC-TZ 

Sill plate to floor joist connector. 

• LJQ Series 

Higher capacity sill plate to floor joist connector. 

LJC-TZ 

LJQ-TZ 

Miscellaneous . . . . . . . . . . . . .Pages 72-74 

• ANJ44S-HDG 

Heavy-capacity corner-framing angle. 

• B & BL Series 

L-shaped corner braces. 

ANJ44S-HDG 

B 

BL 


• KHL Series 

Heavy-capacity corner framing angle. 

• L, LH, T & TH Series 

Medium-capacity L and T-shaped straps. 

• Ornamental Series 

Connectors with ornamental notching. 

KHL 

L/LH 

T/TH 

KHL33-O 

Framing Clips & Header Hangers . . . . .Page 75 

• SFC6 Series 

Light-capacity header framing clip. 

• HH Series 

Heavy-capacity header hanger. 

SFC 

HH 


64 



Coiled Strapping . . . . . . . . . . . . . . .Page 76 

• CMST & CMSTC Series 

3˝ wide coiled strapping. 

CMST/CMSTC 

• RS Series 

11⁄4˝ wide coiled strapping. 

RS 


Straps . . . . . . . . . . . . . . . . . . . .Pages 77-80 

• LSTA, MSTA, & ST Series 

11⁄4˝ wide flat strapping. 

• HRS Series 

13⁄ 8˝ or 31⁄ 4˝ wide flat strapping. 

• KST & KSTI Series 

21⁄16˝ wide flat strapping. 

• HTP Series 

3˝ wide flat strapping. 

• MSTC Series 


• LSTI 

33⁄4˝ wide flat strapping for open web trusses. 

LSTA/MSTA 

ST 

HRS 

KST 

KSTI 

HTP 

MSTC 

• KRPS Series 

Protection strap for pipes placed in partitions. 

LSTI 

• MSTCB Series 

Pre-bent strap. 

Twist Straps . . . . . . . . . . . . . . .Pages 81-82 

KRPS 

MSTCB 

• LFTA6 

Light-capacity twist strap. 

• LTW Series 

Light-capacity twist strap. 

• MTW Series 

Medium-capacity twist strap. 

• HTW Series 

Heavy-capacity twist strap. 

• KTS Series 

Medium-capacity angled twist strap. 

Permanent Wood Foundation 

Strap . . . . . . . . . . . . . . . . . . . . . . . . .Page 83 

• PWFS24 

Transfers ground lateral loads to floor diaphragm. 

LFTA6 LTW MTW/HTW KTS 

PWFS24 


Masonry Straps . . . . . . . . . . .Pages 84-85 

• MSTAM Series 

1/4˝ wide flat strapping. 

• MSTCM Series 


• HTWM Series 

Heavy-capacity twist strap. 

MSTAM 

MSTCM 

HTWM 



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

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 choice 

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


Finish: G90 galvanizing; MPA1-GC – Gold Coat 

Options: MPA1, MP34, and MP4F are available in Triple Zinc. 

To order, add TZ to stock number, as in MPA1-TZ. 

MPA1, MP34, and MP6F are available in Stainless Steel. To 

order, add SS to stock number, as in MPA1-SS. 





• 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. 

4 1 /2˝ 

1 7 /16˝ 

MPA1-GC 

1 1 /2˝ 

2 13 /16˝ 

1 1 /2˝ 

1 1 /2˝ 

1 7 /16˝ 

MP34 

MPA1 

4 1 /2˝ 

1 7 /16˝ 


Figure 1 Figure 2 Figure 3 

F 1 

B 1 

A 1 

C 1 

B 2 

A 2 

C 2 

F 2 

F 1 

F 3 

Typical MPA1 

joist / header installation 

Typical MPA1 

rafter / plate installation 

Typical MPA1 

stud / plate installation 


Figure 4 

F 2 

Hangers 

F 3 

Typical MP34 

joist / header installation 


66 


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

MP6F 

MP4F 

Embossed plate lines 

Type 1 

V 

H 

MP4F = 3˝ 

MP6F = 3 3 /4˝ 


Embossed plate line 

guides placement 


Stock No. 

MP4F 

Sheathing 

Typical MP_F 

installation 

Type 2 


Factored Resistance 1,3,4 

Steel Installation Header or Stud Joist or Plate Direction DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

Ref. No. Gauge Type 2 Qty Type Qty Type of Load 2 100% 115% 100% 115% 100% 115% 100% 115% 

Figure 1 

6 8d x 1-1/2 6 8d x 1-1/2 F1 1115 1280 4.96 5.69 790 910 3.51 4.05 

6 8d x 1-1/2 6 8d x 1-1/2 F2 1300 1300 5.78 5.78 925 925 4.11 4.11 

6 8d x 1-1/2 3 8d x 1-1/2 A1 685 785 3.05 3.49 485 555 2.16 2.47 

Figure 2 6 8d x 1-1/2 3 8d x 1-1/2 B1 510 585 2.27 2.60 360 415 1.60 1.85 

6 8d x 1-1/2 3 8d x 1-1/2 C1 525 600 2.34 2.67 370 425 1.65 1.89 

6 8d x 1-1/2 6 8d x 1-1/2 A2 830 955 3.69 4.25 590 675 2.62 3.00 

Figure 3 6 8d x 1-1/2 6 8d x 1-1/2 B2 460 525 2.05 2.34 325 375 1.45 1.67 

6 8d x 1-1/2 6 8d x 1-1/2 C2 610 705 2.71 3.14 435 500 1.94 2.22 

Figure 1 

6 N8-GC 6 N8-GC F1 1115 1280 4.96 5.69 790 910 3.51 4.05 

6 N8-GC 6 N8-GC F2 1300 1300 5.78 5.78 925 925 4.11 4.11 

6 N8-GC 3 N8-GC A1 685 785 3.05 3.49 485 555 2.16 2.47 

Figure 2 6 N8-GC 3 N8-GC B1 510 585 2.27 2.60 360 415 1.60 1.85 

6 N8-GC 3 N8-GC C1 525 600 2.34 2.67 370 425 1.65 1.89 

6 N8-GC 6 N8-GC A2 830 955 3.69 4.25 590 675 2.62 3.00 

Figure 3 6 N8-GC 6 N8-GC B2 460 525 2.05 2.34 325 375 1.45 1.67 

6 N8-GC 6 N8-GC C2 610 705 2.71 3.14 435 500 1.94 2.22 

4 8d x 1-1/2 4 8d x 1-1/2 F1 855 985 3.80 4.38 610 700 2.71 3.11 

4 8d x 1-1/2 4 8d x 1-1/2 F2 1025 1025 4.56 4.56 725 725 3.23 3.23 

4 8d x 1-1/2 4 8d x 1-1/2 F3 555 635 2.47 2.82 395 450 1.76 2.00 

Type 1 

Type 2 

Type 1 

Type 2 

Type 1 

Type 2 

Type 1 

Type 2 

6 

6 

6 

6 

6 

6 

6 

6 

8d x 1-1/2 

8d x 1-1/2 

8d 

8d 

8d x 1-1/2 

8d x 1-1/2 

8d 

8d 

6 

6 

6 

6 

6 

6 

6 

6 

8d x 1-1/2 

8d x 1-1/2 

8d 

8d 

8d x 1-1/2 

8d x 1-1/2 

8d 

8d 

V 

V 

V 

V 

V 

V 

V 

V 

1380 

1380 

1380 

1380 

995 

995 

995 

995 

1585 

1585 

1585 

1585 

1145 

1145 

1145 

1145 

6.14 

6.14 

6.14 

6.14 

4.43 

4.43 

4.43 

4.43 

7.05 

7.05 

7.05 

7.05 

5.09 

5.09 

5.09 

5.09 

980 

980 

980 

980 

705 

705 

705 

705 

1125 

1125 

1125 

1125 

815 

815 

815 

815 

4.36 

4.36 

4.36 

4.36 

3.14 

3.14 

3.14 

3.14 

5.00 

5.00 

5.00 

5.00 

3.63 

3.63 

3.63 

3.63 

6 

6 

6 

6 

6 

6 

6 

6 

8d x 1-1/2 

8d x 1-1/2 

8d 

8d 

8d x 1-1/2 

8d x 1-1/2 

8d 

8d 

6 

6 

6 

6 

6 

6 

6 

6 

8d x 1-1/2 

8d x 1-1/2 

8d 

8d 

8d x 1-1/2 

8d x 1-1/2 

8d 

8d 

H 

H 

H 

H 

H 

H 

H 

H 

1380 

1380 

1380 

1380 

995 

995 

995 

995 

1585 

1585 

1585 

1585 

1145 

1145 

1145 

1145 

6.14 

6.14 

6.14 

6.14 

4.43 

4.43 

4.43 

4.43 

7.05 

7.05 

7.05 

7.05 

5.09 

5.09 

5.09 

5.09 

980 

980 

980 

980 

705 

705 

705 

705 

1125 

1125 

1125 

1125 

815 

815 

815 

815 

4.36 

4.36 

4.36 

4.36 

3.14 

3.14 

3.14 

3.14 

5.00 

5.00 

5.00 

5.00 

3.63 

3.63 

3.63 

3.63 

MPA1 A35 18 

MPA1-GC -- -- 18 

MP34 A34 18 Figure 4 

MP4F LTP4 20 

MP6F LTP5 20 


2) Refer to drawings for installation type and definition of the various load directions. 

3) If installing MP4F or MP6F over plywood, use 8d common nails for 100% of table load. 

4) Factored resistances are shown per angle. When using a single anchor, joist must be constrained from rotation. 


6) NAILS: 

4 1 /4˝ 

MP_F 

MP4F = 1˝ 

MP6F = 1 3 /4˝ 




Roof Boundary Clip – RBC 

Framing plate designed to connect roof 

blocking to a wall top plate. 



Codes: Load values are derived 

from data submitted to 

various North American 



• Use all specified fasteners.See 

Product Notes, page 10. 

• Field adjustable from 0º to 90º. 

• Bend angle only once. 

Typical RBC 

Top-Plate to Outside of Blocking 

installation 

Typical RBC 

Top-Plate to Inside of Blocking 

installation 


Typical RBC 

Concrete Blockwall to Blocking 

installation 

Typical RBC 

1˝ foamboard installation 

H 

W 


RBC 




Top Plate Blocking 

F1 (115%) 

DF-L S-P-F 


Steel 


Stock No. Ref. No. Gauge W H Type Qty Type 2 Qty Type 2 Lbs kN Lbs kN 

Wood to Wood 6 10d x 1-1/2 6 10d x 1-1/2 990 4.40 615 2.74 

RBC RBC 20 4-1/4 6 

Wood to CMU 3 1/4" Tapcon 6 10d x 1-1/2 735 3.27 525 2.34 

1) Loads shown are for a single roof boundary clip. 


 

4) NAILS: 10d x 1-1/2 nails are 0.148" diameter by 1-1/2" long. 


68 


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

MP – 18 gauge. Field adjustable from 0° to 135°. 

A3 – 18 gauge. Eliminates toenailing and increases strength. 

AC – 16 gauge. Features staggered nail patterns which reduces wood 

splitting and allows installation on both sides of the supported member. 

JA – 14 or 16 gauge. Heavier capacity framing angle for joist support. 



Finish: G90 galvanizing; AC7-GC, MP7-GC, 

& MP9-GC – Gold Coat 

Options: MP3, MP5, MP7, MP9, A3, AC5, AC7, AC9, & JA1 

are available Triple Zinc. To order, add TZ to stock 

number, as in MP5-TZ. 

MP5 and MP7 are available in Stainless Steel. To order, 

add SS to stock number, as in MP7-SS. 



Adjust 

0˚ to 135˚ 

Typical MP 

installation 

Load 

direction 

2 1 /4˝ 

2 1 /4˝ 

L 

Typical JA1 

installation 

Typical MP 

Rafter Support 

MP 

F 2 

F 1 

Typical JA7 

installation 

W 1 

W 2 

L 

W 1 

W2 

Typical AC 

installation 

W 2 

W 1 


F1 

F2 

L 

L 

JA3 

A3 

AC 




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



• MP Framing Angles are fabricated at 100° and may be field 

adjusted by hand from 0° to 135°. Bend angle only once. 





Steel 

Header 

Joist Direction DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

Stock No. Ref. No. Gauge W1 W2 L Qty Type Qty Type of Load 100% 115% 100% 115% 100% 115% 100% 115% 

A23, GA1, 

F1 970 1115 4.31 4.96 690 792 3.07 3.52 

A3 GA2, L30, 18 1-7/16 1-7/16 2-3/4 4 10d x 1-1/2 4 10d x 1-1/2 

S/A23 

F2 985 1130 4.38 5.03 700 802 3.11 3.57 

MP3 LS30 18 2-1/4 2-1/4 3-3/8 3 10d 3 10d F1 750 860 3.34 3.83 535 615 2.38 2.74 

MP5 

LS50, 

S/LS50 

18 2-1/4 2-1/4 4-5/8 4 10d 4 10d F1 1335 1535 5.94 6.83 950 1095 4.23 4.87 

MP7 

LS70, 

5 10d 5 10d 

S/LS70 18 2-1/4 2-1/4 5-7/8 

F1 

1740 2005 7.74 8.92 1235 1420 5.49 6.32 

MP7-GC -- -- 5 N10C-GC 5 N10C-GC 1740 2005 7.74 8.92 1235 1420 5.49 6.32 

MP9 LS90 6 10d 6 10d 1980 2280 8.81 10.14 1405 1615 6.25 7.18 

18 2-1/4 2-1/4 6-7/8 F1 

MP9-GC -- -- 6 N10C-GC 6 N10C-GC 1980 2280 8.81 10.14 1405 1615 6.25 7.18 

AC5 

AC7 

L50 

L70 

16 

16 

1-5/16 

1-5/16 

2-3/8 

2-3/8 

4-7/8 

6-15/16 

3 

4 

10d 

10d 

3 

4 

10d 

10d 

F1 

F1 

995 

1120 

1145 

1285 

4.43 

4.98 

5.09 

5.72 

705 

795 

815 

910 

3.14 

3.54 

3.63 

4.05 

F2 

F2 

930 

1335 

1070 

1535 

4.14 

5.94 

4.76 

6.83 

660 

950 

760 

1090 

2.94 

4.23 

3.38 

4.85 

AC7-GC -- -- 16 1-5/16 2-3/8 6-15/16 4 N10C-GC 4 N10C-GC 

F1 1120 1285 4.98 5.72 795 910 3.54 4.05 

F2 1335 1535 5.94 6.83 950 1090 4.23 4.85 

AC9 

JA1 

JA3 

JA5 

JA7 

JA9 

L90 

A21 

-- -- 

-- -- 

-- -- 

-- -- 

16 

16 

14 

14 

14 

14 

1-5/16 

1-1/2 

2-1/2 

2-1/2 

2-1/2 

2-1/2 

2-3/8 

1-1/2 

2-1/2 

2-1/2 

2-1/2 

2-1/2 

8-7/8 

1-1/4 

3 

5 

7 

9 

5 

2 

4 

6 

8 

10 

10d 

10d x 1-1/2 

16d 

16d 

16d 

16d 

5 

2 

4 

6 

8 

10 

10d 

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 

F1 

F1 

F1 

F1 

F1 

F1 

1860 

421 

963 

1556 

3058 

3767 

2135 

484 

1108 

1790 

3517 

4333 

8.27 

1.87 

4.28 

6.92 

13.60 

16.76 

9.50 

2.15 

4.93 

7.96 

15.64 

19.27 

1320 

299 

684 

1105 

2171 

2675 

1515 

344 

786 

1271 

2497 

3076 

5.87 

1.33 

3.04 

4.91 

9.66 

11.90 

6.74 

1.53 

3.50 

5.65 

11.11 

13.68 

F2 

F2 

F2 

F2 

F2 

F2 

1335 

562 

874 

1665 

2664 

2697 

1535 

647 

1005 

1915 

3064 

3102 

5.94 

2.50 

3.89 

7.41 

11.85 

12.00 

6.83 

2.88 

4.47 

8.52 

13.63 

13.80 

950 

399 

620 

1182 

1892 

1915 

1090 

459 

713 

1360 

2176 

2202 

4.23 

1.78 

2.76 

5.26 

8.42 

8.52 

4.85 

2.04 

3.17 

6.05 

9.68 

9.80 


2) Factored resistances are shown per angle, and may be doubled if installed in pairs. When using a single angle, joist must be constrained from rotation. 

 

4) NAILS: 



70 


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. 

F 1 

Uplift 

Size Stock No. 3 Ref. No. Gauge W H L Qty Type Qty Type Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN 

SPTH – Heavier 18 gauge version of SPT. 

SPTHW – 18 gauge. Attaches plate to studs over 1/2˝ sheathing. 



Options: RSPT6, RSPT6-2, SPT4, SPT6, SPT8, SPT22, 

SPT24, SPTH4, SPTH6 and SPTH8 are 

available in Triple Zinc. To order, add TZ to 

stock number, as in SPTH4-TZ. 

Codes: Load values are derived from data submitted to Typical SPT4 Typical SPT24 

various North American building code installation 

installation 

evaluators. 



L 

H 

H 

H 

H 

W 

W 

W 

1 1 /4˝ 

W 

RSPT6 

Nailing concentrated on 

top plate for greater 

RSPT6-2 

SPT 

SPT22 

resistance 

Reinforcement 

Locator 

F tab 

2 

ribs 

W 

H 

F 1 

Uplift 

L 

W 

1 1 /4˝ 

Typical RSPT4 double 

plate installation 

Typical RSPT4 single 


RSPT4 

SPTH 

SPTHW similar 




Stud 

Plate 

DF-L 

S-P-F 

Stud USP 

Steel 

F1 F2 Uplift F1 F2 Uplift 

2x SPT22 SP1 20 1-9/16 4-3/8 3-1/2 4 10d 4 10d 695 3.09 325 1.45 755 3.36 600 2.67 280 1.25 650 2.89 

2x SPT24 SP2 20 1-9/16 5-5/8 3-1/2 6 10d 6 10d 695 3.09 325 1.45 1125 5.00 600 2.67 280 1.25 970 4.31 

4x SPT44 -- -- 20 3-9/16 6-3/4 6-1/2 6 16d 6 16d 845 3.76 310 1.38 1355 6.03 725 3.23 265 1.18 1165 5.18 

2x RSPT4 RSP4 20 1-1/2 4-1/8 -- -- 4 8d x 1-1/2 4 8d x 1-1/2 285 1.27 315 1.40 585 2.60 245 1.09 270 1.20 505 2.25 

2x RSPT6 SSP 18 1-1/2 5-7/16 -- -- 4 10d x 1-1/2 4 10d x 1-1/2 -- -- -- -- -- -- -- -- 740 3.29 -- -- -- -- -- -- -- -- 635 2.82 

(2) 2x RSPT6-2 DSP 18 2-3/4 5-7/16 -- -- 8 10d x 1-1/2 6 10d x 1-1/2 -- -- -- -- -- -- -- -- 1115 4.96 -- -- -- -- -- -- -- -- 960 4.27 

4x SPT4 SP4 20 3-9/16 6-7/8 -- -- 6 10d x 1-1/2 -- -- -- -- -- -- -- -- -- -- -- -- 960 4.27 -- -- -- -- -- -- -- -- 825 3.67 

6x SPT6 SP6 20 5-9/16 7-5/8 -- -- 6 10d x 1-1/2 -- -- -- -- -- -- -- -- -- -- -- -- 960 4.27 -- -- -- -- -- -- -- -- 825 3.67 

8x SPT8 SP8 20 7-5/16 8-1/2 -- -- 6 10d x 1-1/2 -- -- -- -- -- -- -- -- -- -- -- -- 960 4.27 -- -- -- -- -- -- -- -- 825 3.67 

4x 

6x 

SPTH4 

SPTH6 

SPH4 

SPH6 

18 

18 

3-9/16 

5-9/16 

8-5/8 

9-3/8 

-- -- 

-- -- 

12 

12 

10d x 1-1/2 

10d x 1-1/2 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

1275 

1275 

5.67 

5.67 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

1095 

1095 

4.87 

4.87 

SPTHW4 

SPTHW6 

SPH4R 

SPH6R 

18 

18 

4-1/16 

6-1/16 

8-3/8 

9-1/8 

-- -- 

-- -- 

12 

12 

10d x 1-1/2 

10d x 1-1/2 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

1275 

1275 

5.67 

5.67 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

1095 

1095 

4.87 

4.87 

8x SPTH8 SPH8 18 7-5/16 8-1/2 -- -- 12 10d x 1-1/2 -- -- -- -- -- -- -- -- -- -- -- -- 1275 5.67 -- -- -- -- -- -- -- -- 1095 4.87 



3) SPT22, SPT24, and SPT44: the two nails fastened to the wide face of the stud must be driven 30° from the perpendicular on the horizontal plane. 

4) NAILS: 




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

The LJC-TZ and LJQ-TZ Lateral Joist Connectors transfer lateral loads at the top 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 floor joist preventing splitting of the bottom chord flanges, 

and can be installed after the floor system has been installed. The product is load rated for use with dimension lumber floor 

joists as well as I-joist. It can also be used with cantilevered floor joists. 

LJQ-TZ – is a higher capacity connector designed for higher loads. It is similar in design to a joist hanger with a seat for the 

floor joist to bear against and utilizes wood screws to fasten to the sill plate. USP’s WS15-GC Wood Screws (included) provide 

quick installation without the need to pre-drill holes. 







• 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 Wood Screws are 1/4˝ diameter x 1-1/2˝ long and are 

included with LJQ-TZ connectors. 

3 3 /16˝ 

D 

W 

L 


Typical LJC-TZ installation 

L 

1 /2˝ 

LJC-TZ Typical LJQ-TZ installation LJQ-TZ 

Dimensions (in) Fastener 



DF-L 

S-P-F 


Steel 

2x I-Joist 2x I-Joist 

Stock No. Ref. No. Gauge W L D Qty Type Lbs kN Lbs kN Lbs kN Lbs kN 

LJC-TZ -- -- 18 3-3/16 8 -- -- 12 8d x 1-1/2 HDG 1310 5.83 1310 5.83 930 4.14 930 4.14 

LJQ15-TZ -- -- 16 1-9/16 3 1-1/2 4 WS15-GC 1880 8.36 1880 8.36 1335 5.94 1335 5.94 

LJQ17-TZ -- -- 16 1-13/16 3 1-1/2 4 WS15-GC 1880 8.36 1880 8.36 1335 5.94 1335 5.94 

LJQ20-TZ -- -- 16 2-1/8 3 1-1/2 4 WS15-GC 1880 8.36 1880 8.36 1335 5.94 1335 5.94 

LJQ23-TZ -- -- 16 2-5/16 3 1-1/2 4 WS15-GC 1880 8.36 1880 8.36 1335 5.94 1335 5.94 

LJQ25-TZ -- -- 16 2-9/16 3 1-1/2 4 WS15-GC 1880 8.36 1880 8.36 1335 5.94 1335 5.94 

LJQ35-TZ -- -- 16 3-9/16 3 1-1/2 4 WS15-GC 2205 9.81 2205 9.81 1565 6.96 1565 6.96 

 

 

3) NAILS: 

Heavy Angles – ANJ44S-HDG 





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

4˝ 

4˝ 

3 1 /2˝ 

ANJ44S-HDG 



Steel 

Lag 

Lag 

Stock No. Ref. No. Gauge W H L Qty Screw Qty Screw Lbs kN Lbs kN 

ANJ44S-HDG -- -- 7 3-1/2 4 4 2 2 845 3.76 600 2.67 



Header 

Joist 


DF-L 

F1 

115% 

S-P-F 

F1 

115% 

F1 

Typical ANJ44S-HDG 

installation 

72 


Corner Reinforcements – B & BL series 

These multi-purpose braces are designed to provide 

reinforcement for 90° wood-to-wood connections. 





Typical B66 

installation 

B66 


Dimensions (in) Fastener Schedule 


Steel 

Nails 1,3 Bolts 2 

Stock No. Ref. No. Gauge W L Qty Type Qty Dia. 

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 



3) NAILS: 

Some model 

designs may 

vary from 

illustration 

shown 

W 

B23 

L 

L 

W 

BL4 

L 

L 

Corner Framing Angle - KHL series 

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



Options: KHL33, KHL35, KHL37, KHL43, KHL46, KHL55, KHL57 and 

KHL76 are available in Hot-dip galvanized. To order, add HDG 

to stock number, as in KHL35-HDG. 



• Connectors are not load rated. 

NEW 

SIZES 

D 2 

D 1 

W 2 

D 4 

D 3 W 1 

KHL55 




Steel 

Bolts 1 Gussets 

Stock No. Ref. No. Gauge W1 W2 L D1 D2 D3 D4 Qty Dia. Qty 

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

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

KHL35G HL35G 7 3-1/4 3-1/4 5 1-1/4 2-1/2 2 -- -- 4 5/8 1 

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

KHL335 SPECANGLE 3 3-1/2 5-1/4 3-1/2 -- -- -- -- -- -- -- -- 4 1/2 -- -- 

KHL43 HL43 3 4-1/4 4-1/4 3 1-1/2 -- -- 2-3/4 -- -- 2 3/4 -- -- 

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

KHL49 HL49 3 4-1/4 4-1/4 9 1-1/2 3 2-3/4 -- -- 6 3/4 -- -- 

KHL53 HL53 7 5-3/4 5-3/4 2-1/2 1-1/4 -- -- 2 2-1/2 4 5/8 -- -- 

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

KHL57 HL57 7 5-3/4 5-3/4 7-1/2 1-1/4 2-1/2 2 2-1/2 12 5/8 -- -- 

KHL73 HL73 3 7-1/4 7-1/4 3 1-1/2 -- -- 2-3/4 3 4 3/4 -- -- 

KHL76 HL76 3 7-1/4 7-1/4 6 1-1/2 3 2-3/4 3 8 3/4 -- -- 

KHL79 HL79 3 7-1/4 7-1/4 9 1-1/2 3 2-3/4 3 12 3/4 -- -- 

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


Typical KHL35 

installation 

gusset 


KHL35G 



L & T Straps – L, LH, T & TH series 

L & T – 14 gauge medium-capacity straps fasten with either nails or bolts. 

LH & TH – 7 gauge heavy-capacity bolt on strap. 


Finish: G90 galvanizing; TH12-HDG – Hot-dip galvanized 

Options: L6 and T6 are available in Triple Zinc. To order, add 

TZ to stock number, as in L6-TZ. 

LH12 is available in Hot-dip galvanized. To order, add 

HDG to stock number, as in LH12-HDG. 

H 

L 

W 

H 

L 

W 



• Straps are not load rated. 



Steel 

Bolts 2 Nails 1,3 

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

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

T8 -- -- 14 2 8 8-1/2 3 1/2 12 16d 

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

T1212 1212T 14 2 12 12 3 1/2 12 16d 

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

L8 88L 14 2 8 8 2 1/2 8 16d 

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

TH12-HDG 

1212HT, 

1212HTHDG 

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 3 12 12 5 5/8 -- -- -- -- 

LH16 1616HL 7 2-1/2 16 16 7 5/8 -- -- -- -- 



3) NAILS: 

red font. 


TH16 

T6 

L6 

LH12 


Ornamental series 

Ornamental notching provides architectural appearance for 

exposed applications. 




Dimensions (in) Bolt Schedule 1 USP 

Steel 

designs may 

H W 

3 1 /4˝ 

L 

2 1 /2˝ 

KHL33-O 

L 

L 

W 

Some model 

Stock No. Ref. No. Gauge Description W H L Qty Dia. 

vary from 

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

illustration 

H 

KHL36-O OHA36 7 Heavy Angle 3-1/4 -- -- 6 4 5/8 

shown 

KHST64-O OHS135 7 Strap Tie 6 -- -- 13-1/2 4 3/4 

ST12-O OS 12 Strap Tie 2 -- -- 12 4 1/2 

L12-O OL 12 'L' Strap 2-1/2 11-7/8 11-7/8 5 1/2 

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

T 

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

TH12-O OHT 7 'T' Strap 2-1/2 11-7/8 11-1/8 4 5/8 

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




• Connectors are not load rated. 

3 1 /4˝ 

74 


Framing Clips - SFC6 

Framing clips replace end cripples under window sills. 





F1 




Header Joist 

DF-L 

S-P-F 

F1 Uplift F1 


Steel 

Uplift 

Stock No. Ref. No. Gauge W H D Qty Type Qty Type 100% 115% 115% 100% 115% 115% 

SFC6 FC6 16 5-1/2 2-1/2 2-1/2 5 16d 5 16d 995 1145 775 835 960 650 


2) NAILS: 

red font. 

H 

Uplift 

Typical SFC6 

installation 

W 

D 

SFC6 

Header Hangers - HH series 

Header Hangers support headers in door and window framing. Helps to 

eliminate cracks in drywall, plaster, or stucco over windows and doors. 

These products also provide anchorage and support for heavy fence rails, 

struts, or gate post cross brackets. 

F 3 







H 

3 3 /4˝ 

W 

HH66 

Fastener Schedule 1,2 Dimensions (in) 


Header Stud 

DF-L 

S-P-F 


Steel 

F1 (100%) F2 (115%) F3 (115%) F1 (100%) F2 (115%) F3 (115%) 

Stock No. Ref. No. Gauge W H Qty Type Qty Type Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN 

HH44 HH4 16 3-9/16 3-1/4 4 16d 9 16d 1785 7.94 915 4.07 850 3.78 1500 6.67 590 2.62 715 3.18 

HH66 HH6 16 5-1/2 5-1/4 6 16d 12 16d 2385 10.61 1365 6.07 1365 6.07 2000 8.90 885 3.94 1150 5.12 


2) NAILS: 

2˝ 

F 2 

F 1 

Typical HH44 

installation 




Coiled Strapping – CMST series, CMSTC16, & RS series 


76 

Coiled strapping enables cut-to-length convenience 

for a variety of immediate job site needs. 

CMST – 3˝ wide strapping features diamond nail 

holes to 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. 



Options: RS150 is available in Triple Zinc. To 

order, add TZ to stock number, as 

in RS150-TZ. 






page 10. 

• For safety, always wear gloves when handling or 

cutting coiled strapping. 

• CMST installations: Install to a minimum 2 ply 2x 

edge. Increase nail spacing if wood begins to split. 

• Designer may specify alternate nailing schedules. Refer 

to Nail Specification table on page 14 for nail shear 

values. Load values shall not exceed published factored 

resistance. 

Optional nails 

(wood shrinkage 

may occur and 

cause strap to 

buckle outward) 

Rim Joist Installation Fastener 



Allowable Tension 1 

End 

Nail 


Steel Coil 

Length 

Spacing DF-L (Lbs) DF-L (kN) SPF (Lbs) SPF (kN) 

Stock No. Ref. No. Gauge Length Cut Length (in) Qty Type O.C. 100% 115% 100% 115% 100% 115% 100% 115% 

CMSTC16 CMSTC16 16 54' 

21" 

56 10d 

42" 

7070 7070 31.45 31.45 6655 7070 29.60 31.45 

28" 64 16d 9945 9945 44.24 44.24 8960 9945 39.86 44.24 

CMST14 CMST14 14 52-1/2' 68" 

76 10d 

134" 

9945 9945 44.24 44.24 9030 9945 40.17 44.24 

40" 88 16d 13975 13975 62.17 62.17 12320 13975 54.80 62.17 

CMST12 CMST12 12 40' 92" 

104 10d 

184" 

13975 13975 62.17 62.17 12355 13975 54.96 62.17 

RS300 

RS250 

RS200 

RS100 

RS150 

RS14-100 

RS22-R 

RS20-R 

RS18-R 

RS16-R 

RS14-R 

CS22 

CS20 

CS18 

CS18S 

CS16 

CS14 

CS22-R 

CS20-R 

CS18-R 

CS16-R 

CS14-R 

22 

20 

18 

18 

16 

14 

22 

20 

18 

16 

14 

300' 

250' 

200' 

100' 

150' 

100' 

25' 

25' 

25' 

25' 

25' 

 

 

 

 

 

 

 

 

 

 

 

6" 

7" 

8" 

8" 

9" 

12" 

6" 

7" 

8" 

9" 

12" 

16 

18 

20 

20 

24 

30 

16 

18 

20 

24 

30 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

 

 

 

 

 

 

 

 

 

 

 

1415 

1595 

2100 

2100 

2645 

3920 

1415 

1595 

2100 

2645 

3920 

1415 

1595 

2100 

2100 

2645 

3920 

1415 

1595 

2100 

2645 

3920 

6.29 

7.10 

9.34 

9.34 

11.77 

17.44 

6.29 

7.10 

9.34 

11.77 

17.44 

6.29 

7.10 

9.34 

9.34 

11.77 

17.44 

6.29 

7.10 

9.34 

11.77 

17.44 

1390 

1595 

2010 

2010 

2645 

3565 

1390 

1595 

2010 

2645 

3565 

1415 

1595 

2100 

2100 

2645 

3920 

1415 

1595 

2100 

2645 

3920 

6.18 

7.10 

8.94 

8.94 

11.77 

15.86 

6.18 

7.10 

8.94 

11.77 

15.86 

6.29 

7.10 

9.34 

9.34 

11.77 

17.44 

6.29 

7.10 

9.34 

11.77 

17.44 

 

 

 

 

 

 

 

 

 

 

 

7" 

8" 

9" 

9" 

11" 

15" 

7" 

8" 

9" 

11" 

15" 

18 

20 

24 

24 

28 

38 

18 

20 

24 

28 

38 

8d 

8d 

8d 

8d 

8d 

8d 

8d 

8d 

8d 

8d 

8d 

 

 

 

 

 

 

 

 

 

 

 

1415 

1595 

2100 

2100 

2645 

3920 

1415 

1595 

2100 

2645 

3920 

1415 

1595 

2100 

2100 

2645 

3920 

1415 

1595 

2100 

2645 

3920 

6.29 

7.10 

9.34 

9.34 

11.77 

17.44 

6.29 

7.10 

9.34 

11.77 

17.44 

6.29 

7.10 

9.34 

9.34 

11.77 

17.44 

6.29 

7.10 

9.34 

11.77 

17.44 

1295 

1500 

2010 

2010 

2610 

3605 

1295 

1500 

2010 

2610 

3605 

1415 

1595 

2100 

2100 

2645 

3920 

1415 

1595 

2100 

2645 

3920 

5.76 

6.67 

8.94 

8.94 

11.61 

16.04 

5.76 

6.67 

8.94 

11.61 

16.04 

6.29 

7.10 

9.34 

9.34 

11.77 

17.44 

6.29 

7.10 

9.34 

11.77 

17.44 


2) Fasteners to be installed with equal fasteners at each end of the connection. 

3) 16d sinker nails may be substituted for 10d nails with no load reduction. 


5) NAILS: 

red font. 

Typical RS 

rim joist installation 

CMST similar 


End 

Length 

Clear 

Span 

1˝ Min. End 

Length 

Cut 

Length 

1 1 /2˝ 

3/4˝ 

1 1 /2˝ 

3˝ Typ. 

1 3 /4˝ 

3 1 /2˝ 

1 1 /4˝ 

1/2˝ 

RS 

3˝ 

2 1 /4˝ 

3/4˝ 

CMSTC16 

3˝ 

1 1 /2˝ 

1˝ 

CMST 

3/8˝ 


Strap Ties – HRS, HTP, KST, KSTI, LSTA, LSTI, MSTA, MSTC & ST series 


HRS – 12 gauge, 13/8˝ or 31/4˝ wide strapping. 

LSTA – 20 or 18 gauge, light-capacity 11/4˝ wide strapping. 

LSTI – 3 3/4˝ wide strap ties provide tension load path for truss top chords. The nail 

pattern accommodates open web trusses with double top chord. 

MSTA – 18 or 16 gauge, medium-capacity 11/4˝ wide strapping. 

HTP – 16 gauge, medium-capacity 3˝ wide strapping. 

ST – 16 gauge, medium-capacity 11/4˝ wide strapping. 

MSTC – 3˝ wide strapping. Slotted hole design allows for higher load capacities and 

reduce splitting of lumber when attached to multiple 2x members. 

KST – 2 1/16˝ wide strapping. Straps can be fastened using either nails or bolts. Some 

KST straps install only with nails. 

KSTI – 21/16˝ wide strapping. Straps are designed for installation to wood I-Joist flanges. 

3˝ 

L 

New 

Some model designs may 

vary from illustration shown 

2 1 /16˝ 

KST29 9 7 /16˝ 

KST213 12 11 /16˝ 

KST216 15 15 /16˝ 

KST218 19 3 /16˝ 

KST224 22 7 /16˝ 

KST234 32 3 /16˝ 

1 1 /2˝ 

4 1 /2˝ 

2 1 /16˝ 

1 1 /2˝ 

KST227 27˝ 

KST237 37 1 /2˝ 

KST248 48˝ 

KST260 60˝ 

KST272 72˝ 

HTP37-TZ 

1 1/4˝ 

2 1/16˝ 

3˝ 

1 1/2˝ 

3 3/4˝ 

3 1 ⁄4˝ 

New 

KSTI226 26˝ 

KSTI236 36˝ 

KSTI248 48˝ 

KSTI260 60˝ 

KSTI272 72˝ 

1 1/2˝ 3/8˝ 

typ. 

KST scalloped 

design 

KST 

straight edge 

design 

1 1/4˝ 

L 

3˝ 

3/4˝ 

3˝ 

HRS416-TZ 

1 3/8˝ 

New 

LSTA/MSTA 9˝ 

LSTA/MSTA 12˝ 







MSTA 48˝ 

MSTC28 28 1/4˝ 

MSTC40 40 1/4˝ 

MSTC52 52 1/4˝ 

MSTC66 65 3/4˝ 

MSTC78 77 3/4˝ 

LSTI49 49˝ 

LSTI73 73˝ 

1 1 /2˝ 

16 5 /16˝ 

ST9 9 ˝ 

ST12 11 5/8˝ 

ST18 17 3/4˝ 

ST22 21 5/8˝ 


L 

HRS12 

HRS8 

HRS6 

HRS 

LSTA/MSTA 

KSTI MSTC LSTI 

KST116 ST 




Strap Ties – HRS, HTP, KST, KSTI, LSTA, LSTI, MSTA, MSTC & ST series cont. 



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. 

LSTA36, MSTA12, MSTA18, MSTA24, & MSTA36 are available in 

Stainless Steel. To order, add SS to stock number, as in MSTA24-SS. 

KST227, KST237, KST248, and KST260 are available in Hot-dip 

galvanized. To order, add HDG to stock number, as in 

KST227-HDG. 





• Designer may specify alternate nailing schedules. Refer to Nail Specification table on 

page 14 for nail shear values. Load values shall not exceed published factored 

resistance. 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. 

LTW Twist strap 

pages 81-82 

Typical LSTA/MSTA I-Joist 

on Ridge Beam installation 

Typical LSTI open web 

truss installation 


Dimensions (in) Fastener Schedule 2,6 Factored Resistance 1,5 

Uplift 115% 



Steel 

Total Min 

Stock No. Ref. No. Gauge W L Qty 3 Qty 4 Type DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

KST116 ST2115 20 3/4 16-5/16 10 8 16d 995 4.43 940 4.18 

LSTA9 LSTA9 20 1-1/4 9 8 8 10d 1085 4.83 775 3.45 

LSTA12 LSTA12 20 1-1/4 12 10 10 10d 1355 6.03 970 4.31 

LSTA15 LSTA15 20 1-1/4 15 12 12 10d 1630 7.25 1165 5.18 

LSTA18 LSTA18 20 1-1/4 18 14 14 10d 1855 8.25 1360 6.05 

LSTA21 LSTA21 20 1-1/4 21 16 16 10d 1855 8.25 1555 6.92 

LSTA24 LSTA24 20 1-1/4 24 18 16 10d 1855 8.25 1555 6.92 

KST29 ST292 20 1-3/4 9-7/16 14 14 16d 1320 5.87 940 4.18 

KST213 ST2122 20 1-3/4 12-11/16 18 18 16d 2680 11.92 2110 9.39 

KST216 ST2215 20 1-3/4 15-15/16 22 18 16d 2680 11.92 2110 9.39 

LSTA30 LSTA30 18 1-1/4 30 22 22 10d 2460 10.94 2140 9.52 

LSTA36 LSTA36 18 1-1/4 36 26 22 10d 2460 10.94 1945 8.65 

MSTA9 MSTA9 18 1-1/4 9 8 8 10d 1085 4.83 775 3.45 

MSTA12 MSTA12 18 1-1/4 12 10 10 10d 1355 6.03 970 4.31 

MSTA15 MSTA15 18 1-1/4 15 12 12 10d 1630 7.25 1165 5.18 

MSTA18 MSTA18 18 1-1/4 18 14 14 10d 1900 8.45 1360 6.05 

MSTA21 MSTA21 18 1-1/4 21 16 16 10d 2170 9.65 1555 6.92 

MSTA24 MSTA24 18 1-1/4 24 18 18 10d 2445 10.88 1750 7.78 

LSTI49 LSTI49 18 3-3/4 49 32 32 10d x 1-1/2 4340 19.31 3090 13.75 

LSTI73 LSTI73 18 3-3/4 73 48 48 10d x 1-1/2 6515 28.98 4635 20.62 

ST9 ST9 16 1-1/4 9 8 8 16d 1325 5.89 1100 4.89 

ST12 ST12 16 1-1/4 11-5/8 10 10 16d 1655 7.36 1375 6.12 

ST18 ST18 16 1-1/4 17-3/4 14 14 16d 2095 9.32 1925 8.56 

ST22 ST22 16 1-1/4 21-5/8 18 18 16d 2095 9.32 2095 9.32 

MSTA30 MSTA30 16 1-1/4 30 22 22 10d 2985 13.28 2140 9.52 

MSTA36 MSTA36 16 1-1/4 36 26 26 10d 3100 13.79 2525 11.23 

MSTA48 MSTA49 16 1-1/4 48 32 26 10d 3070 13.66 2525 11.23 

KST218 ST6215 16 1-3/4 19-3/16 26 26 16d 2640 11.74 1875 8.34 

KST224 ST6224 16 1-3/4 22-7/16 30 30 16d 4440 19.75 3520 15.66 

HTP37-TZ HTP37Z 16 3 7 20 20 10d x 1-1/2 2330 10.36 2110 9.39 

MSTC28 

MSTC40 

MSTC52 

MSTC28 

MSTC40 

MSTC52 

16 

16 

16 

3 

3 

3 

28-1/4 

40-1/4 

52-1/4 

36 

52 

70 

36 

52 

60 

10d 

10d 

10d 

4380 

6570 

7795 

19.48 

29.23 

34.68 

3110 

4665 

6220 

13.83 

20.75 

27.67 

36 

52 

70 

34 

46 

52 

16d 

16d 

16d 

6295 

7795 

7795 

28.00 

34.68 

34.68 

4435 

6305 

7795 

19.73 

28.05 

34.68 



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. 

 

6) NAILS: 



78 


USP Steel Total Min 

3 

4 

KST234 ST6236 14 1-3/4 32-3/16 42 36 16d 5665 25.20 4225 18.79 

MSTC66 14 3 65-3/4 

88 72 10d 9945 44.24 8165 36.32

Strap Ties – HRS, HTP, KST, KSTI, LSTA, LSTI, MSTA, MSTC & ST series cont. 



Steel 

Uplift 115% 


Gaug 

Total Min 

Stock No. Ref. No. e W L Qty 3 Qty 4 Type DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

KST234 ST6236 14 1-3/4 32-3/16 42 36 16d 5665 25.20 4225 18.79 

MSTC66 MSTC66 14 3 65-3/4 

88 72 10d 9945 44.24 8165 36.32 

88 62 16d 9945 44.24 9945 44.24 

MSTC78 MSTC78 14 3 77-3/4 

104 76 10d 9945 44.24 8550 38.03 

104 66 16d 9945 44.24 9945 44.24 

HRS6 HRS6 12 1-3/8 6 6 6 10d 815 3.63 580 2.58 

HRS8 HRS8 12 1-3/8 8 10 10 10d 1355 6.03 970 4.31 

HRS12 HRS12 12 1-3/8 12 14 14 10d 1900 8.45 1355 6.03 


KST227 

KST237 

MST27, 

S/MST27 

MST37, 

S/MST37 

12 2-1/16 27 34 26 16d 4290 19.08 3050 13.57 

12 2-1/16 37-1/2 48 38 16d 6270 27.89 4455 19.82 

KST248 

MST48, 

S/MST48 

12 2-1/16 48 62 50 16d 8110 36.08 5865 26.09 

KSTI226 MSTI26 12 2-1/16 26 26 26 10d x 1-1/2 2985 13.28 2125 9.45 

KSTI236 MSTI36 12 2-1/16 36 36 36 10d x 1-1/2 4340 19.31 3090 13.75 

KSTI248 MSTI48 12 2-1/16 48 48 48 10d x 1-1/2 5970 26.56 4250 18.91 

KSTI260 MSTI60 12 2-1/16 60 60 60 10d x 1-1/2 7600 33.81 5410 24.07 

KSTI272 MSTI72 12 2-1/16 72 72 60 10d x 1-1/2 8110 36.08 6570 29.23 

HRS416-TZ HRS416Z 12 3-1/4 16 16 16 WS15-GC 4057 18.05 3329 14.81 

KST260 

MST60, 

S/MST60 

10 2-1/16 60 72 64 16d 10560 46.98 7505 33.39 

KST272 

MST72, 

S/MST72 

10 2-1/16 72 72 64 16d 10605 47.18 8445 37.57 



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. 

 

6) NAILS: 


Clear Span Chart 


Stock No. 

MSTC28 MSTC28 

MSTC40 

MSTC52 

MSTC66 MSTC66 

MSTC78 MSTC78 

KST237 

KST248 

KST260 

KST272 


Clear 

Uplift (115%) 

Ref. No. Span Qty Type DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

MSTC40 

MSTC52 

 

S/MST37 

 

S/MST48 

 

S/MST60 

 

S/MST72 

KSTI236 MSTI36 




Fasteners Total 2,3 

18 12 10d 1630 7.30 1155 5.10 

16 16 10d 2170 9.70 1540 6.90 

18 28 10d 3800 16.90 2700 12.00 

16 32 10d 4345 19.30 3085 13.70 

18 44 10d 5970 26.60 4240 18.90 

16 48 10d 6515 29.00 4625 20.60 

18 62 10d 8415 37.40 5975 26.60 

16 64 10d 8685 38.60 6165 27.40 

18 64 10d 8685 38.60 6165 27.40 

16 66 10d 8960 39.90 6360 28.30 

18 20 16d 3295 14.70 2340 10.40 

16 22 16d 3625 16.10 2575 11.50 

18 32 16d 5275 23.50 3745 16.70 

16 34 16d 5605 24.90 3980 17.70 

18 46 16d 7580 33.70 5380 23.90 

16 48 16d 7910 35.20 5615 25.00 

18 46 16d 7580 33.70 5380 23.90 

16 48 16d 7910 35.20 5615 25.00 

18 14 10d x 1-1/2 1900 8.50 1355 6.00 

16 16 10d x 1-1/2 2170 9.70 1550 6.90 

18 26 10d x 1-1/2 3530 15.70 2520 11.20 

16 28 10d x 1-1/2 3800 16.90 2715 12.10 

18 38 10d x 1-1/2 5155 22.90 3685 16.40 

16 40 10d x 1-1/2 3585 15.90 3585 15.90 

18 50 10d x 1-1/2 6520 29.00 4845 21.60 

16 52 10d x 1-1/2 6520 29.00 5040 22.40 

1) Factored resistances have been increased 15% for short-term 

loads such as wind and earthquake; no further increase allowed. 


3) NAILS: 

 

Optional nails 

(wood shrinkage may 

occur and cause strap 

to buckle outward) 

1˝ Min. 

End length 

Clear 

span 

End length 

Typical KST237 

floor-to-floor installation 




Strap Ties – KRPS series 

Designed for notched plates where plumbing, heating, or 

other pipes are placed in partitions. 

. 



Options: KRPS22 and KRPS28 are is available in 

Triple Zinc. To order, add TZ to stock 

number, as in KRPS22-TZ. 




Stock No. 

Dimensions (in) Fastener Schedule 2,4 Factored Resistance (115%) 1,3 

Steel 

Notch 

DF-L 

S-P-F 

Ref. No. Gauge W L Width Qty Type Lbs kN Lbs kN 

KRPS18 RPS18 16 1-1/2 18-5/16 12 16d 1375 6.12 1185 5.27 

KRPS22 RPS22 16 1-1/2 22-5/16 < 16 16d 1785 7.94 1535 6.83 

KRPS28 RPS28 16 1-1/2 28-5/16 < 16 16d 1785 7.94 1535 6.83 



 

4) NAILS: 


Typical KRPS installation 

KRPS18 & KRPS22 5 1 /2˝ 

KRPS28 12˝ 

end of notch distance 

L 

1 1 /2˝ 

KRPS 


Pre-Bent Strap – MSTCB series 

The MSTCB Pre-Bent Strap is designed to 

fasten vertical studs to a beam or ridge beam 

member below where the beam depth will not 

allow complete fastener attachments with a 

standard product. 






NEW 

SIZE 

Stud 

Fastening 

Minimum 

(2) 2x or 4x 

Minimum 

Length 22˝ 

W 

L 


3˝ Minimum 

Bearing Area 

Sideview 

Typical MSTC66B3 

installation 

No Nails 

Required 

Face Nailing 

Dimensions (in) Minimum 



Beam 

Beam 

Stud/Post 3,5,6 

Tension 

Dimensions 

(in) Face Bottom 

DF-L S-P-F 


Steel 

Lbs. kN Lbs. kN 

Stock No. Ref. No. Gauge W L B W D Qty Type Qty Type Qty Type 115% 115% 115% 115% 

MSTC48B3 MSTC48B3 14 3 44-7/8 2-7/8 3 9-1/4 12 10d 4 10d 24 10d 7185 32.0 5100 22.69 

MSTC66B3 MSTC66B3 14 3 62-7/8 2-7/8 3 11-1/4 14 10d 4 10d 24 10d 7185 32.0 5100 22.69 



3) Minimum strap length on stud/post for quantity of nails is 19" for MSTC48B3 and 22" for MSTC66B3. 

4) The 3" wide beam may be double for 2x members. 

5) Fewer fasteners in the stud/post than listed will reduce the capacity of the connection. 

6) Nails in the stud/post to be installed symmetrically in pairs starting a minimum of 1-1/2" from the end. 

7) NAILS: 


B 

MSTC66B3 

80 


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. 

KTS – 16 gauge, medium-capacity with angled twist. 

HTW – 14 gauge, heavy-capacity. 




Options: LFTA6, HTW20, MTW12, MTW16, MTW20, 

and MTW30 are available 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. 



evaluators. 



• Consult I-Joist manufacturer for web stiffener 

requirements, and uplift limitations on joist and application. 

Typical LFTA6 stud-to-top 


6 1 /2˝ 

8 3 /8˝ 

19 1 /8˝ 

LFTA6 

2 1 /4˝ 

Typical LFTA6 truss-to-top 


Uplift 

F 1 

Place strap so all 

nail holes align 

with rim joist 

Typical LFTA6 stud-to-rim 

joist installation 

Typical LTW12 / MTW12 

Truss-to-top plate 

installation 

Uplift 

Equal number of specified 

fasteners at each end 

Typical LTW12 / MTW12 

Stud-to-rim joist 

installation 

L 1 

1˝ Typ. 

L 2 

1 1 /4˝ 

LTW12/MTW12 

L 

1 1 /4˝ 

1˝ 

Typ. 

LTW18/MTW18 

other models similar 





Twist Straps – HTW, KTS, LFTA6, LTW, & MTW series cont. 



Fastener Schedule 2,3,4,5,8 

Factored Uplift Resistance (115%) 1 


Steel 

DF-L 

S-P-F 

Stock No. 6 Ref. No. Gauge W L L1 L2 Qty Type Lbs kN Lbs kN 

LTW12 

LTW16 

LTW18 

LTW20 

LTS12 

LTS16 

LTS18 

LTS20 

18 

18 

18 

18 

1-1/4 

1-1/4 

1-1/4 

1-1/4 

12 

16 

18 

20 

4-1/2 

6-1/2 

7-1/2 

8-1/2 

4-1/2 

6-1/2 

7-1/2 

8-1/2 

12 

12 

12 

12 

10d x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

1465 

1465 

1465 

1465 

6.52 

6.52 

6.52 

6.52 

1040 

1040 

1040 

1040 

4.63 

4.63 

4.63 

4.63 

12 

12 

12 

12 

10d 

10d 

10d 

10d 

1465 

1465 

1465 

1465 

6.52 

6.52 

6.52 

6.52 

1040 

1040 

1040 

1040 

4.63 

4.63 

4.63 

4.63 

KTS9 TS9 16 1-1/4 9 -- -- -- -- 8 16d 915 4.07 785 3.49 

KTS12 TS12 16 1-1/4 11-1/2 -- -- -- -- 10 16d 1145 5.09 985 4.38 

MTW12 

MTW16 

MTS12 

MTS16 

16 

16 

1-1/4 

1-1/4 

12 

16 

4-1/2 

6-1/2 

4-1/2 

6-1/2 

14 

14 

10d x 1-1/2 

10d x 1-1/2 

2250 

2250 

10.01 

10.01 

1595 

1595 

7.10 

7.10 

14 

14 

10d 

10d 

2250 

2250 

10.01 

10.01 

1595 

1595 

7.10 

7.10 

KTS17 TS18 16 1-1/4 17-1/2 -- -- -- -- 14 16d 1370 6.09 1175 5.23 

MTW18 

LFTA6 7 

MTW20 

MTS18 

 

MTS20 

16 

16 

16 

1-1/4 

2-1/4 

1-1/4 

18 

19-1/8 

20 

7-1/2 

8-3/8 

8-1/2 

7-1/2 

6-1/2 

8-1/2 

14 

16 

14 

10d x 1-1/2 

8d 

10d x 1-1/2 

2250 

1265 

2250 

10.01 

5.63 

10.01 

1595 

1075 

1595 

7.10 

4.78 

7.10 

14 

16 

14 

10d 

8d x1-1/2 

10d 

2250 

1265 

2250 

10.01 

5.63 

10.01 

1595 

1075 

1595 

7.10 

4.78 

7.10 

KTS24 TS22 16 1-1/4 21-3/4 -- -- -- -- 18 16d 1580 7.03 1580 7.03 

MTW24C 

MTW28C 

MTW30 

MTW30C 

HTW16 

HTW20 

HTW24 

HTW28 

HTW30 

HTW30C 

MTS24C 

-- -- 

MTS30 

MTS30C 

HTS16 

HTS20 

HTS24 

HTS28 

HTS30 

HTS30C 

16 

16 

16 

16 

14 

14 

14 

14 

14 

14 

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 

24 

28 

30 

30 

16 

20 

24 

28 

30 

30 

10-7/16 

12-7/16 

8-5/16 

13-7/16 

5-1/8 

7-1/8 

9-1/8 

11-1/8 

7 

12-1/8 

10-7/16 

12-7/16 

18-9/16 

13-7/16 

5-1/8 

7-1/8 

9-1/8 

11-1/8 

17-1/4 

12-1/8 

14 

14 

14 

14 

16 

24 

24 

24 

24 

24 

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 x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

2250 

2250 

2250 

2250 

2340 

2880 

2880 

2880 

2880 

2880 

10.01 

10.01 

10.01 

10.01 

10.41 

12.81 

12.81 

12.81 

12.81 

12.81 

1595 

1595 

1595 

1595 

1660 

2045 

2045 

2045 

2045 

2045 

7.10 

7.10 

7.10 

7.10 

7.38 

9.10 

9.10 

9.10 

9.10 

9.10 

14 

14 

14 

14 

16 

20 

20 

20 

20 

20 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

2250 

2250 

2250 

2250 

2340 

2880 

2880 

2880 

2880 

2880 

10.01 

10.01 

10.01 

10.01 

10.41 

12.81 

12.81 

12.81 

12.81 

12.81 

1595 

1595 

1595 

1595 

1660 

2045 

2045 

2045 

2045 

2045 

7.10 

7.10 

7.10 

7.10 

7.38 

9.10 

9.10 

9.10 

9.10 

9.10 



3) 16d sinker nails may be substituted for 10d common nails with no reduction in load. 

 

5) Fasteners shall be distributed equally on each end of the connection. 

6) C after the model number designates center twist as in MTW30C. 

 

closest to the bend line. Lateral F1 and F2 load directions do not apply to roof truss-to-top plate installations. 

8) NAILS: 

 


L 1 

Typical MTW20 

I-Joist Rafter 

installation 

Typical MTW30 

installation 

L 1 


L 

L 2 

L 2 

1 1 /4˝ 

1 1 /4˝ 

KTS 

MTW30C 

MTW30/ 

HTW30 

82 


Permanent Wood Foundation Strap – PWFS24 

Connects permanent wood foundation studs to rim joist to resist lateral 

loads produced from ground pressure. The high load values and positive 

placement nail gun installation make the PWFS24 practical for 

manufactured homes as well as site built homes. 



Load direction 




• Centre strap on top plate over the stud. 

• Attach centre nail and bend inside end of strap downward. 

• Install nails on inside of wall. 

• Install floor system or place manufactured home on foundation. 

Typical PWFS24 

• Form outside end of strap up the outside of rim and install nails. 

installation 



Steel 

DF-L 

S-P-F 

Stock No. Ref. No. Gauge W L Qty Type Lbs kN Lbs kN 

PWFS24 PWF24 20 1-1/2 24 9 8d 1115 4.96 930 4.14 


2 For installations where the strap does not fall behind joist, the designer shall be responsible to 

determine suitability of rim to resist the load. 

3) NAILS: 


1 1 /2˝ 

24˝ 

PWFS24 




Masonry Strap Ties – MSTAM & MSTCM series 

The MSTAM and MSTCM Strap Ties are designed to connect a 

wood structure above to a masonry wall below. 



Options: MSTAM24 and MSTAM36 are available in Triple 

Zinc. To order, add TZ to the stock number, as in 

MSTAM36-TZ. 

NEW 

SIZE 



12 1/2˝ 12 1/2˝ 

minimum minimum 

3˝ minimum 3˝ minimum 

3˝ minimum 3˝ minimum 

14˝ 14˝ 

minimum minimum 

1 1/ 2˝ 

3˝ 

L 

5/8˝ 

3˝ 

L 


Typical MSTCM40 

installation 

Typical MSTAM36 

installation 

W 

MSTCM40 

W 

MSTAM36 





CMU 3 Concrete 3 Nails 2 

Uplift (115%) 


Steel 

DF-L 

S-P-F 

Stock No. Ref. No. Gauge W L Qty Type Qty Type Qty Type Lbs kN Lbs kN 

MSTAM24 MSTAM24 18 1-1/4 24 5 5 9 10d 2315 10.30 2315 10.30 

MSTAM36 MSTAM36 16 1-1/4 36 8 8 10 10d 2920 12.99 2820 12.54 

16 3 40-1/4 14 14 

24 10d 

22 16d 

6905 30.72 4905 21.82 

MSTCM60 16 3 60 14 14 

24 10d 

22 16d 

6905 30.72 4905 21.82 

 

 

 

red font. 

Clear Span Chart 


Stock No. 

 

 

MSTCM60 

Fastener Schedule Factored Resistance 3 

CMU 1 Concrete 1 Nails 2 Uplift (115%) 

Clear 

DF-L S-P-F 

Span Qty Type Qty Type Qty Type Lbs kN Lbs kN 

16 5 5 8 10d 1825 8.12 1445 6.43 

18 5 5 7 10d 1825 8.12 1445 6.43 

16 14 14 14 16d 4700 20.91 4380 19.48 

18 14 14 14 16d 4700 20.91 4380 19.48 

16 14 14 22 16d 6905 30.72 4905 21.82 

18 14 14 22 16d 6905 30.72 4905 21.82 

 

 

 

 

red font. 

84 


Masonry Twist Straps – HTWM series 

The HTWM Twist Straps are designed for truss to concrete or 

masonry connections. Offer uplift resistance with variable heel 

height and positioning applications. 





evaluators. 


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 3/16˝ 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 factored resistance. 


Typical HTWM 

installation 

W 

L 1 

L 

L 1 

W 

HTWM 

CMU 2 Concrete 2 




Truss/Rafter 2,3 

Uplift (115%) 


Steel 

Nail 

DF-L 

S-P-F 

Stock No. Ref. No. Gauge W L L1 Qty Wedge Bolts Qty Wedge Bolts Qty Type Lbs kN Lbs kN 

HTWM16 HTSM16, MTSM16 14 1-1/4 16 5-3/4 4 4 8 6.76 1335 5.94 

14 1-1/4 7-3/4 4 4 8 6.76 1335 5.94 


 

3) NAILS: 




Hangers 

Hanger Selector Guide . . . . . . . . . . Page 87 

Face Mount Joist Hangers . . Pages 88-96 

• ST Series 

Light-capacity 22 gauge joist hanger. 

• DT Series 


• JL Series 


• JLIF Series 

Inverted flange 18 gauge joist hanger. 

• SUH Series 

Medium-capacity 16 gauge joist hanger. 

• JUS Series 

Medium-capacity 18 gauge joist hanger with slant nailing. 

• MUS Series 

Medium-capacity 18 gauge joist hanger with slant nailing. 

• HUS Series 

Heavy-capacity 14 or 16 gauge joist hanger with slant nailing. 

• HD Series 

Heavy-capacity 14 gauge joist hanger. 

• HDQIF Series 

Inverted flange 14 gauge joist hanger. 

ST 

SUH 

HD 

DT 

JUS 

HDQIF 

JL 

MUS 

JLIF 

HUS 


Top Mount Hangers . . . . . . . Pages 97-102 

• KLB Series 

Light-capacity 14 gauge top mount hanger with uplift capacity. 

• KB Series 

Medium-capacity 12 gauge top mount hanger with uplift capacity. 

• HDO Series 

Medium-capacity 12 gauge top mount hanger with uplift capacity. 

• SW Series 

Light-capacity welded hanger with primer finish. 

• SWH Series 

Medium-capacity welded hanger with primer finish. 

• KHW Series 

Heavy-capacity welded hanger with primer finish. 

• HL Series 

Light-capacity 18 gauge 2x top mount hanger. 

• JH Series 

Medium-capacity strap style hanger. 

KLB 

SWH 

KB 

KHW 

HDO 

HL 

SW 

JH 

Slope & Skew Hangers . . . . Pages 103-105 

• LSSH Series 

Field adjustable slope and skew hanger. 

• SKH Series 

Light-capacity 45° skewed hanger. 

• SKHH Series 

Medium-capacity 45° skewed hanger. 

• LS Series 

Light-capacity hanger for slopes from 0° up to 30° down. 

LSSH 

SKH 

SKHH 

LS 

Hangers 

86 

Masonry Hangers . . . . . . . Pages 106-109 

• HWUH Series 

Heavy-capacity top flange masonry hanger. 

• MPH Series 

Top flange masonry hanger. 

• UMH Series 

Face mount masonry hanger. 

HWUH MPH UMH 



Hangers 

Panel & Purlin Hangers . . Pages 110-112 

• FHD26 

Medium-capacity purlin saddle hanger. 

• JPF Series 

Medium-capacity purlin hanger with double shear nailing. 

• JDS Series 

Medium-capacity purlin saddle hanger. 

• DTUS & TUS Series 

Medium-capacity 16 gauge joist hanger. 

FHD26 

JPF 

JDS 


Hanger Selector Guide 

Style 

Supported / Joist Member 

Supporting / Header Member 

DTUS 

100% Factored Resistance (Lbs.) Range 

Header Material 

TUS 

Hanger 

Type 

Face 

Mount 

Top 

Mount 

Slope 

and 

Skew 

Panel and 

Purlin 

Masonry 

Face Mount 

Top Mount 

Sloped / Skewed 

Formed 

Welded 

Dimensional Wood 


Series 

Steel 

Gauge 

ST 22 670 - 1,520 670 - 1,520 -- -- -- -- 

DT 22 1,380 - 1,640 1,380 - 1,640 -- -- -- -- 

JL 20 970 - 3,070 689 - 2,180 -- -- -- -- 

JUS 18 1,580 - 5,170 1,122 - 3,671 -- -- -- -- 

MUS 18 3,245 - 4,400 2,305 - 3,125 -- -- -- -- 

JLIF 18 670 - 1,835 475 - 1,305 -- -- -- -- 

SUH 16 1,390 - 5,730 985 - 4,070 -- -- -- -- 

HUS 

16 5,480 - 9,025 3,891 - 6,408 -- -- -- -- 

14 2,130 - 6,345 1,512 - 4,505 -- -- -- -- 

HD 14 1,535 - 7,315 1,090 - 5,194 -- -- -- -- 

HDQIF 14 5,315 - 8,460 3,775 - 6,005 -- -- -- -- 

KLB 14 2,235 1,585 -- -- -- -- 

KB 12 4,165 - 5,075 2,960 - 3,605 -- -- -- -- 

HDO 12 3,125 - 7,885 2,625 - 6,625 -- -- -- -- 

SW 12 3,335 - 3,630 2,265 - 2,470 -- -- -- -- 

SWH 

7 - Top Flange 

12 - Stirrup 

4,760 3,235 -- -- -- -- 

KHW 

3 - Top Flange 

10 - Stirrup 

7,625 - 7,680 5,185 - 5,225 -- -- -- -- 

HL 18 1,830 - 2,290 1,245 -1,925 -- -- -- -- 

JH 18 3,565 - 4,750 2,745 - 3,375 -- -- -- -- 

LS 18 1,370 - 1,765 1,180 - 1,520 -- -- -- -- 

LSSH 

18 1,340 - 2,775 950 - 1,970 -- -- -- -- 

16 2,985 - 5,230 2,120 - 3,715 -- -- -- -- 

SKH 

16 825 - 5,065 585 - 3,595 -- -- -- -- 

14 2,575 - 7,405 1,830 - 5,260 -- -- -- -- 

SKHH 14 2,175 - 5,240 1,880 - 4,530 -- -- -- -- 

JDS 18 785 - 2,735 560 - 1,940 -- -- -- -- 

FHD 18 1,575 1,120 -- -- -- -- 

JPF 20 1,755 - 1,995 1,245 - 1,420 

DTUS 20 980 695 -- -- -- -- 

TUS 20 980 695 -- -- -- -- 

HWUH 

1/4"- Top Flange, 

7 - Stirrup 

-- -- -- -- 5,010 - 8,625 3,555 - 6,125 

MPH 12 -- -- -- -- 3,745 - 6,165 3,220 - 5,300 

UMH 1 1/4" -- -- -- -- 11,875 8,430 

1) UMH factored resistance values are based upon 2,500 psi. 

 

red font. 

EWP 

Truss 

Glulam 


EWP 

Truss 

Glulam 

Masonry 



DF-L 

SPF 

DF-L Masonry 

SPF Masonry 

Hangers

Standard Joist Hangers – DT, JL, JLIF, ST & SUH series 

USP offers a wide variety of light-gauge face mount joist hangers to 

accommodate application and installation preferences. 

ST series – 22 gauge, 2x joist hangers. 

DT series – 22 gauge, (2) 2x joist hangers. 

JL series – 20 gauge, 2x joist hangers. 

JLIF series – 18 gauge, 2x joist hangers. 

SUH series – 16 gauge steel construction for more demanding 

applications and light truss support. 


Finish: G90 galvanizing; JLIF – G-185 galvanizing 

Options: JL26IF and JL210IF are available in Stainless Steel. 

To order, add SS to stock number, as in JL26IF-SS. 

See SUH Specialty Options Chart. 





Typical JL26 

installation 

JL26 

Typical SUH26-2 

installation 

W 

SUH26-2 

A 

D 

H 


SUH Specialty Options Chart – refer to Specialty 

Options pages 210 to 211 for additional details. 

Typical ST 

installation 

Typical DT 

installation 

A 

Option 4 Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 

Range 

Factored 

Resistance 

Ordering 

 

when width is 

 

 

100% of table value. 

 

on skews greater 

 

Add SK angle required, 

and right (R) or left (L), 

to product number. 

Ex. SUH210-SK45R 

 

100% of table value 

Add SL, slope required, 

and up (U) or down (D), 


Ex. SUH210-SL30D 

See Sloped Seat and Skewed 


 


 

See Sloped Seat and Skewed. 

Ex. SUH210-SK45RSL30D 

ST 

W 

DT 

D 

H 

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 values. 

Typical JLIF 

installation 

Hangers 

88 


JLIF

Slant Nail Joist Hangers – HUS, JUS, & MUS series 

The HUS, JUS, & MUS hanger series offers double shear nailing. USP’s dimple allows for 

30° to 45° nailing through the joist into the header resulting in higher loads and less 

nailing. Slant nailing also eliminates the need for shorter joist nails in 2x applications. 



Finish: G90 galvanizing; JUS24-GC, JUS26-GC, JUS28-GC, JUS210-GC, 

JUS26-2GC & JUS210-2GC – Gold Coat 

Options: HUS26, HUS28, HUS210, HUS28-2IF, HUS210-2IF, JUS24, JUS26, 

JUS24-2, JUS26-2, JUS28, JUS28-2, JUS210, JUS36, JUS210-2, 

JUS44, JUS46, JUS48, JUS410, JUS28-3 and JUS210-3 are available 

in Triple Zinc. To order, add TZ to stock number, as in JUS24-TZ. 

HUS212-2, JUS24, JUS26, JUS26-2, JUS28, JUS28-2, JUS210, 

JUS210-2, and JUS210-3 are available in Stainless Steel. To order, add 

SS to stock number, as in JUS26-SS. 

See HUS Specialty Options Chart. 





• Joist nails must be driven at a 30° to 45° angle through the joist or truss into the 

header to achieve listed loads. Standard length “double shear” nails must be used to 

achieve listed load values. 

• JUS & MUS 16d sinkers (9 gauge x 31⁄4˝) may be used where 10d commons are 

specified with no load reduction. 

Dimple 

allows 30º 

to 45˚ 

nailing 

Typical JUS46 

installation 

W 

JUS28 

A 

D 

H 

Double shear nail design 

features fewer nails and 

faster installation 

Uses standard 

length nails 

MUS 

HUS Specialty Options Chart – 

refer to Specialty Options pages 

210 to 211 for additional details. 

Option 

Range 

Factored 

Resistance 

Ordering 

Inverted Flange 

Not available in 

 

 

65% of table value when 

nailing into the support 

 

Add IF 

 

 

Typical HUS410IF 

inverted flange installation 

Typical HUS46 

installation 

HUS28-2 

Hangers 



Heavy-Duty Face Mount Hangers – HD series 

HD hangers are heavy-duty face mount hangers that can be 

used to support headers, joists, and trusses. 



Options: HD28-2IF, HD210-2IF, HD210-3IF, HD44IF, 

HD46, HD46IF, HD48, HD48IF, HD410, 

HD410IF, HD412, HD412IF, HD68, HD68IF, 

HD610, HD610IF, HD612 & HD612IF are 

available in Triple Zinc. To order, add TZ to 

stock number, as in HD28-2IFTZ. 

HD210-2IF is available in Stainless Steel. To 

order, add SS to stock number, 

as in HD210-2IFSS. 

All nominal lumber sizes are available 

rough/full size lumber. See Specialty Options 

Chart. 



evaluators. 



• Some HD models feature nail holes along bend line that must 

be filled to achieve factored resistance. Verify proper 

header width to accomplish this for inverted models. 

Typical HD610 

installation 

W 

Bend line 

nailing 

HD610 

A 

D 

H 

Typical HD210-2 

installation 

Drive bend line nails 

into header at 45° 

to achieve listed loads. 


Specialty Options Chart – refer to Specialty Options 

pages 210 to 211 for additional details. 

Option 4 Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Inverted Flange 

Range 

Factored 

Resistance 

Ordering 

 

when width is 

 

 


75% of uplift value 


 

Add SK, angle required, 



Ex. HD410-SK45R 

 





Ex. HD410-SL30D 

See Sloped Seat and 

Skewed 


75% of uplift value 


 


Skewed. 

Ex. HD410-SK45RSL30D 


 




members end grain. 

Add IF 


Ex. HD410IF 



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. 

Inverted Flange Hangers – HDQIF series 

HDQIF inverted flange hangers install with wood screws eliminating 

the need to drill bolt holes simplifying installation. 

Typical HD210-2IF 

inverted flange 

installation 

Typical HD3212 

glulam installation 

W 

A 

HD51135 

D 

H 

Hangers 



Options: HDQ612IF is available in Stainless Steel. To order, 

add SS to stock number, as in HDQ612IF-SS. 



H 

90 



• WS15 and WS3 Wood Screws are supplied with HDQIF hangers. 


W 

HDQIF 

3˝ 

Up to 

3/4˝ gap 

Typical HDQIF 

installation

Face Mount Hanger Charts 


Dimensions (in) Fastener Schedule 2,3,4 Factored Resistance 

Header Joist DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 


Steel 

Vertical Uplift 1 Vertical Uplift 1 Vertical Uplift 1 Vertical Uplift 1 

Joist Size Stock No. Ref. No. Gauge W H D A Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

2 x 4 

2 x 6 

2 x 8 

2 x 10 

2 x 12 

JL24 LU24, LU24L 20 1-9/16 3 1-1/2 15/16 4 10d 2 10d x 1-1/2 970 460 4.31 2.05 689 327 3.06 1.45 

ST24 -- -- 22 1-9/16 3-1/4 1-7/8 1-1/4 4 10d x 1-1/2 3 8d x 1-1/2 670 370 2.98 1.65 670 370 2.98 1.65 

JL24IF-TZ -- -- 18 1-9/16 3-1/8 1-1/2 -- -- 4 10d HDG 2 10d x 1-1/2 HDG 670 380 2.98 1.69 475 270 2.11 1.20 

JUS24 LUS24 18 1-9/16 3-1/8 1-3/4 1 4 10d 2 10d 1595 960 7.10 4.27 1132 682 5.04 3.03 

JUS24-GC -- -- 18 1-9/16 3-1/8 1-3/4 1 4 N10C-GC 2 N10C-GC 1595 960 7.10 4.27 1132 682 5.04 3.03 

SUH24 U24 16 1-9/16 3-1/4 2 1-3/16 4 10d 2 10d x 1-1/2 1390 795 6.18 3.54 985 565 4.38 2.51 

HD26 HU26 14 1-9/16 3-1/2 2 1-1/8 4 16d 2 10d x 1 1/2 1975 545 8.79 2.42 1402 387 6.24 1.72 

JL26 LU26, LU26L 20 1-9/16 4-3/4 1-1/2 15/16 6 10d 4 10d x 1-1/2 1430 915 6.36 4.07 1015 650 4.52 2.89 

ST26 -- -- 22 1-9/16 5 1-7/8 1-1/4 6 10d x 1-1/2 5 8d x 1-1/2 1000 620 4.45 2.76 1000 620 4.45 2.76 

JL26IF-TZ LUC26Z 18 1-9/16 4-1/2 1-1/2 -- -- 6 10d HDG 4 10d x 1-1/2 HDG 1000 755 4.45 3.36 710 535 3.16 2.38 

JUS26 LUS26 18 1-9/16 4-13/16 1-3/4 1 4 10d 4 10d 2855 2100 12.70 9.34 2027 1491 9.02 6.63 


MUS26 MUS26 18 1-9/16 5-1/16 2 1 6 10d 6 10d 3245 1625 14.44 7.23 2305 1155 10.25 5.14 

SUH26 U26 16 1-9/16 5-1/8 2 1-3/16 6 10d 4 10d x 1-1/2 2345 1505 10.43 6.69 1665 1070 7.41 4.76 

HUS26 HUS26 16 1-5/8 5-7/16 3 2 14 16d 6 16d 5480 3625 24.38 16.13 3891 2574 17.31 11.45 

HD26 HU26 14 1-9/16 3-1/2 2 1-1/8 4 16d 2 10d x 1 1/2 1975 545 8.79 2.42 1402 387 6.24 1.72 

HD28 HU28 14 1-9/16 5-1/4 2 1-1/8 8 16d 4 10d x 1 1/2 2720 1555 12.10 6.92 1931 1104 8.59 4.91 

JL26 LU26, LU26L 20 1-9/16 4-3/4 1-1/2 15/16 6 10d 4 10d x 1-1/2 1430 915 6.36 4.07 1015 650 4.52 2.89 

JL28 LU28 20 1-9/16 6-3/8 1-1/2 15/16 10 10d 6 10d x 1-1/2 2120 1665 9.43 7.41 1505 1182 6.69 5.26 

ST26 -- -- 22 1-9/16 5 1-7/8 1-1/4 6 10d x 1-1/2 5 8d x 1-1/2 1000 620 4.45 2.76 1000 620 4.45 2.76 

ST28 -- -- 22 1-9/16 6-3/4 1-7/8 1-1/4 8 10d x 1-1/2 7 8d x 1-1/2 1340 870 5.96 3.87 1340 870 5.96 3.87 



JUS26 LUS26 18 1-9/16 4-13/16 1-3/4 1 4 10d 4 10d 2855 2100 12.70 9.34 2027 1491 9.02 6.63 


JUS28 LUS28 18 1-9/16 6-5/8 1-3/4 1 6 10d 4 10d 2855 2100 12.70 9.34 2027 1491 9.02 6.63 


MUS26 MUS26 18 1-9/16 5-1/16 2 1 6 10d 6 10d 3245 1625 14.44 7.23 2305 1155 10.25 5.14 

MUS28 MUS28 18 1-9/16 7-1/16 2 1 8 10d 8 10d 4400 2315 19.57 10.30 3125 1645 13.90 7.32 

SUH26 U26 16 1-9/16 5-1/8 2 1-3/16 6 10d 4 10d x 1 1/2 2345 1505 10.43 6.69 1665 1070 7.41 4.76 

SUH28 -- -- 16 1-9/16 6-5/8 2 1-3/16 8 10d 6 10d x 1 1/2 2345 1505 10.43 6.69 1665 1070 7.41 4.76 

HUS26 HUS26 16 1-5/8 5-7/16 3 2 14 16d 6 16d 5480 3625 24.38 16.13 3891 2574 17.31 11.45 

HUS28 HUS28 16 1-5/8 7-3/16 3 2 22 16d 8 16d 7115 4840 31.65 21.53 5052 3436 22.47 15.28 

HD28 HU28 14 1-9/16 5-1/4 2 1-1/8 8 16d 4 10d x 1 1/2 2720 1555 12.10 6.92 1931 1104 8.59 4.91 

HD210 HU210 14 1-9/16 7-3/16 2 1-1/8 12 16d 4 10d x 1 1/2 3820 1555 16.99 6.92 2712 1104 12.06 4.91 

JL28 LU28 20 1-9/16 6-3/8 1-1/2 15/16 10 10d 6 10d x 1-1/2 2120 1665 9.43 7.41 1505 1182 6.69 5.26 

JL210 LU210 20 1-9/16 8-1/4 1-1/2 15/16 14 10d 8 10d x 1-1/2 3070 2065 13.66 9.19 2180 1466 9.70 6.52 

ST28 -- -- 22 1-9/16 6-3/4 1-7/8 1-1/4 8 10d x 1-1/2 7 10d x 1-1/2 1340 870 5.96 3.87 1340 870 5.96 3.87 

ST210 -- -- 22 1-9/16 8 1-7/8 1-1/4 10 10d x 1-1/2 8 10d x 1-1/2 1520 990 6.76 4.40 1520 990 6.76 4.40 



JUS28 LUS28 18 1-9/16 6-5/8 1-3/4 1 6 10d 4 10d 2855 2100 12.70 9.34 2027 1491 9.02 6.63 


JUS210 LUS210 18 1-9/16 7-3/4 1-3/4 1 8 10d 4 10d 2855 2100 12.70 9.34 2027 1491 9.02 6.63 


MUS28 MUS28 18 1-9/16 7-1/16 2 1 8 10d 8 10d 4400 2315 19.57 10.30 3125 1645 13.90 7.32 

SUH28 -- -- 16 1-9/16 6-5/8 2 1-3/16 8 10d 6 10d x 1-1/2 2345 1505 10.43 6.69 1665 1070 7.41 4.76 

SUH210 U210 16 1-9/16 8 2 1-3/16 10 10d 6 10d x 1-1/2 4080 2505 18.15 11.14 2895 1780 12.88 7.92 

HUS28 HUS28 16 1-5/8 7-3/16 3 2 22 16d 8 16d 7115 4840 31.65 21.53 5052 3436 22.47 15.28 

HUS210 HUS210 16 1-5/8 9-3/16 3 2 30 16d 10 16d 9025 6035 40.15 26.85 6408 4285 28.51 19.06 

HD210 HU210 14 1-9/16 7-3/16 2 1-1/8 12 16d 4 10d x 1 1/2 3820 1555 16.99 6.92 2712 1104 12.06 4.91 

JL210 LU210, LU210L 20 1-9/16 8-1/4 1-1/2 15/16 14 10d 8 10d x 1-1/2 3070 2065 13.66 9.19 2180 1466 9.70 6.52 

ST210 -- -- 22 1-9/16 8 1-7/8 1-1/4 10 10d x 1-1/2 8 8d x 1-1/2 1520 990 6.76 4.40 1520 990 6.76 4.40 


JUS210 LUS210 18 1-9/16 7-3/4 1-3/4 1 8 10d 4 10d 2855 2100 12.70 9.34 2027 1491 9.02 6.63 


SUH210 U210 16 1-9/16 8 2 1-3/16 10 10d 6 10d x 1-1/2 4080 2505 18.15 11.14 2895 1780 12.88 7.92 

HUS210 HUS210 16 1-5/8 9-3/16 3 2 30 16d 10 16d 9025 6035 40.15 26.85 6408 4285 28.51 19.06 

HD210 HU210 14 1-9/16 7-3/16 2 1-1/8 12 16d 4 10d x 1 1/2 3820 1555 16.99 6.92 2712 1104 12.06 4.91 

HD212 HU212 14 1-9/16 9-1/4 2 1-1/8 16 16d 6 10d x 1 1/2 4545 2005 20.22 8.92 3227 1424 14.35 6.33 

HD212IF HUC212 14 1-9/16 9-1/4 2 -- -- 16 16d 6 10d x 1 1/2 4545 2005 20.22 8.92 3227 1424 14.35 6.33 

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 


3) 16d sinkers may be used at 0.84 of the table load where 16d commons are specified. 

4) NAILS: 

red font. 

Hangers 




Face Mount Hanger Charts continued 

Hangers 

92 


Steel 



2 x 14 

2 x 16 

(2) 2 x 4 

(2) 2 x 6 

(2) 2 x 8 

(2) 2 x 10 

(2) 2 x 12 

Dimensions (in) Fastener Schedule 2,3,4 Factored Resistance 

Header Joist DF-L (Lbs) DF-L (kN) 

SUH214 U214 16 1-9/16 10 2 1-1/8 12 10d 8 10d x 1-1/2 4105 2505 18.26 11.14 2915 1780 12.97 7.92 

HD212 HU212 14 1-9/16 9-1/4 2 1-1/8 16 16d 6 10d x 1 1/2 4545 2005 20.22 8.92 3227 1424 14.35 6.33 

HD212IF HUC212 14 1-9/16 9-1/4 2 -- -- 16 16d 6 10d x 1 1/2 4545 2005 20.22 8.92 3227 1424 14.35 6.33 

HD214 HU214 14 1-9/16 11-1/2 2 1-1/8 20 16d 6 10d x 1-1/2 5915 2005 26.31 8.92 4200 1425 18.68 6.34 

SUH214 U214 16 1-9/16 10 2 1-1/8 12 10d 8 10d x 1-1/2 4105 2505 18.26 11.14 2915 1780 12.97 7.92 

HD212 HU212 14 1-9/16 9-1/4 2 1-1/8 16 16d 6 10d x 1 1/2 4545 2005 20.22 8.92 3227 1424 14.35 6.33 

HD212IF HUC212 14 1-9/16 9-1/4 2 -- -- 16 16d 6 10d x 1 1/2 4545 2005 20.22 8.92 3227 1424 14.35 6.33 

HD214 HU214 14 1-9/16 11-1/2 2 1-1/8 20 16d 6 10d x 1-1/2 5915 2005 26.31 8.92 4200 1425 18.68 6.34 

HD216 HU216 14 1-9/16 13-1/2 2 1-1/8 24 16d 8 10d x 1-1/2 5915 2005 26.31 8.92 4200 1425 18.68 6.34 

JUS24-2 LUS24-2 18 3-1/8 3-7/16 2 1 4 16d 2 16d 1580 610 7.03 2.71 1122 433 4.99 1.93 

SUH24-2 U24-2 16 3-1/8 3-1/8 2 1-1/8 6 10d 2 10d 1910 825 8.50 3.67 1355 585 6.03 2.60 

HD24-2 HU24-2 14 3-1/8 3-1/2 2-1/2 1-1/8 4 16d 2 10d 1535 535 6.83 2.38 1090 380 4.85 1.69 

HUS24-2 -- -- 14 3-1/8 3-7/16 2 1 4 16d 2 16d 2130 935 9.48 4.16 1512 664 6.73 2.95 

HUS24-2IF -- -- 14 3-1/8 3-7/16 2 1 4 16d 2 16d 2130 935 9.48 4.16 1512 664 6.73 2.95 

DT26 -- -- 22 3-1/16 5 2 1-1/4 8 16d x 2-1/2 5 8d x 1-1/2 1380 620 6.14 2.76 1380 620 6.14 2.76 

JUS26-2 LUS26-2 18 3-1/8 5-1/4 2 1 4 16d 4 16d 2000 2550 8.90 11.34 1420 1811 6.32 8.06 

JUS26-2GC -- -- 18 3-1/8 5-1/4 2 1 4 N16C-GC 4 N16C-GC 2000 2550 8.90 11.34 1420 1811 6.32 8.06 

SUH26-2 U26-2 16 3-1/8 5-1/16 2 1-1/8 8 10d 4 10d 3135 1665 13.95 7.41 2225 1180 9.90 5.25 

HD24-2 HU24-2 14 3-1/8 3-1/2 2-1/2 1-1/8 4 16d 2 10d 1535 535 6.83 2.38 1090 380 4.85 1.69 

HUS26-2 HUS26-2 14 3-1/8 5-1/4 2 1 4 16d 4 16d 2130 2095 9.48 9.32 1512 1487 6.73 6.61 

HUS26-2IF HUSC26-2 14 3-1/8 5-1/4 2 -- -- 4 16d 4 16d 2130 2095 9.48 9.32 1512 1487 6.73 6.61 

HD26-2 HU26-2 14 3-1/8 5-1/8 2-1/2 1-1/8 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

HD26-2IF HUC26-2 14 3-1/8 5-1/8 2-1/2 1-1/8 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

DT26 -- -- 22 3-1/16 5 2 1-1/4 8 16d x 2-1/2 5 8d x 1-1/2 1380 620 6.14 2.76 1380 620 6.14 2.76 

DT28 -- -- 22 3-1/16 6-3/4 2 1-1/4 10 16d x 2-1/2 7 8d x 1-1/2 1510 870 6.72 3.87 1510 870 6.72 3.87 

JUS26-2 LUS26-2 18 3-1/8 5-1/4 2 1 4 16d 4 16d 2000 2550 8.90 11.34 1420 1811 6.32 8.06 


JUS28-2 LUS28-2 18 3-1/8 7-1/8 2 1 6 16d 4 16d 3240 2550 14.41 11.34 2300 1811 10.23 8.06 

SUH26-2 U26-2 16 3-1/8 5-1/16 2 1-1/8 8 10d 4 10d 3135 1665 13.95 7.41 2225 1180 9.90 5.25 

SUH28-2 -- -- 16 3-1/8 6-1/4 2 1-1/8 10 10d 4 10d 3135 1665 13.95 7.41 2225 1180 9.90 5.25 

HUS26-2 HUS26-2 14 3-1/8 5-1/4 2 1 4 16d 4 16d 2130 2095 9.48 9.32 1512 1487 6.73 6.61 

HUS26-2IF HUSC26-2 14 3-1/8 5-1/4 2 -- -- 4 16d 4 16d 2130 2095 9.48 9.32 1512 1487 6.73 6.61 

HUS28-2 HUS28-2 14 3-1/8 7-1/8 2 1 6 16d 6 16d 3795 3405 16.88 15.15 2694 2418 11.98 10.76 

HUS28-2IF HUSC28-2 14 3-1/8 7-1/8 2 -- -- 6 16d 6 16d 3795 3405 16.88 15.15 2694 2418 11.98 10.76 

HD26-2 HU26-2 14 3-1/8 5-1/8 2-1/2 1-1/8 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

HD26-2IF HUC26-2 14 3-1/8 5-1/8 2-1/2 1-1/8 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

HD28-2 HU28-2 14 3-1/8 7-1/8 2-1/2 1-1/8 14 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

HD28-2IF HUC28-2 14 3-1/8 7-1/8 2-1/2 -- -- 14 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

DT28 -- -- 22 3-1/16 6-3/4 2 1-1/4 10 16d x 2-1/2 7 8d x 1-1/2 1510 870 6.72 3.87 1510 870 6.72 3.87 

DT210 -- -- 22 3-1/16 7-7/8 2 1-1/4 12 16d x 2-1/2 8 8d x 1-1/2 1640 990 7.30 4.40 1640 990 7.30 4.40 

JUS28-2 LUS28-2 18 3-1/8 7-1/8 2 1 6 16d 4 16d 3240 2550 14.41 11.34 2300 1811 10.23 8.06 

JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 8 16d 6 16d 5170 3735 23.00 16.61 3671 2652 16.33 11.80 


SUH28-2 -- -- 16 3-1/8 6-1/4 2 1-1/8 10 10d 4 10d 3135 1665 13.95 7.41 2225 1180 9.90 5.25 

SUH210-2 U210-2 16 3-1/8 8-9/16 2 1-1/8 14 10d 6 10d 5730 2920 25.49 12.99 4070 2075 18.10 9.23 

HUS28-2 HUS28-2 14 3-1/8 7-1/8 2 1 6 16d 6 16d 3795 3405 16.88 15.15 2694 2418 11.98 10.76 

HUS28-2IF HUSC28-2 14 3-1/8 7-1/8 2 -- -- 6 16d 6 16d 3795 3405 16.88 15.15 2694 2418 11.98 10.76 

HD28-2 HU28-2 14 3-1/8 7-1/8 2-1/2 1-1/8 14 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

HD28-2IF HUC28-2 14 3-1/8 7-1/8 2-1/2 -- -- 14 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 8 16d 8 16d 5185 4165 23.06 18.53 3681 2957 16.37 13.15 

HUS210-2IF HUSC210-2 14 3-1/8 9-1/8 2 -- -- 8 16d 8 16d 5185 4165 23.06 18.53 3681 2957 16.37 13.15 

HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD210-2IF HUC210-2 14 3-1/8 9 2-1/2 -- -- 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HDQ210-2IF HUCQ210-2-SDS 14 3-1/4 9 3 1-1/2 12 WS3 6 WS3 8460 4970 37.63 22.11 6005 3530 26.71 15.70 

DT210 -- -- 22 3-1/16 7-7/8 2 1-1/4 12 16d x 2-1/2 8 8d x 1-1/2 1640 990 7.30 4.40 1640 990 7.30 4.40 

JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 8 16d 6 16d 5170 3735 23.00 16.61 3671 2652 16.33 11.80 


SUH210-2 U210-2 16 3-1/8 8-9/16 2 1-1/8 14 10d 6 10d 5730 2920 25.49 12.99 4070 2075 18.10 9.23 

HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 8 16d 8 16d 5185 4165 23.06 18.53 3681 2957 16.37 13.15 

HUS210-2IF HUSC210-2 14 3-1/8 9-1/8 2 -- -- 8 16d 8 16d 5185 4165 23.06 18.53 3681 2957 16.37 13.15 

HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD210-2IF HUC210-2 14 3-1/8 9 2-1/2 -- -- 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 10 16d 10 16d 6345 5765 28.23 25.65 4505 4093 20.04 18.21 

HUS212-2IF HUSC212-2 14 3-1/8 11-1/8 2 -- -- 10 16d 10 16d 6345 5765 28.23 25.65 4505 4093 20.04 18.21 

HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD212-2IF HUC212-2 14 3-1/8 11 2-1/2 -- -- 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 





4) NAILS: 

red font. 


S-P-F (Lbs) 

S-P-F (kN) 






Steel 



(2) 2 x 14 

(2) 2 x 16 

3 x 4 

3 x 6 

3 x 8 

3 x 10 

3 x 12 

3 x 14 

3 x 16 


Fastener Schedule 2,3,4,5 



JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 8 16d 6 16d 5170 3735 23.00 16.61 3671 2652 16.33 11.80 


JUS214-2 LUS214-2 18 3-1/8 13-1/8 2 1 12 16d 6 16d 5120 3735 22.78 16.61 3635 2650 16.17 11.79 

SUH210-2 U210-2 16 3-1/8 8-9/16 2 1-1/8 14 10d 6 10d 5730 2920 25.49 12.99 4070 2075 18.10 9.23 

HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 8 16d 8 16d 5185 4165 23.06 18.53 3681 2957 16.37 13.15 

HUS210-2IF HUSC210-2 14 3-1/8 9-1/8 2 -- -- 8 16d 8 16d 5185 4165 23.06 18.53 3681 2957 16.37 13.15 

HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD210-2IF HUC210-2 14 3-1/8 9 2-1/2 -- -- 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 10 16d 10 16d 6345 5765 28.23 25.65 4505 4093 20.04 18.21 

HUS212-2IF HUSC212-2 14 3-1/8 11-1/8 2 -- -- 10 16d 10 16d 6345 5765 28.23 25.65 4505 4093 20.04 18.21 

HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD212-2IF HUC212-2 14 3-1/8 11 2-1/2 -- -- 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD214-2 HU214-2 14 3-1/8 13 2-1/2 1-1/8 24 16d 10 10d 7215 4435 32.10 19.73 5125 3150 22.80 14.01 


JUS214-2 LUS214-2 18 3-1/8 13-1/8 2 1 12 16d 6 16d 5120 3735 22.78 16.61 3635 2650 16.17 11.79 

HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD212-2IF HUC212-2 14 3-1/8 11 2-1/2 -- -- 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD214-2 HU214-2 14 3-1/8 13 2-1/2 1-1/8 24 16d 10 10d 7215 4435 32.10 19.73 5125 3150 22.80 14.01 

HD216-2 HU216-2 14 3-1/8 15 2-1/2 1-1/8 26 16d 12 10d 7215 4435 32.10 19.73 5125 3150 22.80 14.01 

SUH34 U34 16 2-9/16 3-3/8 2 1-1/8 6 10d 2 10d x 1 1/2 1390 795 6.18 3.54 985 565 4.38 2.51 

HD34 HU34 14 2-9/16 3 2 1-1/8 4 16d 2 10d x 1 1/2 1975 545 8.79 2.42 1402 387 6.24 1.72 

HD34IF HUC34 14 2-9/16 3 2 -- -- 4 16d 2 10d x 1 1/2 1975 545 8.79 2.42 1402 387 6.24 1.72 

JUS36 LUS36 18 2-9/16 5-5/16 2 1 4 16d 4 16d 2000 2550 8.90 11.34 1420 1810 6.32 8.05 

SUH34 U34 16 2-9/16 3-3/8 2 1-1/8 6 10d 2 10d x 1 1/2 1390 795 6.18 3.54 985 565 4.38 2.51 

SUH36 U36 16 2-9/16 5-5/16 2 1-1/8 8 10d 4 10d x 1 1/2 2345 1505 10.43 6.69 1665 1070 7.41 4.76 

HD36 HU36 14 2-9/16 4-3/4 2 1-1/8 8 16d 4 10d x 1 1/2 2720 1555 12.10 6.92 1931 1104 8.59 4.91 

HD36IF HUC36 14 2-9/16 4-3/4 2 -- -- 8 16d 4 10d x 1 1/2 2720 1555 12.10 6.92 1931 1104 8.59 4.91 

JUS36 LUS36 18 2-9/16 5-5/16 2 1 4 16d 4 16d 2000 2550 8.90 11.34 1420 1810 6.32 8.05 

JUS38 -- -- 18 2-9/16 6-3/4 2 1 6 16d 4 16d 3240 2550 14.41 11.34 2300 1810 10.23 8.05 

SUH36 U36 16 2-9/16 5-5/16 2 1-1/8 8 10d 4 10d x 1 1/2 2345 1505 10.43 6.69 1665 1070 7.41 4.76 

HD36 HU36 14 2-9/16 4-3/4 2 1-1/8 8 16d 4 10d x 1 1/2 2720 1555 12.10 6.92 1931 1104 8.59 4.91 

HD36IF HUC36 14 2-9/16 4-3/4 2 -- -- 8 16d 4 10d x 1 1/2 2720 1555 12.10 6.92 1931 1104 8.59 4.91 

HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 12 16d 4 10d x 1 1/2 3820 1555 16.99 6.92 2712 1104 12.06 4.91 

HD38IF HUC38 14 2-9/16 6-3/4 2 -- -- 12 16d 4 10d x 1 1/2 3820 1555 16.99 6.92 2712 1104 12.06 4.91 

JUS38 -- -- 18 2-9/16 6-3/4 2 1 6 16d 4 16d 3240 2550 14.41 11.34 2300 1810 10.23 8.05 

JUS310 LUS310 18 2-9/16 9-1/8 2 1 8 16d 6 16d 5170 3735 23.00 16.61 3671 2652 16.33 11.80 

SUH310 U310 16 2-9/16 8-7/8 2 1-1/8 14 10d 6 10d x 1 1/2 4080 2505 18.15 11.14 2895 1780 12.88 7.92 

HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 12 16d 4 10d x 1 1/2 3820 1555 16.99 6.92 2712 1104 12.06 4.91 

HD38IF HUC38 14 2-9/16 6-3/4 2 -- -- 12 16d 4 10d x 1 1/2 3820 1555 16.99 6.92 2712 1104 12.06 4.91 

HD310 HU310 14 2-9/16 7-7/16 2-1/2 1-1/8 14 16d 6 10d x 1 1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 

HD310IF HUC310 14 2-9/16 7-7/16 2-1/2 -- -- 14 16d 6 10d x 1 1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 

HDQ310IF HUCQ310-SDS 14 2-9/16 9 3 1-3/16 8 WS3 4 WS15 5315 3025 23.64 13.46 3775 2150 16.79 9.56 

JUS310 LUS310 18 2-9/16 9-1/8 2 1 8 16d 6 16d 5170 3735 23.00 16.61 3671 2652 16.33 11.80 

SUH310 U310 16 2-9/16 8-7/8 2 1-1/8 14 10d 6 10d x 1 1/2 4080 2505 18.15 11.14 2895 1780 12.88 7.92 

HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 12 16d 4 10d x 1 1/2 3820 1555 16.99 6.92 2712 1104 12.06 4.91 

HD38IF HUC38 14 2-9/16 6-3/4 2 -- -- 12 16d 4 10d x 1 1/2 3820 1555 16.99 6.92 2712 1104 12.06 4.91 

HD310 HU310 14 2-9/16 7-7/16 2-1/2 1-1/8 14 16d 6 10d x 1 1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 

HD310IF HUC310 14 2-9/16 7-7/16 2-1/2 -- -- 14 16d 6 10d x 1 1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 


HD312 HU312 14 2-9/16 9-5/16 2-1/2 1-1/8 16 16d 10 10d x 1 1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 

SUH314 U314 16 2-9/16 10-9/16 2 1-1/8 16 10d 6 10d x 1-1/2 4105 2505 18.26 11.14 2915 1780 12.97 7.92 

HD310 HU310 14 2-9/16 7-7/16 2-1/2 1-1/8 14 16d 6 10d x 1 1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 

HD310IF HUC310 14 2-9/16 7-7/16 2-1/2 -- -- 14 16d 6 10d x 1 1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 


HD312 HU312 14 2-9/16 9-5/16 2-1/2 1-1/8 16 16d 10 10d x 1 1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 

HD312IF HUC312 14 2-9/16 9-5/16 2-1/2 -- -- 16 16d 10 10d x 1 1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 

HD314 HU314 14 2-9/16 11-5/16 2-1/2 1-1/8 20 16d 10 10d x 1-1/2 7215 2005 32.10 8.92 5125 1425 22.80 6.34 

HD314IF HUC314 14 2-9/16 11-5/16 2-1/2 -- -- 20 16d 10 10d x 1-1/2 7215 2005 32.10 8.92 5125 1425 22.80 6.34 

SUH314 U314 16 2-9/16 10-9/16 2 1-1/8 16 10d 6 10d x 1-1/2 4105 2505 18.26 11.14 2915 1780 12.97 7.92 

HD312 HU312 14 2-9/16 9-5/16 2-1/2 1-1/8 16 16d 10 10d x 1 1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 

HD312IF HUC312 14 2-9/16 9-5/16 2-1/2 -- -- 16 16d 10 10d x 1 1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 

HD314 HU314 14 2-9/16 11-5/16 2-1/2 1-1/8 20 16d 10 10d x 1-1/2 7215 2005 32.10 8.92 5125 1425 22.80 6.34 

HD314IF HUC314 14 2-9/16 11-5/16 2-1/2 -- -- 20 16d 10 10d x 1-1/2 7215 2005 32.10 8.92 5125 1425 22.80 6.34 

HD316 HU316 14 2-9/16 13-5/16 2-1/2 1-1/8 24 16d 10 10d x 1 1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 

HD316IF HUC316 14 2-9/16 13-5/16 2-1/2 -- -- 24 16d 10 10d x 1 1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 




 

5) NAILS: 

red font. 

Hangers 





Hangers 



Header 

Joist 

DF-L (Lbs) 


S-P-F (Lbs) 


Steel 



(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 4675 2685 20.80 11.94 3320 1905 14.77 8.47 

(2) 3 x 10 

HD38-2 HU38-2 14 5-1/8 6-1/8 2-1/2 1-1/8 14 16d 6 10d 4675 2685 20.80 11.94 3320 1905 14.77 8.47 

HD310-2 HU310-2 14 5-1/8 8 2-1/2 1-1/8 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

(2) 3 x 12 HD312-2 HU312-2 14 5-1/8 10 2-1/2 1-1/8 22 16d 10 10d 7215 4435 32.10 19.73 5125 3150 22.80 14.01 

(2) 3 x 14 HD312-2 HU312-2 14 5-1/8 10 2-1/2 1-1/8 16d 10 10d 7215 4435 32.10 19.73 5125 3150 22.80 14.01 

JUS26-3 LUS26-3 18 4-5/8 4-1/2 2 1 4 16d 4 16d 2000 2550 8.90 11.34 1420 1811 6.32 8.06 

(3) 2 x 6 

SUH26-3 U26-3 16 4-5/8 5-1/4 2 1 8 10d 2 10d 3135 1665 13.95 7.41 2225 1180 9.90 5.25 

HD26-3 HU26-3 14 4-5/8 4-3/8 2-1/2 1-1/8 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

HD26-3IF HUC26-3 14 4-5/8 4-3/8 2-1/2 -- -- 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

JUS26-3 LUS26-3 18 4-5/8 4-1/2 2 1 4 16d 4 16d 2000 2550 8.90 11.34 1420 1811 6.32 8.06 

JUS28-3 LUS28-3 18 4-5/8 6-3/8 2 1 6 16d 4 16d 3240 2550 14.41 11.34 2300 1811 10.23 8.06 

SUH26-3 U26-3 16 4-5/8 5-1/4 2 1 8 10d 2 10d 3135 1665 13.95 7.41 2225 1180 9.90 5.25 

(3) 2 x 8 HD26-3 HU26-3 14 4-5/8 4-3/8 2-1/2 1-1/8 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

HD26-3IF HUC26-3 14 4-5/8 4-3/8 2-1/2 -- -- 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

HD28-3 -- -- 14 4-5/8 6-3/8 2-1/2 1-1/8 12 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

HD28-3IF -- -- 14 4-5/8 6-3/8 2-1/2 -- -- 12 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

JUS28-3 LUS28-3 18 4-5/8 6-3/8 2 1 6 16d 4 16d 3240 2550 14.41 11.34 2300 1811 10.23 8.06 

JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 8 16d 6 16d 5170 3735 23.00 16.61 3671 2652 16.33 11.80 

SUH210-3 U210-3 16 4-5/8 8-3/8 2 1 14 10d 6 10d 5730 2920 25.49 12.99 4070 2075 18.10 9.23 

(3) 2 x 10 

HD28-3 -- -- 14 4-5/8 6-3/8 2-1/2 1-1/8 12 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

HD28-3IF -- -- 14 4-5/8 6-3/8 2-1/2 -- -- 12 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

HD210-3 HU210-3 14 4-5/8 8-1/4 2-1/2 1-1/8 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD210-3IF HUC210-3 14 4-5/8 8-1/4 2-1/2 -- -- 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 8 16d 6 16d 5170 3735 23.00 16.61 3671 2652 16.33 11.80 

SUH210-3 U210-3 16 4-5/8 8-3/8 2 1 14 10d 6 10d 5730 2920 25.49 12.99 4070 2075 18.10 9.23 

HD210-3 HU210-3 14 4-5/8 8-1/4 2-1/2 1-1/8 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

(3) 2 x 12 HD210-3IF HUC210-3 14 4-5/8 8-1/4 2-1/2 -- -- 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


HD212-3 HU212-3 14 4-5/8 10-1/4 2-1/2 1-1/8 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD212-3IF HUC212-3 14 4-5/8 10-1/4 2-1/2 -- -- 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 8 16d 6 16d 5170 3735 23.00 16.61 3671 2652 16.33 11.80 

SUH210-3 U210-3 16 4-5/8 8-3/8 2 1 14 10d 6 10d 5730 2920 25.49 12.99 4070 2075 18.10 9.23 

HD210-3 HU210-3 14 4-5/8 8-1/4 2-1/2 1-1/8 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

(3) 2 x 14 

HD210-3IF HUC210-3 14 4-5/8 8-1/4 2-1/2 -- -- 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


HD212-3 HU212-3 14 4-5/8 10-1/4 2-1/2 1-1/8 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD212-3IF HUC212-3 14 4-5/8 10-1/4 2-1/2 -- -- 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD214-3 HU214-3 14 4-5/8 12-1/4 2-1/2 1-1/8 24 16d 10 10d 7215 4435 32.10 19.73 5125 3150 22.80 14.01 

HD212-3 HU212-3 14 4-5/8 10-1/4 2-1/2 1-1/8 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

(3) 2 x 16 

HD212-3IF HUC212-3 14 4-5/8 10-1/4 2-1/2 -- -- 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD214-3 HU214-3 14 4-5/8 12-1/4 2-1/2 1-1/8 24 16d 10 10d 7215 4435 32.10 19.73 5125 3150 22.80 14.01 

HD216-3 HU216-3 14 4-5/8 14-1/4 2-1/2 1-1/8 26 16d 12 10d 7215 4435 32.10 19.73 5125 3150 22.80 14.01 

(4) 2 x 8 HD28-4 HU28-4 14 6-1/8 7-1/8 2-1/2 1-3/4 14 16d 6 10d 4675 2685 20.80 11.94 3320 1905 14.77 8.47 

(4) 2 x 10 HD210-4 HU210-4 14 6-1/8 9 3-1/4 2 24 16d 6 10d 7215 4435 32.10 19.73 5125 3150 22.80 14.01 

(4) 2 x 12 HD210-4 HU210-4 14 6-1/8 9 3-1/4 2 24 16d 6 10d 7215 4435 32.10 19.73 5125 3150 22.80 14.01 

(4) 2 x 14 HD210-4 HU210-4 14 6-1/8 9 3-1/4 2 24 16d 6 10d 7215 4435 32.10 19.73 5125 3150 22.80 14.01 

JUS44 LUS44 18 3-5/8 3-1/4 2 1 4 16d 2 16d 1580 610 7.03 2.71 1122 433 4.99 1.93 

4 x 4 

SUH44 U44 16 3-9/16 2-7/8 2 1-1/8 6 10d 2 10d 1910 825 8.50 3.67 1355 585 6.03 2.60 

HD44 HU44 14 3-9/16 3-5/16 2-1/2 1-1/8 4 16d 2 10d 1535 535 6.83 2.38 1090 380 4.85 1.69 

HD44IF HUC44 14 3-9/16 3-5/16 2-1/2 -- -- 4 16d 2 10d 1535 535 6.83 2.38 1090 380 4.85 1.69 

JUS46 LUS46 18 3-5/8 5 2 1 4 16d 4 16d 2000 2550 8.90 11.34 1420 1811 6.32 8.06 

SUH44 U44 16 3-9/16 2-7/8 2 1-1/8 6 10d 2 10d 1910 825 8.50 3.67 1355 585 6.03 2.60 

SUH46 U46 16 3-9/16 4-13/16 2 1-1/8 8 10d 4 10d 3135 1665 13.95 7.41 2225 1180 9.90 5.25 

4 x 6 

HUS46 HUS46 14 3-5/8 5 2 1 4 16d 4 16d 2130 2095 9.48 9.32 1512 1487 6.73 6.61 

HUS46IF HUSC46 14 3-5/8 5 2 -- -- 4 16d 4 16d 2130 2095 9.48 9.32 1512 1487 6.73 6.61 

HD46 HU46 14 3-9/16 4-15/16 2-1/2 1-1/8 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

HD46IF HUC46 14 3-9/16 4-15/16 2-1/2 -- -- 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

DF-L (kN) 




 

5) NAILS: 

red font. 

S-P-F (kN) 


94 






Steel 



 

 

 

 

 

 

 

 



Header 

Joist 



JUS46 LUS46 18 3-5/8 5 2 1 4 16d 4 16d 2000 2550 8.90 11.34 1420 1811 6.32 8.06 

JUS48 LUS48, LUS48Z 18 3-5/8 6-7/8 2 1 6 16d 4 16d 3240 2550 14.41 11.34 2300 1811 10.23 8.06 

SUH46 U46 16 3-9/16 4-13/16 2 1-1/8 8 10d 4 10d 3135 1665 13.95 7.41 2225 1180 9.90 5.25 

HUS46 HUS46 14 3-5/8 5 2 1 4 16d 4 16d 2130 2095 9.48 9.32 1512 1487 6.73 6.61 

HUS46IF HUSC46 14 3-5/8 5 2 -- -- 4 16d 4 16d 2130 2095 9.48 9.32 1512 1487 6.73 6.61 

HUS48 HUS48 14 3-5/8 7 2 1 6 16d 6 16d 3795 3405 16.88 15.15 2694 2418 11.98 10.76 

HUS48IF HUSC48 14 3-5/8 7 2 1 6 16d 6 16d 3795 3405 16.88 15.15 2694 2418 11.98 10.76 

HD46 HU46 14 3-9/16 4-15/16 2-1/2 1-1/8 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

HD46IF HUC46 14 3-9/16 4-15/16 2-1/2 -- -- 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 14 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

HD48IF HUC48 14 3-9/16 6-7/8 2-1/2 -- -- 14 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

JUS48 LUS48, LUS48Z 18 3-5/8 6-7/8 2 1 6 16d 4 16d 3240 2550 14.41 11.34 2300 1811 10.23 8.06 

JUS410 LUS410, LUS410Z 18 3-5/8 8-7/8 2 1 8 16d 6 16d 5170 3735 23.00 16.61 3671 2652 16.33 11.80 

SUH410 U410 16 3-9/16 8-3/8 2 1-1/8 14 10d 6 10d 5730 2920 25.49 12.99 4070 2075 18.10 9.23 

HUS48 HUS48 14 3-5/8 7 2 1 6 16d 6 16d 3795 3405 16.88 15.15 2694 2418 11.98 10.76 

HUS48IF HUSC48 14 3-5/8 7 2 1 6 16d 6 16d 3795 3405 16.88 15.15 2694 2418 11.98 10.76 

HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 14 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

HD48IF HUC48 14 3-9/16 6-7/8 2-1/2 -- -- 14 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

HUS410 HUS410 14 3-5/8 8-7/8 2 1 8 16d 8 16d 5185 4165 23.06 18.53 3681 2957 16.37 13.15 

HUS410IF HUSC410 14 3-5/8 8-7/8 2 -- -- 8 16d 8 16d 5185 4165 23.06 18.53 3681 2957 16.37 13.15 

HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD410IF HUC410 14 3-9/16 8-13/16 2-1/2 -- -- 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


JUS410 LUS410, LUS410Z 18 3-5/8 8-7/8 2 1 8 16d 6 16d 5170 3735 23.00 16.61 3671 2652 16.33 11.80 

SUH410 U410 16 3-9/16 8-3/8 2 1-1/8 14 10d 6 10d 5730 2920 25.49 12.99 4070 2075 18.10 9.23 

HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 14 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

HD48IF HUC48 14 3-9/16 6-7/8 2-1/2 -- -- 14 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

HUS410 HUS410 14 3-5/8 8-7/8 2 1 8 16d 8 16d 5185 4165 23.06 18.53 3681 2957 16.37 13.15 

HUS410IF HUSC410 14 3-5/8 8-7/8 2 -- -- 8 16d 8 16d 5185 4165 23.06 18.53 3681 2957 16.37 13.15 

HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD410IF HUC410 14 3-9/16 8-13/16 2-1/2 -- -- 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


HUS412 HUS412 14 3-5/8 10-7/8 2 1 10 16d 10 16d 6345 5765 28.23 25.65 4505 4093 20.04 18.21 

HUS412IF HUSC412 14 3-5/8 10-7/8 2 -- -- 10 16d 10 16d 6345 5765 28.23 25.65 4505 4093 20.04 18.21 

HD412 HU412 14 3-9/16 10-13/16 2-1/2 1-1/8 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD412IF HUC412 14 3-9/16 10-13/16 2-1/2 -- -- 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


JUS414 LUS414 18 3-5/8 12-7/8 2 1 12 16d 6 16d 5120 3735 22.78 16.61 3635 2650 16.17 11.79 

SUH414 U414 16 3-9/16 10-1/16 2 1-1/8 16 10d 6 10d 5730 2920 25.49 12.99 4070 2075 18.10 9.23 

HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD410IF HUC410 14 3-9/16 8-13/16 2-1/2 -- -- 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


HUS412 HUS412 14 3-5/8 10-7/8 2 1 10 16d 10 16d 6345 5765 28.23 25.65 4505 4093 20.04 18.21 

HUS412IF HUSC412 14 3-5/8 10-7/8 2 -- -- 10 16d 10 16d 6345 5765 28.23 25.65 4505 4093 20.04 18.21 

HD412 HU412 14 3-9/16 10-13/16 2-1/2 1-1/8 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD412IF HUC412 14 3-9/16 10-13/16 2-1/2 -- -- 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


HD414 HU414 14 3-9/16 12-13/16 2-1/2 1-1/8 24 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD414IF HUC414 14 3-9/16 12-13/16 2-1/2 -- -- 24 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

JUS414 LUS414 18 3-5/8 12-7/8 2 1 12 16d 6 16d 5120 3735 22.78 16.61 3635 2650 16.17 11.79 

SUH414 U414 16 3-9/16 10-1/16 2 1-1/8 16 10d 6 10d 5730 2920 25.49 12.99 4070 2075 18.10 9.23 

HD412 HU412 14 3-9/16 10-13/16 2-1/2 1-1/8 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD412IF HUC412 14 3-9/16 10-13/16 2-1/2 -- -- 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


HD414 HU414 14 3-9/16 12-13/16 2-1/2 1-1/8 24 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD414IF HUC414 14 3-9/16 12-13/16 2-1/2 -- -- 24 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD416 HU416 14 3-9/16 14-13/16 2-1/2 1-1/8 26 16d 12 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD416IF HUC416 14 3-9/16 14-13/16 2-1/2 -- -- 26 16d 12 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD414 HU414 14 3-9/16 12-13/16 2-1/2 1-1/8 24 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD414IF HUC414 14 3-9/16 12-13/16 2-1/2 -- -- 24 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD416 HU416 14 3-9/16 14-13/16 2-1/2 1-1/8 26 16d 12 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD416IF HUC416 14 3-9/16 14-13/16 2-1/2 -- -- 26 16d 12 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD418 -- -- 14 3-9/16 16-1/2 2-1/2 1-1/4 28 16d 8 10d 7215 2685 32.10 11.94 5123 1906 22.79 8.48 

SUH66 U66 16 5-1/2 5 2 1 8 10d 4 10d 3135 1665 13.95 7.41 2225 1180 9.90 5.25 

HD66 HU66 14 5-1/2 3-15/16 2-1/2 1-1/8 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

HD66IF HUC66 14 5-1/2 3-15/16 2-1/2 -- -- 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

SUH66 U66 16 5-1/2 5 2 1 8 10d 4 10d 3135 1665 13.95 7.41 2225 1180 9.90 5.25 

HD66 HU66 14 5-1/2 3-15/16 2-1/2 1-1/8 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

HD66IF HUC66 14 5-1/2 3-15/16 2-1/2 -- -- 12 16d 6 10d 3430 2685 15.26 11.94 2435 1906 10.83 8.48 

HD68 HU68 14 5-1/2 5-15/16 2-1/2 1-1/8 14 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

HD68IF HUC68 14 5-1/2 5-15/16 2-1/2 -- -- 14 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 




 

5) NAILS: 

red font. 




95 

Hangers


Hangers 


Steel 



6 x 10 

6 x 12 

6 x 14 

6 x 16 

6 x 18 

8 x 6 

8 x 8 

8 x 10 

8 x 12 

8 x 14 

8 x 16 

Dimensions (in) Fastener Schedule 2,3,4,5 



SUH610 U610 16 5-1/2 9 2 1 14 10d 6 10d 5730 2920 25.49 12.99 4070 2075 18.10 9.23 

HD68 HU68 14 5-1/2 5-15/16 2-1/2 1-1/8 14 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

HD68IF HUC68 14 5-1/2 5-15/16 2-1/2 -- -- 14 16d 6 10d 4675 2685 20.80 11.94 3319 1906 14.76 8.48 

HD610 HU610 14 5-1/2 7-13/16 2-1/2 1-1/8 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD610IF HUC610 14 5-1/2 7-13/16 2-1/2 -- -- 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


SUH610 U610 16 5-1/2 9 2 1 14 10d 6 10d 5730 2920 25.49 12.99 4070 2075 18.10 9.23 

HD610 HU610 14 5-1/2 7-13/16 2-1/2 1-1/8 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD610IF HUC610 14 5-1/2 7-13/16 2-1/2 -- -- 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD612IF HUC612 14 5-1/2 9-13/16 2-1/2 -- -- 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


HD610 HU610 14 5-1/2 7-13/16 2-1/2 1-1/8 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD610IF HUC610 14 5-1/2 7-13/16 2-1/2 -- -- 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD612IF HUC612 14 5-1/2 9-13/16 2-1/2 -- -- 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8 24 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD614IF HUC614 14 5-1/2 11-13/16 2-1/2 -- -- 24 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD612IF HUC612 14 5-1/2 9-13/16 2-1/2 -- -- 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8 24 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD614IF HUC614 14 5-1/2 11-13/16 2-1/2 -- -- 24 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD616 HU616 14 5-1/2 13-13/16 2-1/2 1-1/8 26 16d 12 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD616IF HUC616 14 5-1/2 13-13/16 2-1/2 -- -- 26 16d 12 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8 24 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD614IF HUC614 14 5-1/2 11-13/16 2-1/2 1-1/8 24 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD616 HU616 14 5-1/2 13-13/16 2-1/2 1-1/8 26 16d 12 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD616IF HUC616 14 5-1/2 13-13/16 2-1/2 -- -- 26 16d 12 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

HD86 -- -- 14 7-1/2 5-1/8 2-1/2 1-1/2 10 16d 4 16d 2525 4435 11.23 19.73 1793 3149 7.98 14.01 

HD86IF -- -- 14 7-1/2 5-1/8 2-1/2 1-1/2 10 16d 4 16d 2525 4435 11.23 19.73 1793 3149 7.98 14.01 

HD88 HU88 14 7-1/2 6-5/8 2-1/2 1-1/2 14 16d 6 16d 4900 4435 21.80 19.73 3479 3149 15.48 14.01 

HD88IF HUC88 14 7-1/2 6-5/8 2-1/2 1-1/2 14 16d 6 16d 4900 4435 21.80 19.73 3479 3149 15.48 14.01 

HD810 HU810 14 7-1/2 8-3/8 2-1/2 1-1/2 18 16d 8 16d 7315 4435 32.54 19.73 5194 3149 23.10 14.01 

HD810IF HUC810 14 7-1/2 8-3/8 2-1/2 -- -- 18 16d 8 16d 7315 4435 32.54 19.73 5194 3149 23.10 14.01 

HD812 HU812 14 7-1/2 10-1/8 2-1/2 1-1/2 22 16d 8 16d 7315 4435 32.54 19.73 5194 3149 23.10 14.01 

HD812IF HUC812 14 7-1/2 10-1/8 2-1/2 -- -- 22 16d 8 16d 7315 4435 32.54 19.73 5194 3149 23.10 14.01 

HD814 HU814 14 7-1/2 11-7/8 2-1/2 1-1/2 24 16d 12 16d 7315 5260 32.54 23.40 5194 3735 23.10 16.61 

HD814IF HUC814 7-1/2 11-7/8 2-1/2 -- -- 24 16d 12 16d 7315 5260 32.54 23.40 5194 3735 23.10 16.61 

HD816 HU816 14 7-1/2 13-5/8 2-1/2 1-1/2 26 16d 12 16d 7315 5260 32.54 23.40 5194 3735 23.10 16.61 

HD816IF HUC816 14 7-1/2 13-5/8 2-1/2 -- -- 26 16d 12 16d 7315 5260 32.54 23.40 5194 3735 23.10 16.61 

Rough Lumber Sizes 

2 x 4 SUH24R LU24R-18, U24R 16 2 3-1/16 2 1-1/8 4 10d 2 10d x 1 1/2 1390 795 6.18 3.54 985 565 4.38 2.51 

2 x 6 - 8 SUH26R LU26R-18, U26R 16 2 4-15/16 2 1-3/16 6 10d 4 10d x 1 1/2 2345 1505 10.43 6.69 1665 1070 7.41 4.76 

2 x 8 - 10 SUH28R LU28R-18 16 2 6-7/16 2 1-1/8 8 10d 6 10d x 1-1/2 2345 1505 10.43 6.69 1665 1070 7.41 4.76 

2 x 10 - 14 SUH210R LU210R-18, U210R 16 2 7-13/16 2 1-1/8 10 10d 6 10d x 1 1/2 4080 2505 18.15 11.14 2895 1780 12.88 7.92 

2 x 14 - 16 SUH214R -- -- 16 2 9-13/16 2 1-1/8 12 10d 6 10d x 1-1/2 4105 2505 18.26 11.14 2915 1780 12.97 7.92 

4 x 6 SUH44R U44R 16 4 2-11/16 2 1-1/8 6 10d 2 16d 1910 825 8.50 3.67 1355 585 6.03 2.60 

4 x 8 SUH46R U46R 16 4 4-11/16 2 1-1/8 8 10d 4 16d 3135 1665 13.95 7.41 2225 1180 9.90 5.25 

4 x 10 SUH410R U410R 16 4 8-3/16 2 2 14 10d 6 16d 5730 2920 25.49 12.99 4070 2075 18.10 9.23 

6 x 8 SUH66R U66R 16 6 5 2 1 8 10d 4 16d 3135 1665 13.95 7.41 2225 1180 9.90 5.25 

6 x 10 SUH610R U610R 16 6 9 2 1 14 10d 6 16d 5730 2920 25.49 12.99 4070 2075 18.10 9.23 

Glulam Sizes 

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 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

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 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

5-1/8 x 

10-1/2 - 19-1/2 

HD5112 HU5.125/12 14 5-1/4 9-15/16 2-1/2 1-1/8 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

5-1/8 x 

14-1/2 - 21 

HD51135 HU5.125/13.5 14 5-1/4 12-15/16 2-1/2 1-1/8 26 16d 12 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 




 

5) NAILS: 

red font. 


96 


Beam & Purlin Hangers – KB & KLB series 

With a top mount design and heavy steel fabrication the KB 

and KLB hangers can cover medium-to-heavy beam and purlin 

applications. The top mount design offers high loads with less 

nailing than comparable face mount hangers. 

TF 

KLB – 14 gauge. 

KB – 12 gauge. 

H 






• NA20D and NA25 nails are included with hangers where 

applicable. 

• KB models are not recommended for use with LVL, PSL, 

or LSL members. 

Heavy Duty Top-Mount Hangers – HDO series 

W 

W 

KB 

KLB 

D 

TF 

H 

D 

Primarily used to hang joists or headers in medium load 

conditions. These hangers provide higher load values with 

less nailing. 

1 1 /4˝ 



Options: All nominal lumber sizes are available for 

rough/fullsize lumber. See Specialty Options 

Chart. 






• Check top flange dimensions to ensure compatibility with 

header widths. 

• Do not use for welded or nailer applications. 

Reference Specialty Options chart below for hanger 

options. 

W 

HDO28-2 

H 

D 

TF 

Specialty Options Chart – refer to Specialty Options pages 210 to 211 for 

additional details. 

Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Inverted Flange 

Range 

Factored 

Resistance 

Ordering 

 

 

 

100% of table load. 

75% of uplift load 


 




Ex. HDO210-SK45R 

 

100% of table load 




Ex. HDO210-SL30D 



75% of uplift load 


 


Ex. HDO210-SK45RSL30D 


 


65% of table load when 



Add IF 


Ex. HDO610IF 




Typical HDO410IF 

inverted flange installation 

Typical HDO skewed 

option installation 

Hangers 



Welded Top Flange Hangers – KHW, SW, & SWH series 

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. 



rough/full size lumber. See Specialty 

Options Chart. 







• NA20D nails are supplied with KHW hangers 

• For welded installations see page 213. 

• KHW models are not recommended for 

use with LVL, PSL, or LSL members. 

Nailer Installation Chart – chart represents 

maximum factored resistance for hangers used 

on wood nailers. Reference page 117. 


Stock No. 

Nailer 

Size 


Header 

Joist 


DF-L 

S-P-F 

Qty Type Qty Type Lbs kN Lbs kN 

SW 2X 2 10d x 1-1/2 2 10d x 1-1/2 2355 10.48 1605 7.14 

2X 2 10d x 1-1/2 2 10d 3745 16.66 2550 11.34 

SWH 

3X 2 16d x 2-1/2 2 10d 4825 21.46 3285 14.61 

KHW 3X 4 16d x 2-1/2 2 10d 7460 33.19 5075 22.58 


2) Listed loads shall not be increased. 

3) NAILS: 

 

red font. 

W 

L 

SWH410 

D 

H 

2 1 /2˝ 

Typical KHW46 

installation 

L 

KHW46 

Option Skewed 1 Sloped Seat 2 Sloped / Skewed 1,2 Sloped Top Flange 3 Top Flange Offset 

Saddle Ridge 

Range 

Factored 

Resistance 

Ordering 

 





 

 




Ex. SW212-SL30D 

See Sloped Seat 

and Skewed 

100% of table value 100% of table value 

See Sloped Seat 

and Skewed. 

 



3) Sloped top flanges with greater than 15° may have additional header nails. 

0° to 35° -- -- 

-- -- 

 

values using 

straight-line interpolation 

Add SF, angle required, 



Ex. SW212-SF30L 

Typical SW210 

installation 

Specialty Options Chart – refer to Specialty Options pages 210 and 212 for additional details. 

2 1 /2˝ 

W 

Hanger Width 

 

 

 

Add OS, and 

right (R) or left (L), 


Ex. SW212-OSL 

L 

SW210 

D 

% of table value: 

60% 

75% 

 

H 


per side 

Add SA, and saddle 

width required 


 

D 

H 


Add DA, 

angle required 


Ex. SW212-DA30 

2 1 /2˝ 


Light Gauge Purlin Hangers – HL series 

TF 

Hangers 

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. 







W 

HL210 

D 

H 

98 


Top Mount Hanger Charts 


Beam/ 

Joist Size 

Steel 

Floor Uplift 1,2 Floor Uplift 1,2 Floor Uplift 1,2 Floor Uplift 1,2 

Ref. No. Gauge W H D L TF Top Face Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

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 3125 325 13.90 1.45 2625 275 11.68 1.22 

2 x 6 

2 x 8 

2 x 10 

2 x 12 

2 x 14 

2 x 16 

HL26 JB26 18 1-9/16 5-3/8 1-1/2 -- -- 1-5/16 2 4 16d 2 prongs 1830 -- -- 8.14 -- -- 1245 -- -- 5.54 -- -- 

KLB26 LB26 14 1-9/16 5-3/8 1-1/2 -- -- 1-3/8 2 4 16d 2 10d x 1-1/2 3325 670 14.79 2.98 2905 585 12.92 2.60 

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 3335 -- -- 14.84 -- -- 2265 -- -- 10.08 -- -- 

HDO26 HU26TF 12 1-9/16 5-3/8 2-1/4 -- -- 2-1/2 4 6 16d 4 10d x 1-1/2 3730 795 16.59 3.54 3135 670 13.95 2.98 

HL28 JB28 18 1-9/16 7-5/16 1-3/4 -- -- 1-5/16 2 4 16d 2 prongs 2290 -- -- 10.19 -- -- 1555 -- -- 6.92 -- -- 

KLB28 LB28 14 1-9/16 7-1/4 1-3/4 -- -- 1-3/8 2 4 16d 2 10d x 1-1/2 3325 670 14.79 2.98 2905 585 12.92 2.60 

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 3335 -- -- 14.84 -- -- 2265 -- -- 10.08 -- -- 

HDO28 HU28TF 12 1-9/16 7-1/8 2-1/4 -- -- 2-1/2 4 6 16d 4 10d x 1-1/2 3730 780 16.59 3.47 3135 655 13.95 2.91 

HL210 JB210 18 1-9/16 9-5/16 2 -- -- 1-5/16 2 4 16d 2 prongs 2290 -- -- 10.19 -- -- 1555 -- -- 6.92 -- -- 

KLB210 LB210 14 1-9/16 9-1/4 2 -- -- 1-3/8 2 4 16d 2 10d x 1-1/2 3325 670 14.79 2.98 2905 585 12.92 2.60 

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 3335 -- -- 14.84 -- -- 2265 -- -- 10.08 -- -- 

HDO210 HU210TF 12 1-9/16 9-1/8 2-1/4 -- -- 2-1/2 4 8 16d 4 10d x 1-1/2 3730 750 16.59 3.34 3135 630 13.95 2.80 

HL212 JB212 18 1-9/16 11-1/4 2-1/8 -- -- 1-5/16 2 4 16d 2 prongs 2290 -- -- 10.19 -- -- 1555 -- -- 6.92 -- -- 

KLB212 LB212 14 1-9/16 11-1/8 2 -- -- 1-3/8 2 4 16d 2 10d x 1-1/2 3325 670 14.79 2.98 2905 585 12.92 2.60 

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 3335 -- -- 14.84 -- -- 2265 -- -- 10.08 -- -- 

HDO212 HU212TF 12 1-9/16 11 2-1/4 -- -- 2-1/2 4 10 16d 6 10d x 1-1/2 3390 1190 15.08 5.29 2850 1000 12.68 4.45 

HL214 JB214, LB214 18 1-9/16 13-1/8 2 -- -- 2-1/2 2 6 16d 2 10d x 1-1/2 2290 375 10.19 1.67 1925 315 8.56 1.40 

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 3335 -- -- 14.84 -- -- 2265 -- -- 10.08 -- -- 

HDO214 HU214TF 12 1-9/16 13 2-1/4 -- -- 2-1/2 4 12 16d 6 10d x 1-1/2 4075 1085 18.13 4.83 3425 910 15.24 4.05 

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 3335 -- -- 14.84 -- -- 2265 -- -- 10.08 -- -- 

HDO216 HU216TF, LB216 12 1-9/16 15 2-1/4 -- -- 2-1/2 4 14 16d 8 10d x 1-1/2 4420 1590 19.66 7.07 3715 1335 16.53 5.94 

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 3840 325 17.08 1.45 3225 275 14.35 1.22 

3 x 6 

3 x 8 

3 x 10 

3 x 12 

3 x 14 

3 x 16 

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 3335 -- -- 14.84 -- -- 2265 -- -- 10.08 -- -- 

HDO36 HU36TF 12 2-9/16 5-3/8 2-1/2 -- -- 2-1/2 4 6 16d 4 10d x 1-1/2 4335 795 19.28 3.54 3640 670 16.19 2.98 

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 3335 -- -- 14.84 -- -- 2265 -- -- 10.08 -- -- 

HDO38 B38, HU38TF 12 2-9/16 7-1/8 2-1/2 -- -- 2-1/2 4 8 16d 4 10d x 1-1/2 5190 780 23.09 3.47 4360 655 19.40 2.91 

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 3335 -- -- 14.84 -- -- 2265 -- -- 10.08 -- -- 

HDO310 B310, HU310TF 12 2-9/16 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 10d x 1-1/2 6000 1190 26.69 5.29 5040 1000 22.42 4.45 

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 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

HDO312 B312, HU312TF 12 2-9/16 11 2-1/2 -- -- 2-1/2 4 12 16d 6 10d x 1-1/2 6445 1190 28.67 5.29 5415 1000 24.09 4.45 

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 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

HDO314 B314, HU314TF 12 2-9/16 13 2-1/2 -- -- 2-1/2 4 14 16d 8 10d x 1-1/2 6445 1360 28.67 6.05 5415 1140 24.09 5.07 

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 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

HDO316 B316, HU316TF 12 2-9/16 15 2-1/2 -- -- 2-1/2 4 16 16d 8 10d x 1-1/2 7005 1590 31.16 7.07 5885 1335 26.18 5.94 

(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 3520 420 15.66 1.87 2955 355 13.15 1.58 

(2) 2 x 6 

(2) 2 x 8 

(2) 2 x 10 


Stock No. 


SWH26-2 WNP26-2 7/12 3-1/8 5-3/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

HDO26-2 

HU26-2TF, 

HUS26-2TF 

12 3-1/8 5-3/8 2-1/4 -- -- 2-1/2 4 6 16d 4 10d 4390 845 19.53 3.76 3690 710 16.41 3.16 

SWH28-2 WNP28-2 7/12 3-1/8 7-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

HDO28-2 

HU28-2TF, 

HUS28-2TF 

12 3-1/8 7-1/8 2-1/4 -- -- 2-1/2 4 8 16d 4 10d 5510 845 24.51 3.76 4630 710 20.60 3.16 

SWH210-2 WNP210-2 7/12 3-1/8 9-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

HDO210-2 

HU210-2TF, 

HUS210-2TF 

12 3-1/8 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 10d 6575 1265 29.25 5.63 5525 1065 24.58 4.74 

HDO210-2IF 

HUC210-2TF, 

HUSC210-2TF 

12 3-1/8 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 10d 6575 1265 29.25 5.63 5525 1065 24.58 4.74 


2) HL, SW, and SWH products do not provide uplift resistance, except for the HL214. 


4) NAILS: 


Qty 


Header 

Joist 

DF-L 

Factored Resistance (Lbs.) 

S-P-F 

Lbs kN Lbs kN 

2 1 /2˝ 

L 

H 

Hangers 

W 

D 




Top Mount Hanger Charts continued 

Beam/ 

Joist Size 




Steel 


Stock No. Ref. No. Gauge W H D L TF Top Face Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

SWH212-2 WNP212-2 7/12 3-1/8 11-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

(2) 2 x 12 

HU212-2TF, 

HDO212-2 

HUS212-2TF 

12 3-1/8 11 2-1/2 -- -- 2-1/2 4 12 16d 6 10d 7025 1265 31.25 5.63 5900 1065 26.25 4.74 

SWH214-2 WNP214-2 7/12 3-1/8 13-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

(2) 2 x 14 

HU214-2TF, 

HDO214-2 

HUS214-2TF 

12 3-1/8 13 2-1/2 -- -- 2-1/2 4 14 16d 8 10d 7450 1680 33.14 7.47 6260 1410 27.85 6.27 

(2) 2 x 16 

SWH216-2 WNP216-2 7/12 3-1/8 15-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

HDO216-2 HU216-2TF 12 3-1/8 15 2-1/2 -- -- 2-1/2 4 16 16d 8 10d 7885 1680 35.08 7.47 6625 1410 29.47 6.27 

4 x 4 HDO44 HU44TF 12 3-9/16 3-7/16 2-1/4 -- -- 2-1/2 4 4 16d 2 10d 3520 420 15.66 1.87 2955 355 13.15 1.58 

SW46 W46 12 3-9/16 5-3/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d 3630 -- -- 16.15 -- -- 2470 -- -- 10.99 -- -- 

4 x 6 HDO46 

HU46TF, 

HUS46TF 

12 3-9/16 5-3/8 2-1/4 -- -- 2-1/2 4 6 16d 4 10d 4390 845 19.53 3.76 3690 710 16.41 3.16 

KHW46 HW46 3/10 3-9/16 5-3/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

SW48 W48 12 3-9/16 7-1/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d 3630 -- -- 16.15 -- -- 2470 -- -- 10.99 -- -- 

4 x 8 HDO48 

B48, BA48, 

HU48TF, 

12 3-9/16 7-1/8 2-1/4 -- -- 2-1/2 4 8 16d 4 10d 5510 845 24.51 3.76 4630 710 20.60 3.16 

HUS48TF 

KHW48 HW48 3/10 3-9/16 7-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

SW410 W410 12 3-9/16 9-1/8 2-1/2 6-1/2 2-1/2 2 -- -- 10d 2 10d 3630 -- -- 16.15 -- -- 2470 -- -- 10.99 -- -- 

B410, HU410TF, 

4 x 10 

HDO410 HUI49.5TF, 12 3-9/16 9-1/8 2-1/4 -- -- 2-1/2 4 10 16d 6 10d 6575 1265 29.25 5.63 5525 1065 24.58 4.74 

HUS410TF 

SWH410 -- -- 7/12 3-9/16 9-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

KHW410 HW410 3/10 3-9/16 9-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

KB412 B412 12 3-9/16 11-1/8 2-3/8 -- -- 2-1/2 2 4 NA20D 2 NA20D 4165 810 18.53 3.60 2960 750 13.17 3.34 

HU412TF, 

HDO412 

4 x 12 

HUS412TF 

12 3-9/16 11 2-1/4 -- -- 2-1/2 4 12 16d 6 10d 7025 1265 31.25 5.63 5900 1065 26.25 4.74 

SWH412 WNP412 7/12 3-9/16 11-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

KHW412 HW412 3/10 3-9/16 11-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

HDO414 

B414, HHB414, 

HU414TF, 

HUI414TF, 

12 3-9/16 13 2-1/2 -- -- 2-1/2 4 14 16d 8 10d 7450 1680 33.14 7.47 6260 1410 27.85 6.27 

4 x 14 

HUS414TF 

SWH414 WNP414 7/12 3-9/16 13-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

KHW414 HW414 3/10 3-9/16 13-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

HDO416 

B416, HHB416, 

HU416TF 

12 3-9/16 15 2-1/2 -- -- 2-1/2 4 16 16d 8 10d 7885 1680 35.08 7.47 6625 1410 29.47 6.27 

4 x 16 

SWH416 WNP416 7/12 3-9/16 15-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

KHW416 HW416 3/10 3-9/16 15-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

(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 6575 1480 29.25 6.58 5525 1245 24.58 5.54 

(3) 2 x 12 HDO212-3 HU212-3TF 12 4-11/16 11 2-1/2 -- -- 2-1/2 4 12 16d 6 16d 7025 1480 31.25 6.58 5900 1245 26.25 5.54 


2) KHW, SW, and SWH products do not provide uplift resistance. 


4) KHW Glulam load values are based on 560 psi perpendicular to grain loading. 

5) NAILS: 


Qty 

Header 

Joist 

Lbs 

DF-L 

Factored Resistance (Lbs.) 4 

kN 

2 1 /2˝ 

Lbs 

S-P-F 

L 

kN 


H 

Hangers 

W 

D 


100 


Top Mount Hanger Charts continued 


Factored Resistance (Lbs.) 4 


Glulam Sizes 5 Header 

Joist 

DF-L 

S-P-F 

Qty 

Lbs kN Lbs kN 

Beam/ USP 

Steel 


Joist Size Stock No. Ref. No. Gauge W H D L TF Top Face Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

(3) 2 x 14 HDO214-3 HU214-3TF 12 4-11/16 13 2-1/2 -- -- 2-1/2 4 14 16d 8 16d 7450 1770 33.14 7.87 6260 1485 27.85 6.61 

(3) 2 x 16 HDO216-3 HU216-3TF 12 4-11/16 15 2-1/2 -- -- 2-1/2 4 16 16d 8 16d 7885 1970 35.08 8.76 6625 1655 29.47 7.36 

HDO66 HU66TF 12 5-1/2 5-3/8 2-1/2 -- -- 2-1/2 4 6 16d 4 16d 4390 990 19.53 4.40 3690 830 16.41 3.69 

6 x 6 SWH66 WNP66 7/12 5-1/2 5-3/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

KHW66 HW66 3/10 5-1/2 5-3/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

HDO68 HHB68, HU68TF 12 5-1/2 7-1/8 2-1/2 -- -- 2-1/2 4 8 16d 4 16d 5510 990 24.51 4.40 4630 830 20.60 3.69 

6 x 8 SWH68 WNP68 7/12 5-1/2 7-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

KHW68 HW68 3/10 5-1/2 7-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

KB610 B610 12 5-1/2 9-1/4 2-3/8 -- -- 2-1/2 2 6 NA20D 2 NA20D 5075 810 22.58 3.60 3605 750 16.04 3.34 

HHB610, 

HDO610 

6 x 10 

HU610TF 

12 5-1/2 9-1/8 2-1/2 -- -- 2-1/2 4 10 16d 6 16d 6575 1480 29.25 6.58 5525 1245 24.58 5.54 

SWH610 WNP610 7/12 5-1/2 9-1/8 2-1/2 7 2-1/2 2 -- -- 10d 2 10d 4760 -- -- 21.17 -- -- 3235 -- -- 14.39 -- -- 

KHW610 HW610 3/10 5-1/2 9-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

KB612 B612 12 5-1/2 11-1/8 2-3/8 -- -- 2-1/2 2 6 NA20D 2 NA20D 5075 810 22.58 3.60 3605 750 16.04 3.34 

6 x 12 HDO612 

HHB612, 

HU612TF 

12 5-1/2 11 2-1/2 -- -- 2-1/2 4 12 16d 6 16d 7025 1480 31.25 6.58 5900 1245 26.25 5.54 

KHW612 HW612 3/10 5-1/2 11-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

B614, HHB614, 

HDO614 

6 x 14 

HU614TF 

12 5-1/2 13 2-1/2 -- -- 2-1/2 4 14 16d 8 16d 7450 1770 33.14 7.87 6260 1485 27.85 6.61 

KHW614 HW614 3/10 5-1/2 13-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

B616, HHB616, 

HDO616 

6 x 16 

HU616TF 

12 5-1/2 15 2-1/2 -- -- 2-1/2 4 16 16d 8 16d 7885 1970 35.08 8.76 6625 1655 29.47 7.36 

KHW616 HW616 3/10 5-1/2 15-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

8 x 6 KHW86 HW86 3/10 7-1/2 5-3/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

8 x 8 KHW88 HW88 3/10 7-1/2 7-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

8 x 10 KHW810 HW810 3/10 7-1/2 9-1/8 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 

8 x 12 KHW812 HHB812, HW812 3/10 7-1/2 11-1/8 2-1/2 10 2-1/2 4 NA20D 2 10d 7680 -- -- 34.16 -- -- 5225 -- -- 23.24 -- -- 



2-1/2 glulam KHW26 -- -- 3/10 2-11/16 specify 4 10 2-1/2 4 -- -- NA20D 2 10d x 1-1/2 7625 -- -- 33.92 -- -- 5185 -- -- 23.06 -- -- 

3-1/8 glulam KHW3 HW3.25 3/10 3-1/4 specify 3 10 2-1/2 4 -- -- NA20D 2 10d 7625 -- -- 33.92 -- -- 5185 -- -- 23.06 -- -- 

5-1/8 glulam KHW5 HW5.25 3/10 5-1/4 specify 2-1/2 10 2-1/2 4 -- -- NA20D 2 10d 7625 -- -- 33.92 -- -- 5185 -- -- 23.06 -- -- 


2) KHW and SWH products do not provide uplift resistance. 


4) KHW Glulam load values are based on 560 psi perpendicular to grain loading. 

5) Consult USP for additional Glulam sizes. 

6) NAILS: 


2 1 /2˝ 

L 

H 

W 

D 

Hangers 



Multi-Purpose Joist Hanger – JH20 

These strap-style hangers are designed to support trusses, joists, 

or purlins. JH models may be bent along the flange allowing 

builders to use the hangers in top mount, face mount, or 

combination applications. 





NEW 

Raised 

dimple allows 

30º to 45˚ 

nailing 

B 

TF 

H 



• Joist nails must be driven at a 30° to 45° angle through the joist 

or truss into the header to achieve listed loads. Standard length 

“double shear” nails must be used to achieve listed load 

values. 

• If installing in top mount configuration, field bend top flange over 

header. 

• 16d sinkers (9 gauge x 3 1 /4˝) may be used where 10d common 

are specified with no load reduction. 

W 

JH20 

D 





Uses standard 

length nails 




Steel 

Header Top Face Floor Uplift 1 Floor Uplift 1 

Joist Size Stock No. Ref. No. Gauge W H D B TF Size Qty Qty Type Qty Type Unit 100% 115% 100% 115% 

Lbs 3565 1065 2745 955 

2 4 10d 6 10d 

kN 15.86 4.74 12.21 4.25 

Lbs 3565 1065 3060 955 

2 8 10d 6 10d 

kN 15.86 4.74 13.61 4.25 

JH20 -- -- 18 

Lbs 4750 2415 3375 1715 

2 12 10d 6 10d 

kN 21.13 10.74 15.01 7.63 

Lbs 3770 2415 3375 1715 

-- -- -- -- 14 10d 6 10d 

kN 16.77 10.74 15.01 7.63 



 

4) NAILS: 

red font. 

Header 

Joist 


DF-L 

S-P-F 

Hangers 

102 


Slope/Skew Hangers – LSSH series 


The LSSH series connects rafters to ridge beams in vaulted 

roof structures. This series is field adjustable to meet a 

variety of skew and/or slope applications. Slopes to any pitch 

up to 45° up or down and skews up to 45° right or left. 


Finish: G90 galvanizing; LSSH15-TZ – G-185 

Triple Zinc galvanizing 

Options: LSSH210 and LSSH31 are available in Triple 


LSSH210-TZ. LSSH15 and LSSH210 are 

available in Stainless steel. To order, add SS 

to stock number, as in LSSH210-SS. 

Codes: Factored resistances are derived from data 

submitted to various North American building 

code evaluators and are in accordance with 

CSA O86-09. 



Steps: 

1. Position LSSH connector against plumb-cut end of rafter joist. 

Fasten joist side flanges with 10d (0.148") x 11/2˝ nails. 

Bend seat up to fit against joist bottom and drive 

(1) 10d (0.148") x 11/2˝ nail through bottom seat into rafter 

bottom. Drive (2) 10d (0.148") 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 (0.148" x 3") or 16d (0.162" x 3 1/2˝) 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 outside flange to desired angle. 

4. Hammer outside flange until edge touches header. Fasten 

outside flange to ridge by driving 10d (0.148" x 3") or 

16d (0.162" x 3 1/2˝) nails through nail holes. 

• Web stiffeners are required for all wood I-Joist installations. 

2 

skew to 45˚ 45° maximum 

Slope to 

45˚ up 

or down 

1 

3 & 4 

Typical LSSH179 

installation 

W 2 

Slope to 

45˚ up 

or down 

W 1 

LSSH35 




Header Rafter DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

Rafter USP 

Steel 


Width Stock No. Ref. No. Gauge W1 W2 H Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

SLOPED ONLY HANGERS 

1-1/2 LSSH15-TZ 

LSU26, LSU26Z, 

LSSU28, LSSU28Z 

18 1-9/16 1-3/4 5-1/16 6 10d HDG 7 10d x 1-1/2 HDG 1640 1395 7.30 6.21 1165 995 5.18 4.43 

1-1/2 LSSH210 LSSU210 18 1-9/16 1-3/4 8-13/16 10 10d 7 10d x 1-1/2 2775 2005 12.34 8.92 1970 1425 8.76 6.34 

1-3/4 LSSH179 LSSUI25 18 1-13/16 1-5/8 8-13/16 10 10d 7 10d x 1-1/2 2775 2005 12.34 8.92 1970 1425 8.76 6.34 

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 2620 1845 11.65 8.21 1860 1310 8.27 5.83 

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 2620 1845 11.65 8.21 1860 1310 8.27 5.83 

2-1/2 LSSH25 LSSUH310 16 2-9/16 2-3/4 8-13/16 18 16d 12 10d x 1-1/2 4260 2250 18.95 10.01 3025 1600 13.46 7.12 

2-5/8 LSSH26 -- -- 16 2-11/16 2-5/8 8-13/16 18 16d 12 10d x 1-1/2 4260 2250 18.95 10.01 3025 1600 13.46 7.12 

3 LSSH31 LSSU210-2 16 3-1/8 3-3/4 8-13/16 18 16d 12 10d x 1-1/2 5230 2985 23.27 13.28 3715 2120 16.53 9.43 

3-1/2 LSSH35 LSSU410 16 3-9/16 3-1/2 8-13/16 18 16d 12 10d x 1-1/2 5230 2985 23.27 13.28 3715 2120 16.53 9.43 

SKEWED HANGERS or SLOPED & SKEWED HANGERS 

1-1/2 LSSH15-TZ 



18 1-9/16 1-3/4 5-1/16 6 10d HDG 7 10d x 1-1/2 HDG 1340 1395 5.96 6.21 950 995 4.23 4.43 

1-1/2 LSSH210 LSSU210 18 1-9/16 1-3/4 8-13/16 10 10d 7 10d x 1-1/2 2775 2005 12.34 8.92 1970 1425 8.76 6.34 

1-3/4 LSSH179 LSSUI25 18 1-13/16 1-5/8 8-13/16 10 10d 7 10d x 1-1/2 2775 2005 12.34 8.92 1970 1425 8.76 6.34 

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 2620 1845 11.65 8.21 1860 1310 8.27 5.83 

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 2620 1845 11.65 8.21 1860 1310 8.27 5.83 

2-1/2 LSSH25 LSSUH310 16 2-9/16 2-3/4 8-13/16 14 16d 12 10d x 1-1/2 2985 2250 13.28 10.01 2120 1600 9.43 7.12 

2-5/8 LSSH26 -- -- 16 2-11/16 2-5/8 8-13/16 14 16d 12 10d x 1-1/2 2985 2250 13.28 10.01 2120 1600 9.43 7.12 

3 LSSH31 LSSU210-2 16 3-1/8 3-3/4 8-13/16 14 16d 12 10d x 1-1/2 3145 2985 13.99 13.28 2235 2120 9.94 9.43 

3-1/2 LSSH35 LSSU410 16 3-9/16 3-1/2 8-13/16 14 16d 12 10d x 1-1/2 3145 2985 13.99 13.28 2235 2120 9.94 9.43 



3) NAILS: 

red font. 

W2 

W1 

W2 

LSSH210 

3˝ 

H 

W2 

3˝ 

H 

Hangers 



Skewed 45° Hangers – SKH & SKHH series 

SKH – Standard 45° skew hanger allows for a 40° to 50° skew range, without hanger 

modification. 

SKHH – For heavier applications. 


Finish: G90 galvanizing; SKH26L/R-GC & SKH210L/R-GC – Gold Coat 

Options: S KH26L/R, SKH28L/R, SKH210L/R, SKH210L/R-2, SKHH210L/R-2, 

SKHH210L/R-2IF, SKHH410L/R, SKHH410L/RIF, SKHH414L/RIF, 

SKHH46L/R & SKHH46L/RIF are available in Triple Zinc. To order, 

add TZ to stock number, as in SKH26L-TZ. 

SKH26L/R & SKH210L/R are available in Stainless Steel. To order, 

add SS to stock number, as in SKH26L-SS. 





• The hangers listed are for standard sizes and will accommodate a 40° to 50° 

skew range. 

• 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. 

SKH26L 

Left skew 

SKH26R 

Right skew 

Typical SKH26L 

installation 

Left skew 


Right skew 

Drive nails 

at angle 

Left skew 

Typical SKH2520R-2 

staggered I-Joist installation 

Right skew 

Hangers 



Header Joist 

Beam / 


Steel 


Joist Size 

Stock No. Ref. No. Gauge W H D Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

2 x 4 SKH24L/R SUR/L24 16 1-9/16 3-1/4 1-7/8 4 16d 4 10d x 1-1/2 825 1055 3.67 4.69 585 750 2.60 3.34 

2 x 6 - 8 SKH26L/R SUR/L26 6 16d 6 10d x 1-1/2 1445 2530 6.43 11.25 1025 1795 4.56 7.98 

16 1-9/16 5-1/4 1-7/8 

SKH26L/R-GC -- -- 6 N16C-GC 6 N10-GC 1445 2530 6.43 11.25 1025 1795 4.56 7.98 

2 x 8 - 10 - 12 SKH28L/R -- -- 16 1-9/16 7-1/4 1-7/8 10 16d 8 10d x 1-1/2 2375 2530 10.56 11.25 1685 1795 7.50 7.98 

SUR/L210, 

SKH210L/R 

2 x 10 - 12 - 14 SUR/L214 

16 1-9/16 9-1/4 1-7/8 

14 16d 10 10d x 1-1/2 2905 2910 12.92 12.94 2065 2065 9.19 9.19 

SKH210L/R-GC -- -- 14 N16C-GC 10 N10-GC 2905 2910 12.92 12.94 2065 2065 9.19 9.19 

1 3/4 x 9-1/4 - 14 SKH1720L/R SUR/L1.81/9 16 1-13/16 9-1/8 1-7/8 14 10d 10 10d x 1-1/2 3515 2910 15.64 12.94 2495 2065 11.10 9.19 

1-3/4 x 11-1/4 - 18 SKH1724L/R 

SUR/L1.81/11, 

SUR/L1.81/14 

16 1-13/16 11-1/8 1-7/8 16 10d 10 10d x 1-1/2 4740 2910 21.09 12.94 3365 2065 14.97 9.19 

2 - 2-1/8 x 9-1/4 - 14 SKH2020L/R 

SUR/L2.06/9, 

SUR/L2.1/9 

16 2-1/8 9 1-7/8 14 10d 10 10d x 1-1/2 2175 2910 9.68 12.94 1545 2065 6.87 9.19 

2 - 2-1/8 x 11-1/4 - 18 SKH2024L/R 

SUR/L2.06/11, 

SUR/L2.1/11 

16 2-1/8 11 1-7/8 16 10d 10 10d x 1-1/2 4740 2910 21.09 12.94 3365 2065 14.97 9.19 

2-1/4 - 2-5/16 x 

9-1/4 - 14 

SKH2320L/R SUR/L2.37/9 16 2-3/8 8-7/8 1-7/8 14 10d 10 10d x 1-1/2 2175 2910 9.68 12.94 1545 2065 6.87 9.19 

2-1/4 - 2-5/16 x 

SUR/L2.37/11, 

SKH2324L/R 

11-1/4 - 18 

SUR/L2.37/14 

16 2-3/8 10-7/8 1-7/8 16 10d 10 10d x 1-1/2 4740 2910 21.09 12.94 3365 2065 14.97 9.19 

3 x 6 - 8 SKH36L/R -- -- 16 2-9/16 4-3/4 1-3/8 6 16d 6 10d x 1-1/2 1490 2530 6.63 11.25 1060 1795 4.72 7.98 

3 x 8 - 10 - 12 SKH38L/R -- -- 16 2-9/16 6-3/4 1-3/8 10 16d 8 10d x 1-1/2 2565 2530 11.41 11.25 1820 1795 8.10 7.98 

3 x 10 - 12 - 14 SKH310L/R -- -- 16 2-9/16 8-3/4 1-3/8 14 16d 10 10d x 1-1/2 3265 2910 14.52 12.94 2320 2065 10.32 9.19 

3 x 12 - 14 - 16 SKH312L/R -- -- 16 2-9/16 10-3/4 1-3/8 16 16d 10 10d x 1-1/2 3630 2910 16.15 12.94 2575 2065 11.45 9.19 

2-1/2 x 9-1/4 - 14 SKH2520L/R SUR/L2.56/9 16 2-9/16 8-5/8 1-7/8 14 10d 10 10d x 1-1/2 3265 2910 14.52 12.94 2320 2065 10.32 9.19 

2-1/2 x 11-1/4 - 16 SKH2524L/R 

SUR/L2.56/11, 

SUR/L2.56/14 

16 2-9/16 10-3/4 1-7/8 16 10d 10 10d x 1-1/2 3265 2910 14.52 12.94 2320 2065 10.32 9.19 

2-5/8 x 9-1/4 - 14 SKH2620L/R -- -- 16 2-11/16 8-11/16 1-7/8 14 10d 10 10d x 1-1/2 3265 2910 14.52 12.94 2320 2065 10.32 9.19 

2-5/8 x 11-1/4 - 16 SKH2624L/R -- -- 16 2-11/16 10-11/16 1-7/8 16 10d 10 10d x 1-1/2 3265 2910 14.52 12.94 2320 2065 10.32 9.19 



3) NAILS: 

DF-L (Lbs) 


DF-L (kN) 

S-P-F (Lbs) 

S-P-F (kN) 


104 


SKH210L/R 14 16d 10 10d x 1-1/2 2905 2910 12.92 12.94 2065 2065 9.19 9.19 

2 x 10 - 12 - 14 16 1-9/16 9-1/4 1-7/8 

1-3/4 x 11-1/4 - 18 SKH1724L/R 

16 1-13/16 11-1/8 1-7/8 16 10d 10 10d x 1-1/2 4740 2910 21.09 12.94 3365 2065 14.97 9.19 

SUR/L1.81/14 

Skewed 45° Hangers – SKH & SKHH series continued 

2 - 2-1/8 x 9-1/4 - 14 SKH2020L/R 16 2-1/8 9 1-7/8 14 10d 10 10d x 1-1/2 2175 2910 9.68 12.94 1545 2065 6.87 9.19 

2 - 2-1/8 x 11-1/4 - 18 SKH2024L/R 16 2-1/8 11 1-7/8 16 10d 10 10d x 1-1/2 4740 2910 21.09 12.94 3365 2065 14.97 9.19 

SKH2320L/R SUR/L2.37/9 16 2-3/8 8-7/8 1-7/8 14 10d 10 10d x 1-1/2 2175 2910 9.68 12.94 1545 2065 6.87 9.19 

SKH2324L/R 16 2-3/8 10-7/8 1-7/8 16 10d 10 10d x 1-1/2 4740 2910 21.09 12.94 3365 2065 14.97 9.19 

H H 

H H 

H 

2-1/2 x 11-1/4 - 16 SKH2524L/R 

D 

W 

SKH210L 

SUR/L2.56/14 

D 

16 2-9/16 10-3/4 1-7/8 16 10d 10 10d x 1-1/2 3265 2910 14.52 12.94 2320 2065 10.32 9.19 

D 

W 

W 

W 

W D 

SKH210R SKHH210L 

SKHH210L-2 SKH2520R-2 

D 





Header 

Joist DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

Beam / 


Steel 


Joist Size 

Stock No. Ref. No. Gauge W H D Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

(2) 2 x 6 - 8 SKH26L/R-2 * SUR/L26-2 16 3-1/16 4-1/2 1-3/8 6 16d 6 10d 1795 2530 7.98 11.25 1275 1795 5.67 7.98 

(2) 2 x 8 - 10 - 12 SKH28L/R-2 * -- -- 16 3-1/16 6-1/2 1-3/8 10 16d 8 10d 3920 2530 17.44 11.25 2785 1795 12.39 7.98 

(2) 2 x 10 - 12 - 14 SKH210L/R-2 * SUR/L210-2 16 3-1/16 8-1/2 1-3/8 14 16d 10 10d 5065 3565 22.53 15.86 3595 2530 15.99 11.25 

(2) 2 x 12 - 14 - 16 SKH212L/R-2 * SUR/L214-2 16 3-1/16 10-1/2 1-3/8 16 16d 10 10d 4930 3565 21.90 15.90 3500 2530 15.60 11.25 

3-1/2 x 8 - 14 SKH410L/R * SUR/L410 14 3-9/16 8-1/2 2-1/2 16 16d 10 16d 3690 3560 16.41 15.84 2620 2530 11.65 11.25 

3-1/2 x 12 - 18 SKH414L/R * SUR/L414 14 3-9/16 12-1/2 2-1/2 22 16d 10 16d 7405 3560 32.94 15.84 5260 2530 23.40 11.25 

4 x 6 - 8 SKH46L/R * SUR/L46 14 3-9/16 4-3/4 2-1/2 10 16d 6 16d 2575 2530 11.45 11.25 1830 1795 8.14 7.98 

4 x 10 - 12 - 14 SKH410L/R * SUR/L410 14 3-9/16 8-1/2 2-1/2 16 16d 10 16d 3690 3560 16.41 15.84 2620 2530 11.65 11.25 

4 x 14 - 16 - 18 SKH414L/R * SUR/L414 14 3-9/16 12-1/2 2-1/2 22 16d 10 16d 7405 3560 32.94 15.84 5260 2530 23.40 11.25 

(2) 2 - 2-1/8 x 

HSUR/L4.12/9, 

SKH2020L/R-2 * 

9-1/4 - 14 

HSUR/L4.28/9 

14 4-3/16 9-1/4 3-1/2 14 10d 10 10d 5430 3565 24.15 15.86 3855 2530 17.15 11.25 

(2) 2 - 2-1/8 x 

11-1/4 - 18 

SKH2024L/R-2 * 

HSUR/L4.12/11, 

HSUR/L4.12/14, 

HSUR/L4.12/16, 

HSUR/L4.28/11 

14 4-3/16 11-1/4 3-1/2 16 10d 10 10d 5055 3560 22.49 15.84 3590 2530 15.97 11.25 

(2) 2-5/16 x 9-1/4 - 14 SKH2320L/R-2 * HSUR/L4.75/9 14 4-7/8 9-1/4 3-1/2 14 10d 10 10d 5430 3565 24.15 15.86 3855 2530 17.15 11.25 

(2) 2-5/16 x 

11-1/4 - 18 

SKH2324L/R-2 * 

HSUR/L4.75/11, 

HSUR/L4.75/14, 

HSUR/L4.75/16 

14 4-7/8 11-1/4 3-1/2 16 10d 10 10d 5055 3560 22.49 15.84 3590 2530 15.97 11.25 

(2) 2-1/2 x 9-1/4 - 14 SKH2520L/R-2 * HSUR/L5.12/9 14 5-1/8 9-1/4 3-1/2 14 10d 10 10d 5430 3565 24.15 15.86 3855 2530 17.15 11.25 

HSUR/L5.12/11, 

(2) 2-1/2 x 11-1/4 - 16 SKH2524L/R-2 * HSUR/L5.12/14, 14 5-1/8 11-1/4 3-1/2 16 10d 10 10d 5055 3560 22.49 15.84 3590 2530 15.97 11.25 

HSUR/L5.12/16 

2 x 6 - 8 SKHH26L/R -- -- 14 1-5/8 5-1/8 3-1/4 18 16d 12 10d x 1-1/2 2195 2370 9.76 10.54 1880 2045 8.36 9.10 

2 x 8 - 10 - 12 SKHH28L/R -- -- 14 1-5/8 7 3-1/4 26 16d 16 10d x 1-1/2 3170 3155 14.10 14.03 2720 2730 12.10 12.14 

2 x 10 - 12 - 14 SKHH210L/R -- -- 14 1-5/8 9 4-1/4 34 16d 20 10d x 1-1/2 4140 3940 18.42 17.53 3555 3410 15.81 15.17 

(2) 2 x 6 - 8 

SKHH26L/R-2 HSUR/L26-2 14 3-1/16 5-1/4 2 12 16d 4 16d x 2-1/2 2435 935 10.83 4.16 2090 805 9.30 3.58 

SKHH26L/R-2IF HSUR/LC26-2 14 3-1/16 5-1/4 2 12 16d 4 16d x 2-1/2 2435 935 10.83 4.16 2090 805 9.30 3.58 

HSUR/L210-2, 

SKHH210L/R-2 

(2) 2 x 10 - 12 - 14 

HSUR/L214-2 

14 3-1/16 8-1/2 2 20 16d 6 16d x 2-1/2 4060 1400 18.06 6.23 3485 1200 15.50 5.34 

SKHH210L/R-2IF HSUR/LC210-2 14 3-1/16 8-1/2 2 20 16d 6 16d x 2-1/2 4060 1400 18.06 6.23 3485 1200 15.50 5.34 

4 x 6 - 8 

4 x 10 - 12 - 14 

4 x 14 - 16 - 18 

SKHH46L/R 

SKHH410L/R 

SKHH414L/R 

HSUR/L46 

HSUR/L410 

HSUR/L414 

14 

14 

14 

3-9/16 

3-9/16 

3-9/16 

5-1/4 

8-1/2 

12-1/2 

2-1/2 

2-1/2 

2-1/2 

12 

20 

26 

16d 

16d 

16d 

6 

10 

10 

16d 

16d 

16d 

2435 

4060 

5280 

1400 

2335 

2335 

10.83 

18.06 

23.49 

6.23 

10.39 

10.39 

2090 

3485 

4530 

1200 

2005 

2005 

9.30 

15.50 

20.15 

5.34 

8.92 

8.92 

SKHH46L/RIF 

SKHH410L/RIF 

SKHH414L/RIF 

HSUR/LC46 

HSUR/LC410 

HSUR/LC414 

14 

14 

14 

3-9/16 

3-9/16 

3-9/16 

5-1/4 

8-1/2 

12-1/2 

2-1/2 

2-1/2 

2-1/2 

12 

20 

26 

16d 

16d 

16d 

6 

10 

10 

16d 

16d 

16d 

2435 

4060 

5280 

1400 

2335 

2335 

10.83 

18.06 

23.49 

6.23 

10.39 

10.39 

2090 

3485 

4530 

1200 

2005 

2005 

9.30 

15.50 

20.15 

5.34 

8.92 

8.92 



3) NAILS: 

 

red font. 

Light Slope Hangers – LS series 

The LS hanger slopes from 0° to 30° down (0 to 7:12 pitch down). 







• The LS can be field adjusted to slopes from 0° to 30° down. 



Header 

W 


LS268 


Steel 


Joist Size Stock No. Ref. No. Gauge W H Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

2 x 6 - 8 

LS268 -- -- 18 1-9/16 5-1/2 7 16d 7 10d x 1-1/2 1370 840 6.09 3.74 1180 720 5.25 3.20 

LS210 -- -- 18 1-9/16 7-7/8 9 16d 9 10d x 1-1/2 1765 1290 7.85 5.74 1520 1110 6.76 4.94 



3) A tie strap is required for all installations when sloped down at 7/12 to 12/12 pitch - use LSTA24 with (4) 10d x 1-1/2 nails per end. 

4) NAILS: 

Joist 

DF-L (Lbs) 

DF-L (kN) 

S-P-F (Lbs) 



3˝ 

H 

S-P-F (kN) 

Typical LS268 

installation 

Hangers

Heavy-Duty Welded Universal Hangers – HWUH series 

Versatile heavy-duty top flange hanger attaches to both 

wood and masonry. Unique design allows builders to use 

one style hanger on the job when the structure has a 

variety of support materials. 

Materials: Top Flange – 1/4˝ steel; Stirrup – 7 gauge 


Options: See Specialty Options Chart on page 107. 






• 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 concrete 

tie beams and grout-filled CMU walls. 

• Alternate installation – Use (2) 1/2˝ x 4˝ Powers 

Fasteners Wedge-Bolts ® or equal for loads up to 2,400 lbs. 

when attaching to CMU. Loads shall not exceed table loads. 

NEW 

10˝ 

3 1 /2˝ 

3 1 /2˝ 

H 

W 

3 1 /2˝ 

HWUH410 

Typical HWUH410 

wood-to-wood installation 

Typical HWUH410 

wood-to-masonry installation 


Hangers 

Beam/ 

Joist Size 


Stock No. 

2 x 4 - 6 HWUH26 -- -- 1-5/8 

2 x 8 HWUH28 -- -- 

2 x 10 

HWUH210 -- -- 

2 x 12 HWUH212 -- -- 

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 




Header 



Ref. No. W H Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

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 

3-1/8 

3-1/8 

3-1/8 

3-1/8 

5-3/8 

7-1/8 

9-1/8 

11 

13 

16 

5-3/8 

7-1/8 

9-1/8 

11 

13 

16 

5-3/8 

7-1/8 

9-1/8 

11 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

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 x 1-1/2 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

6700 

6700 

6700 

6700 

6700 

6700 

6700 

6700 

6700 

6700 

6700 

6700 

6700 

6700 

6700 

6700 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

29.80 

29.80 

29.80 

29.80 

29.80 

29.80 

29.80 

29.80 

29.80 

29.80 

29.80 

29.80 

29.80 

29.80 

29.80 

29.80 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

4760 

4760 

4760 

4760 

4760 

4760 

4760 

4760 

4760 

4760 

4760 

4760 

4760 

4760 

4760 

4760 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

21.17 

21.17 

21.17 

21.17 

21.17 

21.17 

21.17 

21.17 

21.17 

21.17 

21.17 

21.17 

21.17 

21.17 

21.17 

21.17 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

1/2 x 6 Emb. J-Bolt 
















4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

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 x 1-1/2 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

HWUH316 -- -- 2-5/8 

(2) 2 x 6 HWUH26-2 -- -- 

(2) 2 x 8 HWUH28-2 -- -- 

(2) 2 x 10 HWUH210-2 -- -- 

(2) 2 x 12 HWUH212-2 -- -- 



3) NAILS: 

red font. 


106 


Heavy-Duty Welded Universal Hangers – HWUH series cont. 





Header 




Joist Size Stock No. Ref. No. W H Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

(2) 2 x 14 HWUH214-2 

(2) 2 x 16 HWUH216-2 

-- -- 

-- -- 

3-1/8 

3-1/8 

13 

16 

6 

6 

10d 

10d 

4 

4 

10d 

10d 

6700 

6700 

1240 

1240 

29.80 

29.80 

5.52 

5.52 

4760 

4760 

1090 

1090 

21.17 

21.17 

4.85 

4.85 

2 

2 



4 

4 

10d 

10d 

5010 

5010 

2035 

2035 

22.29 

22.29 

9.05 

9.05 

3555 

3555 

1445 

1445 

15.81 

15.81 

6.43 

6.43 

4 x 6 

4 x 8 

4 x 10 

4 x 12 

4 x 14 

4 x 16 

6 x 6 

6 x 8 

6 x 10 

6 x 12 

6 x 14 

6 x 16 

8 x 6 

8 x 8 

8 x 10 

8 x 12 

8 x 14 

8 x 16 

HWUH46 

HWUH48 

HWUH410 

HWUH412 

HWUH414 

HWUH416 

HWUH66 

HWUH68 

HWUH610 

HWUH612 

HWUH614 

HWUH616 

HWUH86 

HWUH88 

HWUH810 

HWUH812 

HWUH814 

HWUH816 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

3-9/16 

3-9/16 

3-9/16 

3-9/16 

3-9/16 

3-9/16 

5-1/2 

5-1/2 

5-1/2 

5-1/2 

5-1/2 

5-1/2 

7-1/2 

7-1/2 

7-1/2 

7-1/2 

7-1/2 

7-1/2 

5-3/8 

7-1/8 

9-1/8 

11 

13 

16 

5-3/8 

7-1/8 

9-1/8 

11 

13 

16 

5-3/8 

7-1/8 

9-1/8 

11 

13 

16 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

6 

NA21 

NA21 

NA21 

NA21 

NA21 

NA21 

NA21 

NA21 

NA21 

NA21 

NA21 

NA21 

NA21 

NA21 

NA21 

NA21 

NA21 

NA21 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

8625 

8625 

8625 

8625 

8625 

8625 

8625 

8625 

8625 

8625 

8625 

8625 

8625 

8625 

8625 

8625 

8625 

8625 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

1240 

38.37 

38.37 

38.37 

38.37 

38.37 

38.37 

38.37 

38.37 

38.37 

38.37 

38.37 

38.37 

38.37 

38.37 

38.37 

38.37 

38.37 

38.37 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

5.52 

6125 

6125 

6125 

6125 

6125 

6125 

6125 

6125 

6125 

6125 

6125 

6125 

6125 

6125 

6125 

6125 

6125 

6125 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

1090 

27.25 

27.25 

27.25 

27.25 

27.25 

27.25 

27.25 

27.25 

27.25 

27.25 

27.25 

27.25 

27.25 

27.25 

27.25 

27.25 

27.25 

27.25 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

4.85 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 

2 



















4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

4 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

10d 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

5010 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

2035 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

22.29 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

9.05 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

3555 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

1445 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

15.81 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 

6.43 



3) NAILS: 

red font. 


Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Top Flange Offset Saddle 

Range 

 

Factored 

Resistance 

Ordering 

 

SK, 

(R) (L), 

 

 

 

SL, 

(U) (D), 

 

 

 

 

 

 

 

 

Hanger Width 

 

 

 

% of table load: 

 

 

 

OS, 

(R) (L), 

 

 

 

 

SA, 

 

 

 

Hangers 



Masonry Hangers – MPH series 

These hangers are designed to support standard lumber joists, 

I-Joists, or beams. Easy installation into concrete block walls makes the 

MPH an attractive alternative to fabricating seats in masonry (or 

attaching ledgers) to support joists or beams. 

Install with (2) 16d 

duplex nails in 

grouted cells 




rough/full size lumber. See Specialty Options 

Chart. 





• 16d duplex nails are not supplied with MPH hangers. 

• Place hanger into position on top of concrete block. Install (2) 16d duplex 

nails (8 gauge or 0.162˝ dia. x 31⁄2˝ double head) through the top flange 

nail holes. Then continue laying the next course of block. 

• A minimum of one course shall be laid over hanger top flange and one 

course below hanger top flange. Courses adjacent to the top flange shall 

be subsequently grouted. 

• These products do not provide uplift resistance. 

Install with (2) 16d 

duplex nails in 

grouted cells 

Typical MPH 

single ply installation 


Hangers 


Fastener Schedule 2,4 Factored Resistance (100%) 1 


Steel 

Vertical Vertical 

Joist Size Stock No. Ref. No. Gauge W H L Qty Type Qty Type Lbs kN Lbs kN 

2 x 10 MPH210 WM210 12 1-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 3745 16.66 3220 14.32 




(2) 2 x 10 MPH210-2 WM210-2 12 3-1/8 9-1/4 7 2 16d duplex 2 10d 6165 27.42 5300 23.58 








4 x 10 MPH410 WM410 12 3-9/16 9-1/4 7 2 16d duplex 2 10d 6165 27.42 5300 23.58 





Glulam Sizes 

3-1/8 x glulam MPH325 -- -- 12 3-1/4 specify 7 2 16d duplex 2 10d 6165 27.42 5300 23.58 

5-1/8 x glulam MPH525 -- -- 12 5-1/4 specify 7 2 16d duplex 2 10d 6165 27.42 5300 23.58 

1) Masonry compressive strength shall be minimum 1500 psi. 


3) "Specify" denotes the required supported beam height that must be specified at the time of ordering. 

4) NAILS: 

double headed nails and shall be installed in grouted cells in accordance to manufacturer's installation specifications. 


Option Skewed 1 Sloped Seat 2 Sloped / Skewed 1,2 Top Flange Offset 

Range 

 

Hanger Width % of table value: 

Factored 

60% 

 

Resistance 

75% 

85% 

Ordering 

SK, 

(R) (L), 

 

 

SL, 

(U) (D), 

 

 

Block 

 

 

 

 

Joist 

DF-L 

OS, 

(R) (L), 

 

 

S-P-F 

Typical MPH 

double ply installation 

W 

MPH 

L 

H 

3 3 /4˝ 

2 1 /2˝ 

108 


UNIVERSAL MASONRY HANGERS – UMH SERIES 

A versatile solution for hanging beams from masonry walls. 

Face mount design allows hanger to be used with beam 

heights from 16˝ to 24˝. Available in a variety of widths 

for solid sawn, glulam, or engineered lumber beams. 

Materials: 1/4˝ steel 


Codes: Load values derived from data submitted to various 


NEW 

5 1 /4˝ Min. 

edge distance 

2 3 /4˝ bolts. 

(see footnote 2) 

Bond beam with 

(1) #5 rebar continuous 




• Fully grouted and reinforced concrete block or cast-in-place 

concrete with a minimum of (1) #5 rebar continuous to 

footing with standard hook at bolt locations. 

• Minimum joist bearing length is 31/2˝. 

Typical UMH 

installation 

3 1 /2˝ Min. 

joist bearing 

15 1/2˝ 

5˝ 

W 

UMH 



Header 2,3 Joist 4,5 Cast-in-Place Cast-in-Place 

Masonry (Lbs) Masonry (kN) 

Concrete (Lbs) Concrete (Lbs) 

2500 psi 2500 psi 

3000 psi 3000 psi 


Steel W Bolt 

Wood 


Stock No. Ref. No. Gauge (in) Qty Dia. (in) Qty Type Species 100% 115% 100% 115% 100% 115% 100% 115% 

UMH358 

 

DF-L 11875 8205 52.82 36.50 11875 8205 52.82 36.50 

3 3-5/8 2 3/4 16 16d 

 

S-P-F 8430 5825 37.50 25.91 8430 5825 37.50 25.91 

UMH458 

UMH538 

-- -- 

-- -- 

3 

3 

4-5/8 

5-3/8 

2 

2 

3/4 

3/4 

16 

16 

16d 

16d 

DF-L 

DF-L 

11875 

11875 

8205 

8205 

52.82 

52.82 

36.50 

36.50 

11875 

11875 

8205 

8205 

52.82 

52.82 

36.50 

36.50 

S-P-F 

S-P-F 

8430 

8430 

5825 

5825 

37.50 

37.50 

25.91 

25.91 

8430 

8430 

5825 

5825 

37.50 

37.50 

25.91 

25.91 

UMH558 

 

DF-L 11875 8205 52.82 36.50 11875 8205 52.82 36.50 

3 5-5/8 2 3/4 16 16d 

 

S-P-F 8430 5825 37.50 25.91 8430 5825 37.50 25.91 

UMH718 -- -- 3 7-1/8 2 3/4 16 16d 

DF-L 11875 8205 52.82 36.50 11875 8205 52.82 36.50 

S-P-F 8430 5825 37.50 25.91 8430 5825 37.50 25.91 


 

 

 

 

5) NAILS: 

red font. 

Hangers 



PANEL HANGERS – FHD26 

FHD – Straddles the header and receives a joist from both sides. 





• In panelized construction, installers are allowed to nail through 

both the sheathing and the hanger top flange with (1) 10d nail. 

The nail should be centered in the top flange and be no closer 

than 1/4˝ from the back or front edge of the top flange. 

NEW 




Header 

Joist 

DF-L 

S-P-F 

Joist USP 

Steel 

Top Face Uplift 2 Uplift 2 

Size Stock No. Ref. No. Gauge W H D TF 4 Qty Qty Type Qty Type Unit 100% 115% 100% 115% 

Lbs 1575 335 1120 235 

FHD26 -- -- 18 5-3/8 1-1/2 specify 2 2 2 10d x 1-1/2 

kN 7.01 1.49 4.98 1.05 

1) Loads listed are per side. 



4) "Specify" denotes the required top flange width that must be specified at the time of ordering. 

5) NAILS: 

 


PURLIN HANGERS – JPF SERIES 

W 

3 3 /4˝ 

H 

D 

FHD 

TF 




Options: JPF24 and JPF26 are available 

in Triple Zinc. To order, add TZ to 

stock number, as in JPF24-TZ. 

Codes: Load values are derived from 

data submitted to various North 



• Use all specified fasteners. See Product Notes, page 

10. 

• Diamond holes allow optional header nailing. 

• Joist nails must be driven at a 30° to 45° angle 

through the purlin into the header to achieve listed 

loads. Standard length “double shear” nails must 

be used to achieve listed load values. 

• 16d sinkers (9 gauge x 3 1/4˝) may be used where 

10d commons are specified with no load reduction. 

Raised 

dimple allows 

30º to 45˚ 

nailing 

Typical JPF24 

installation 

W 1 1/2˝ 

JPF24 

NEW 

H 

TF 

Typical JPF24 

back-to-back installation 

Double shear nail 

design features 

fewer nails and 


Uses standard 

length nails 

Hangers 

Purlin 

Size 


Stock No. 

JPF24 

JPF26 PF26 20 



Header 2 Joist DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

Steel 

Top Face Floor Uplift 1 Floor Uplift 1 Floor Uplift 1 Floor Uplift 1 

Ref. No. Gauge W H TF Qty Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

PF24 20 1-9/16 

1-9/16 

3-3/8 

5-3/8 

1-1/16 

1-1/16 

2 

2 

-- -- 

-- -- 

10d 

10d 

2 

2 

10d 

10d 

1755 

1755 

675 

675 

7.81 

7.81 

3.00 

3.00 

1245 

1245 

480 

480 

5.54 

5.54 

2.14 

2.14 

2 

2 

2 

2 

10d 

10d 

2 

2 

10d 

10d 

1995 

1995 

890 

890 

8.87 

8.87 

3.96 

3.96 

1420 

1420 

630 

630 

6.32 

6.32 

2.80 

2.80 


2) JPF cannot be used back to back on a single ply header when optional nailing is used. 


4) NAILS: 


110 


UNDERSADDLE HANGERS – TUS & DTUS SERIES 

TUS – For a single ply purlin. 

DTUS – For a single ply purlin with a 2-ply saddle dimension. 

Uplift 






• Attachs with standard 11/2˝ joist hanger nails that can be 

installed with a positive placement nail gun or be 

hand driven. 

• Other 1-1/2˝ fasteners with a shear value equal or greater 

than a 10d nail may be used. 

NEW 

Typical TUS24 

installation 

F2 

F2 

Typical DTUS24 

installation 

Bottom 

View 

H 

H 

W 

TUS24S 

W 

3¼" 

DTUS24 

W 

H 

W 

TUS24 

W 

Joist Size 

2 x 4 - 6 

 

2 x 4 - 6 

saddle 

2 x 4 - 6 

saddle 


Stock No. 

TUS24S 

TUS24 

DTUS24 


Fastener Schedule 2,3 Factored Resistance 1 

Header 

Joist 

DF-L (Lbs) 

S-P-F (Lbs) 

Steel 

Qty 

Qty 

Download Uplift 1 F2 Download Uplift 1 F2 

Ref. No. Gauge W H Face Bottom Type Face Bottom Type Unit 100% 115% 115% 100% 115% 115% 

-- -- 

-- -- 

-- -- 

20 

20 

20 

1-9/16 

1-9/16 

1-9/16 

3 

3 

3 

4 

4 

4 

1 

1 

1 

8d x 1-1/2 

10d x 1-1/2 

LL915 

8d x 1-1/2 

10d x 1-1/2 

LL915 

8d x 1-1/2 

10d x 1-1/2 

LL915 

4 

4 

4 

1 

1 

1 

8d x 1-1/2 

10d x 1-1/2 

LL915 

8d x 1-1/2 

10d x 1-1/2 

LL915 

8d x 1-1/2 

10d x 1-1/2 

LL915 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

Lbs 

980 

980 

980 

980 

980 

980 

980 

980 

980 

955 

955 

955 

955 

955 

955 

955 

955 

955 

385 

385 

385 

1120 

1120 

1120 

1120 

1120 

1120 

695 

695 

695 

695 

695 

695 

695 

695 

695 

680 

680 

680 

680 

680 

680 

680 

680 

680 

275 

275 

275 

795 

795 

795 

795 

795 

795 

kN 

kN 

kN 

kN 

kN 

kN 

kN 

kN 

kN 

4.36 

4.36 

4.36 

4.36 

4.36 

4.36 

4.36 

4.36 

4.36 

4.25 

4.25 

4.25 

4.25 

4.25 

4.25 

4.25 

4.25 

4.25 

1.71 

1.71 

1.71 

4.98 

4.98 

4.98 

4.98 

4.98 

4.98 

3.09 

3.09 

3.09 

3.09 

3.09 

3.09 

3.09 

3.09 

3.09 

3.02 

3.02 

3.02 

3.02 

3.02 

3.02 

3.02 

3.02 

3.02 

1.22 

1.22 

1.22 

3.54 

3.54 

3.54 

3.54 

3.54 

3.54 



3) NAILS: 

red font. 



Hangers

Purlin Hangers – JDS series 




data ubmitted to various North 




• Joist nails must be driven at a 30° to 45° angle through the 

purlin into the header to achieve listed loads. Standard length 

“double shear” nails must be used to achieve listed load 

values. 

1 3 /4˝ 

Header 

Top opening of 

starburst prong 

provides a 

witness hole 

Typical JDS26 

installation 

NEW 

H 

TF 

W 

JDS24S 

H 

TF 

W 

Raised dimple 

allows 30˚ to 

45˚ nailing 

Starburst prong 

for temporary 

attachment to 

truss 


Typical JDS24S 

installation 

JDS26-175 

installation 

JDS26-175 

JDS26 

(JDS24 similar) 

Raised dimple 

allows 30˚ to 

45˚ nailing 

Double shear nail 

design features 

fewer nails and 


Uses standard 

length nails 

Hangers 

Purlin 

Size 

2 x 4 

 

2 x 6 

 

2 x 4 

saddle 

2 x 6 

saddle 




Header Each Purlin DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 


Steel 

Top Face Vertical Uplift 1 Vertical Uplift 1 Vertical Uplift 1 Vertical Uplift 1 

Stock No. Ref. No. Gauge W H TF Qty Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

JDS24S Min 1 2 10d x 1-1/2 2 10d x 1-1/2 785 340 3.49 1.51 560 245 2.49 1.09 

PF24A 18 1-9/16 3-1/2 3/4 

JDS24S Max 2 -- -- 10d x 1-1/2 2 10d 945 640 4.20 2.85 670 455 2.98 2.02 

JDS26S Min 1 2 10d x 1-1/2 4 10d x 1-1/2 905 665 4.03 2.96 640 470 2.85 2.09 

PF26A 18 1-9/16 5-1/2 3/4 

JDS26S Max 2 -- -- 10d x 1-1/2 4 10d 1365 730 6.07 3.25 970 520 4.31 2.31 

JDS24 Min 2 4 10d x 1-1/2 2 10d x 1-1/2 1575 685 7.01 3.05 1120 485 4.98 2.16 

PFD24 18 1-9/16 3-1/2 1-9/16 

JDS24 Max 4 -- -- 10d x 1-1/2 2 10d 1890 1285 8.41 5.72 1340 910 5.96 4.05 

JDS26-175 -- -- 18 1-9/16 5-7/16 1-3/4 2 4 10d x 1-1/2 4 10d x 1-1/2 1805 1330 8.03 5.92 1280 945 5.69 4.20 

JDS26 Min 2 4 10d x 1-1/2 4 10d x 1-1/2 1805 1330 8.03 5.92 1280 945 5.69 4.20 

PFD26 18 1-9/16 5-1/2 1-9/16 

JDS26 Max 4 -- -- 10d x 1-1/2 4 10d 2735 1465 12.17 6.52 1940 1040 8.63 4.63 



3) NAILS: 

red font. 

112 


EWP Hangers 


EWP Hanger Selector Guide 

Hanger 

Type 

Face 

Mount 

Top 

Mount 

Glulam 

Slope / Skew 


Series 

THF 

Face Mount 

Top Mount 

Skewed 

Sloped 

Formed 

Welded 

I-Joist 

Supported Member 

LVL, LSL, PSL 

Truss 

Supporting Member 

Glulam 


I-Joist 

LVL, LSL, PSL 

Truss 

Glulam 

Masonry 

Steel 

Gauge 

18 3,050 - 5,240 3,050 - 5,240 2,166 - 3,720 -- -- 

16 3,310 - 6,855 3,310 - 6,855 2,350 - 4,867 -- -- 

12 5,420 - 6,735 5,420 - 6,735 3,848 - 4,782 -- -- 

HUS 16 9,025 9,025 6,408 -- -- 

HD 14 4,545 - 7,215 4,545 - 7,215 3,225 - 5,123 -- -- 

HDQ-IF 14 5,315 - 8,460 5,315 - 8,460 3,775 - 6,005 -- -- 

THD 

14 11,540 11,540 8,193 -- -- 

12 12,455 - 13,785 12,455 - 13,785 8,843 - 9,787 -- -- 

THDH 12 13,190 - 18,810 13,190 - 18,810 9,365 - 13,355 -- -- 

TFL 18 2,370 2,495 1,771 -- -- 

THO 

18 1,935 - 3,910 1,645 - 4,450 1,170 - 3,160 -- -- 

16 1,485 - 3,355 1,690 - 4,820 1,200 - 3,425 -- -- 

12 3,355 - 5,090 6,005 - 9,500 4,265 - 6,745 -- -- 

TFI 16 3,685 - 4,675 4,190 - 5,315 2,975 - 3,775 -- -- 

BPH 12 4,415 - 5,300 3,780 - 5,055 2,865 - 4,725 -- -- 

MPH 12 -- -- -- -- -- -- 3,745 - 6,165 

PHM 

7 - Top Flange, 

10 - Stirrup 

5,090 - 5,395 4,125 - 4,880 4,125 - 4,880 -- -- 

PHXU 7 6,370 - 9,575 6,370 - 7,610 4,420 - 5,170 -- -- 

HLBH 7 14,725 - 15,295 13,825 12,840 -- -- 

HGU 7 24,705 - 25,015 24,705 - 25,015 17,540 - 17,760 -- -- 

KLEG 1 7 15,060 15,060 12,950 -- -- 

KMEG 1 7 17,555 17,555 15,095 -- -- 

KEG 1 

Flange, 

23,125 - 27,785 23,125 - 27,785 19,890 - 23,895 -- -- 

KHHB 7 7,035 7,035 5,910 -- -- 

KGB 7 9,300 9,300 7,810 -- -- 

KHGB 7 10,845 10,845 9,110 -- -- 

KGLT 


7 - Stirrup 

10,865 10,865 9,125 -- -- 

KHGLT 


7 - Stirrup 

14,615 - 18,420 14,615 - 18,420 12,275 - 15,475 -- -- 

KGLS 


7 - Stirrup 

14,795 - 29,410 14,795 - 29,410 12,430 - 24,705 -- -- 

KHGLS 


7 - Stirrup 

29,785 - 30,220 29,785 - 30,220 25,020 - 25,385 -- -- 

KGLST 


7 - Stirrup 

18,575 - 37,575 18,575 - 37,575 15,605 - 31,565 -- -- 

KHGLST 


7 - Stirrup 

27,720 - 38,280 27,720 - 38,280 23,285 - 32,155 -- -- 

LGU 10 10,760 10,760 7,640 -- -- 

MGU 10 17,465 17,465 12,400 -- -- 

LSSH 

Style 

18 1,340 - 2,775 1,340 - 2,775 950 - 1,970 -- -- 

16 2,985 - 5,230 2,985 - 5,230 2,120 - 3,715 -- -- 

1) KEG, KLEG, KMEG hangers assume factored resistences with top flange. 

 


LVL 

100% Factored Resistance (Lbs.) Range 

DF-L 

Header Material 

SPF 

Masonry 

EWP Hangers 



EWP Hangers 

EWP Installation Guide . . . Pages 116-117 

EWP Hangers 

Face Mount Hangers . . . . Pages 118-123 

• THF Series 

Light capacity face mount hanger for I-Joists. 

• HD Series 

Medium capacity hanger for LVL, LSL, and PSL beams. 

• HDQIF Series 

Inverted flange medium capacity hanger for LVL, LSL, and PSL beams. 

• HUS Series 

Medium capacity hanger for LVL, LSL, and PSL beams with deep seat. 

• THD Series 

Medium-to-heavy capacity hanger for LVL, LSL, and PSL beams. 

• THDH Series 

Heavy capacity hanger for LVL, LSL, and PSL beams. 

Top Mount Hangers . . . . . Pages 124-142 

• TFL Series 

Light capacity top mount I-Joist hanger. 

THF HD HDQIF 

HUS 

THD 

THDH 


• THO Series 

Light-to-medium capacity top mount hanger. 

• TFI Series 

Medium capacity I-Joist hanger. 

• BPH Series 

Medium capacity top mount hanger for LVL, LSL, and PSL beams. 

TFL 

THO 

TFI 

• HLBH Series 

Heavy capacity hanger for LVL, LSL, and PSL beams. 

• PHM Series 

Medium capacity welded hanger for LVL, LSL, and PSL beams with 

7 gauge top flanges. 

• PHXU Series 

Medium capacity formed hanger for LVL, LSL, and PSL beams with 

uplift capacity. 

BPH 

HLBH 

PHM 

• MPH Series 

Medium capacity masonry hanger for I-Joists, LVL, LSL, and 

PSL beams. 

PHXU 

MPH 

114 


EWP Hangers 

Adjustable Rafter-to-Plate 

Connectors. . . . . . . . . . . . . . . . . . . Page 143 

• TMP Series 

Adjustable for pitches from 1/12 to 6/12. 

• TMPH Series 

Adjustable for pitches from 6/12 to 14/12. 

TMP 

TMPH 

EWP Hangers 


Slope/Skew Hangers . . . . . . . . . . Page 144 

• LSSH Series 

Field adjustable slope and skew hanger. 

Glulam Hangers . . . . . . . . . Pages 145-150 

• HGU, MGU, & LGU Series 

Face mount glulam hanger fastens with WS wood screws. 

• GHF Series 

Face mount glulam hanger fastens with WS wood screws. 

• KEG, KLEG, & KMEG Series 

Top flange glulam hanger fastens with bolts. 

• KGB, KHGB, & KHHB Series 

Top flange glulam hanger fastens with WS wood screws. 

• KGLT & KHGLT Series 

Heavy capacity top flange glulam hanger fastens with WS wood screws. 

• KGLS, KGLST, KHGLS, & KHGLST Series 

Glulam saddle hanger fastens with WS wood screws. 

HGU, LGU, MGU 

KHHB 

GHF 

KGLT 

KLEG 

KGLS 

LSSH 



Wood I-Joist Installation to Wood 

EWP Hangers 

Sloped I-Joists 

Use sloped seat hangers and beveled web stiffeners 

whenever the slope exceeds the following: 1/2:12 for seat 

bearing lengths of 21/2˝ or less; 3/8:12 for bearing lengths 

between 21/2˝ and 31/2˝; and 1/4:12 for bearing lengths in 

excess of 31/2˝. 

Multiple I-Joist Plies 

Fasten together multiple plies of wood I-Joists, in 

accordance with the manufacturer’s installation guidelines, such 

that the joists act as a single unit. 

I-Joist Rotation 

It may be necessary to install straps, blocking, or sheathing to 

restrain torsional rotation of a supporting wood I-Joist when 

using top mount I-Joist hangers. 

Fasteners 

Install only the specified nails. The flanges of wood 

I-Joists may split if larger diameter nails or longer nails are 

installed. Do not install nails larger than 16d common wire nails 

(0.162˝ diameter) into the web stiffeners in the wood I-Joist. 

Backer Blocks 

Pattern the nails used to install backer blocks or web 

stiffeners in wood I-Joists to avoid splitting the block. The nail 

pattern should be sufficiently spaced to avoid the same grain 

line, particularly with solid sawn backer blocks. Backer blocks 

must 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 

install hangers mounted to an I-Joist header must penetrate 

through the web and into the backer block on the opposite 

side. 

Top Flange Hangers 

The thickness of the hanger metal and nail heads on top mount hangers must be evaluated for the effect on 

subsequent sheathing. Ensure that the top mount hanger is installed so the flanges of the hanger are not 

over-spread which tends to elevate the supported I-Joist causing uneven floor surfaces and squeaking. Similarly, ensure that 

the hanger is installed plumb such that the face flanges of the hanger are mounted firmly against the 

wide-face surface of the header. 


Flush framing ! Hanger over-spread ! Hanger not plumb 

Correct Slant Nail Installation 

Always secure 

wood I-Joist using 

10d x 1 1 ⁄ 2˝ 

nail driven at a 

30° to 45° angle 

and firmly seated 

! 

! 

Common Nailing Errors 

Wrong Angle 

When a nail is driven into the bottom flange of the wood 

I-Joist parallel to the glue lines, separation of veneers can 

occur which substantially reduces the design loads of the 

connection. 

Nail Too Long 

When using nails longer than USP’s recommended nails, 

bottom flange splitting may occur. Also, this can raise the 

wood I-Joist off the seat, resulting in uneven surfaces and 

squeaky floors along with reduced factored resistance. 

116 


Support Height & Lateral Stability 


Hangers for joists without web stiffeners must support the 

I-Joist’s top flange and provide lateral resistance with no 

more than 1⁄8˝ horizontal deflection. 

1/8˝ (3.175 mm) 

maximum gap 

Nailer Installations 

Resist lateral movement 

Web stiffener 

Correct Hanger Attachment to Nailer 

A 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, which 

is used as a nailing surface for top mount hangers to hold beams or joists. 

Nailer Sized Correctly 

Top flange of hanger is fully supported and recommended nails have full 

penetration into nailer, resulting in a carried member hanging safely at the proper 

height. 

The nailer must be sized to fit the support width as shown and be of sufficient thickness 

to satisfy recommended top flange nailing requirements. A design professional must 

specify nailer attachment to steel beams. 

Hangers for joists with web stiffeners must support a 

minimum of 60% of joist depth or potential joist rotation must 

be addressed. 

(Top flange support requirements can be verified in this sections charts under the Web Stiffener Reqd. column.) 

1/4˝ 

(6.35 

mm) 

Max. 

Avoid direct contact between 

hangers and steel beams, which 

may cause squeaks 

Joist 

depth 

60% min. of 

joist depth 

EWP Hangers 

Wrong Nailer Size Causes Component Failure 

1/4˝ ( 6.35mm) Max. 

! Too Narrow 

! Too Wide 

! Too Thin 

Top flange not fully supported can Loading can cause cross grain Top flange nailing cannot fully 

cause nail breakout. Or, by fully breaking of nailer. The penetrate nailer, causing reduced 

supporting top flange, hanger is 

tilted back, causing lifting of carried 

member which results in uneven 

surfaces and squeaky floors. 

recommended nailer overhang 

is 1⁄4˝ maximum per side. 

factored resistance. Never use 

hangers which require multiple face 

nails since the factored resistance 

are dependent on all nail holes being 

used. 



Face Mount Hangers – THF series 

EWP Hangers 

Designed to provide lateral support for the top chords of I-Joists 

in depths up to 16˝. Eliminates the need for web stiffeners in 

most applications (see Web Stiffener Reqd. column in EWP 

Face Mount Hanger Chart for specific applications). 

Materials: See EWP Face Mount Hangers charts, 

pages 121-122. 


Options: See Specialty Options chart. 



evaluators. 



• Install 10d x 1 1 ⁄ 2˝ nails into joist through raised dimple at 

a 30° to 45° angle. 

• THF Min – Fill all round nail holes. 

• THF Max – Fill all round and diamond holes. 

Specialty Options Chart – refer to Specialty 


Typical THF I-Joist 

to Joist installation 

H 

W 

2˝ 

Additional diamond 

nail holes for 

maximum nailing 

Standard round 

nail holes for 

minimum nailing 

THF single 


 


Range 

 


 

 

Factored 

Resistance 

Ordering 


 

 




Example: THF23925-SK45R 





Example: THF23925-SL30D 



3) All sloped, skewed, or combinations require bevel cut on joist in all applications. 

4) Modifications to THF hangers do not feature seat cleats. 


 

 


Example: 

THF23925-SK45RSL30D 


 



Add IF, 


Example: THF23925IF 

Dimple allows 

30˚ to 45˚ 

nailing 

Typical THF double I-Joist 

to LVL installation 

Raised Dimple 

nail holes allow 

30° to 45° 

nailing into 

I-Joist bottom 

flange. 

W 

D 

H 

THF double 

Seat Cleat® 

helps lock 

I-Joist into place 

for 

positive seating 

and nailing ease. 


Face Mount Hangers – HD series 

Designed to to support LVL, LSL, and PSL beams and headers in medium load conditions. 

Materials: See EWP Face Mount Hangers charts, pages 122-123. 


Options: See Specialty Options chart. 



evaluators. 



• Drive bend line nails into header at 45° to achieve listed loads 


into header at 45° to 

achieve listed loads. 

Typical HD 

bend line nail installation 

Specialty Options Chart – refer to Specialty Options pages 210 to 211 for additional details. 

Typical HD 

installation 

118 


 

See Sloped Seat and Not available in 

Range 

Skewed 

 

Factored 

Resistance 

Ordering 


75% of uplift load on 

 




Example: HD410-SK45R 





Example: HD410-SL30D 


75% of uplift load on 

 


Skewed 

Example: 

HD410-SK45RSL30D 


65% of table load when 



Add IF, 


Example: HD410IF 




Hangers for square-cut joists are available as a Custom. Further reductions in allowable loads may apply. 

4) Modifications of HD hangers may be manufactured as hot rolled, welded, or primed. 


Bend line 

nailing 

W 

HD 

H 

D

Face Mount Hangers – HDQIF series 

HDQIF hangers are heavy capacity face mount hangers 

that can be used to support LVL, LSL and PSL beams and 

headers. 






H 

EWP Hangers 




• WS15 and WS3 Wood Screws are supplied with 

HDQIF hangers. 

Face Mount Hangers – HUS series 

Up to 3/4˝ 

gap 

Typical HDQIF 

installation 

W 

HDQIF 

3˝ 

Designed for medium load conditions. Extended 3˝ deep seat provides extra truss bearing. 



Codes: Load values are derived from data submitted to various North American 




• Joist nails must be driven at a 30° to 45° angle through 

the joist into the header to achieve listed loads. 

Drive joist nails into 

header at 30° to 45° to 


Typical HUS 

installation 

2˝ 

H 

Dimple allows 

30˚ to 45˚ 

nailing 

Typical HUS 

double shear installation 

W 

HUS 

3˝ 



Face Mount Hangers – THD & THDH series 

EWP Hangers 

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 123. 


Options: THDH412 is available in Triple Zinc. To order, add TZ to stock number, as 

in THDH412-TZ. 

Rough/Full sizes available for THD series. THD hangers with widths 

greater than 3˝ can have one flange inverted with no load 

reduction. Specify left (L) or right (R) flange. See Specialty Options chart. 

Codes: Load values are derived from data submitted to various North American 




• 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. 

Typical THDH 

double shear installation 

Drive joist nails into 

header at 30° to 45° to 



into header at 45° to 


Typical THD 

bend line nail installation 

Some model 

designs may 

vary from 

illustration 

shown 

Typical THD 

installation 

D 

H 

W 

THD single 


Left 

flange 

3˝ 


Option USP Series Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3,4 Inverted Flange 

 

Range 

THD 

 

 

 

THDH N/A 

 

 

THD 

Factored 

 

Resistance 

 

THDH 

 

 

 

 

 

N/A 

Ordering 

THD 

THDH 

 

(R) (L), 

 

 

 

(U) (D), 

 

 

 

 

 

1IF, 

(R) (L), 

 

N/A 

 

 

 

 

W D Right 

flange 

THD double 

or larger 

W 

Dimple allows 

30˚ to 45˚ 

nailing 

2 1 /2˝ 

D 

H 

H 

THDH26-2 

120 


EWP Face Mount Hanger – I-Joist Charts 





Joist Size StockNo. Ref. No. W H D Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

1-1/2 x 9 -1/4 - 9-1/2 

IUS1.56/9.5, 

THF15925 Min 

8 10d 2 10dx1-1/2 3050 525 13.57 2.34 2166 373 9.63 1.66 

LF159 

-- 18 1-1/2 9-1/16 2 

IUT29, 

THF15925 Max 

12 10d 2 10dx1-1/2 3225 525 14.35 2.34 2290 373 10.19 1.66 

MIU1.56/9 

IUS1.56/11.88, 

THF15112 Min 

LF1511 

1-1/2 x 11-1/4 - 11-7/8 -- 18 1-1/2 11-1/16 2 

8 10d 2 10dx1-1/2 3050 525 13.57 2.34 2166 373 9.63 1.66 

THF15112 Max 

IUT211, 

MIU1.56/11 

16 10d 2 10dx1-1/2 4135 525 18.39 2.34 2936 373 13.06 1.66 

1-1/2 x 14 

THF15140 Min LF1514 

-- 18 1-1/2 13-1/2 2 

12 10d 2 10dx1-1/2 3815 525 16.97 2.34 2709 373 12.05 1.66 

THF15140 Max IUT214 20 10d 2 10dx1-1/2 4045 525 17.99 2.34 2872 373 12.78 1.66 

1-5/8 x 9-1/4 - 9-1/2 

THF16925 Min -- -- 

-- 18 1-5/8 9 2 

8 10d 2 10d x 1-1/2 3050 525 13.57 2.34 2166 375 9.63 1.67 

THF16925 Max IUT1.68/9 12 10d 2 10d x 1-1/2 3225 525 14.35 2.34 2290 375 10.19 1.67 

1-5/8 x 11-1/4 - 12 

THF16112 Min -- -- 

-- 18 1-5/8 11 2 

8 10d 2 10d x 1-1/2 3050 525 13.57 2.34 2166 375 9.63 1.67 

THF16112 Max IUT1.68/11 16 10d 2 10d x 1-1/2 4135 525 18.39 2.34 2936 375 13.06 1.67 

1-5/8 x 14 

THF16140 Min -- -- 

-- 18 1-5/8 13-7/16 2 

12 10d 2 10d x 1-1/2 3815 525 16.97 2.34 2709 375 12.05 1.67 

THF16140 Max IUT1.68/14 20 10d 2 10d x 1-1/2 4045 525 17.99 2.34 2872 375 12.78 1.67 

1-3/4 x 9-1/4 - 9-1/2 

THF17925 Min 

IUS1.81/9.5, 

LF179 

-- 18 1-3/4 8-15/16 2 

8 10d 2 10dx1-1/2 3050 525 13.57 2.34 2166 373 9.63 1.66 

THF17925 Max IUT9 12 10d 2 10dx1-1/2 3225 525 14.35 2.34 2290 373 10.19 1.66 

IUS1.81/11.88, 

THF17112 Min 

1-3/4 x 11-1/4 - 11-7/8 LF1711 -- 18 1-3/4 10-15/16 2 

8 10d 2 10dx1-1/2 3050 525 13.57 2.34 2166 373 9.63 1.66 

THF17112 Max IUT11 16 10d 2 10dx1-1/2 4135 525 18.39 2.34 2936 373 13.06 1.66 

1-3/4 x 14 

THF17140 Min 

IUS1.81/14, 

LF1714 -- 18 1-3/4 13-3/8 2 

12 10d 2 10dx1-1/2 3815 525 16.97 2.34 2709 373 12.05 1.66 

THF17140 Max IUT14 20 10d 2 10dx1-1/2 4045 525 17.99 2.34 2872 373 12.78 1.66 

1-3/4 x 16 THF17157 IUS1.81/16 -- 18 1-13/16 15-3/4 3-1/2 24 10d 2 10dx1-1/2 4435 525 19.73 2.34 3149 373 14.01 1.66 

2 - 2-1/8 

IUS2.06/9.5, 

THF20925 Min 

8 10d 2 10dx1-1/2 3050 525 13.57 2.34 2166 373 9.63 1.66 

LF209 

-- 18 2-1/8 8-7/8 2 

x 9-1/4 - 9-1/2 

THF20925 Max IUT2.06/9 12 10d 2 10dx1-1/2 3225 525 14.35 2.34 2290 373 10.19 1.66 

2 - 2-1/8 

IUS2.06/11.88, 

THF20112 Min 

8 10d 2 10dx1-1/2 3050 525 13.57 2.34 2166 373 9.63 1.66 

LF2011 -- 18 2-1/8 11-3/16 2 

x 11-1/4 - 11-7/8 

THF20112 Max IUT2.06/11 16 10d 2 10dx1-1/2 4135 525 18.39 2.34 2936 373 13.06 1.66 

2 - 2-1/8 x 14 

THF20140 Min 

IUS2.06/14, 

LF2014 -- 18 2-1/8 13-1/4 2 

12 10d 2 10dx1-1/2 3815 525 16.97 2.34 2709 373 12.05 1.66 

THF20140 Max IUT2.06/14 20 10d 2 10dx1-1/2 4045 525 17.99 2.34 2872 373 12.78 1.66 

2 - 2-1/8 x 16 THF20157 

IUS2.06/16, 

IUT2.06/16 

-- 18 2-1/8 15-3/4 3-3/8 24 10d 2 10dx1-1/2 4435 525 19.73 2.34 3149 373 14.01 1.66 

LF239, 

HU359, 

2-1/4 - 2-5/16 

IUS2.37/9.5, 

THF23925 

x 9-1/4 - 9-1/2 

IUT3510, 

MIU2.37/9, 

U3510/14 

-- 18 2-5/16 9-3/16 2-1/2 12 10d 2 10dx1-1/2 3310 335 14.72 1.49 2350 238 10.45 1.06 

2-1/4 - 2-5/16 

x 11-1/4 - 11-7/8 

THF23118 

2-1/4 - 2-5/16 x 14 THF23140 

2-1/4 - 2-5/16 x 16 THF23160 

2-1/4 - 2-5/16 x 18 - 28 THF23180 

2-1/2 x 9-1/4 - 9-1/2 THF25925 

2-1/2 x 11-1/4 - 11-7/8 THF25112 

LF2311, 

HU3511, 

IUS2.37/11.88, 

IUT3512, 

MIU2.37/11 

LF2314, 

HU3514, 

IUS2.37/14, 

IUT3514, 

MIU2.37/14 

HU3516/22, 

IUS2.37/16, 

IUT3516, 

MIU2.37/16 

HU3524/30, 

MIU2.37/18, 

MIU2.37/20 

LF259, 

IUS2.56/9.5, 

IUT310, 

MIU2.56/9 

LF2511, 

IUS2.56/11.88, 

IUT312, 

MIU2.56/11 

Web Stiffener Reqd. 

Steel Gauge 


Header Joist 

DF-L Header (Lbs) 

-- 18 2-5/16 11-3/16 2-1/2 14 10d 2 10dx1-1/2 3310 720 14.72 3.20 2350 511 10.45 2.27 

-- 16 2-5/16 13-1/2 2-1/2 18 10d 2 10dx1-1/2 4405 720 19.60 3.20 3128 511 13.91 2.27 

-- 16 2-5/16 15-9/16 2-1/2 22 10d 2 10dx1-1/2 4405 720 19.60 3.20 3128 511 13.91 2.27 

x 16 2-5/16 17-1/8 2-1/2 24 10d 8 10dx1-1/2 6235 2435 27.74 10.83 4427 1729 19.69 7.69 

-- 18 2-1/2 9-1/8 2-1/2 12 10d 2 10dx1-1/2 3310 335 14.72 1.49 2350 238 10.45 1.06 

-- 18 2-1/2 11-1/8 2-1/2 14 10d 2 10dx1-1/2 3310 720 14.72 3.20 2350 511 10.45 2.27 

1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 


3) NAILS 

Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. 

DF-L Header (kN) 


S-P-F Header (Lbs) 

S-P-F Header (kN) 

H 

EWP Hangers 

W 

D 




EWP Face Mount Hanger – I-Joist Charts continued 

EWP Hangers 


Steel Gauge 



Header Joist 

DF-L Header (Lbs) 


DF-L Header (kN) S-P-F Header (Lbs) 

S-P-F Header (kN) 




2-1/2 x 13 THF25130 IUT313 -- 16 2-1/2 12-1/4 2-1/2 18 10d 2 10dx1-1/2 3310 720 14.72 3.20 2350 511 10.45 2.27 

2-1/2 x 14 THF25140 

LF2514, 

IUS2.56/14, 

IUT314, 

-- 16 2-1/2 13-7/16 2-1/2 18 10d 2 10dx1-1/2 4405 720 19.60 3.20 3128 511 13.91 2.27 

MIU2.56/14 

2-1/2 x 16 THF25160 

IUS2.56/16, 

IUT316, 

MIU2.56/16, -- 16 2-1/2 15-1/2 2-1/2 22 10d 2 10dx1-1/2 4405 720 19.60 3.20 3128 511 13.91 2.27 

MIU2.56/18, 

MIU2.56/20 

2-1/2 x 18 - 24 THF25160 

IUS2.56/16, 

IUT316, 

MIU2.56/16, x 16 2-1/2 15-1/2 2-1/2 22 10d 2 10dx1-1/2 4405 720 19.60 3.20 3128 511 13.91 2.27 

MIU2.56/18, 

MIU2.56/20 

2-5/8 x 9-1/4 - 9-1/2 THF26925 IUT2.68/10 -- 18 2-5/8 9-1/16 2-1/2 12 10d 2 10dx1-1/2 3310 2300 14.72 10.23 2350 1633 10.45 7.26 

2-5/8 x 11-1/4 - 11-7/8 THF26112 IUT2.68/12 -- 18 2-5/8 11-1/16 2-1/2 14 10d 2 10dx1-1/2 3310 720 14.72 3.20 2350 511 10.45 2.27 

2-5/8 x 14 THF26140 -- -- -- 16 2-5/8 13-3/8 2-1/2 18 10d 2 10dx1-1/2 4405 720 19.60 3.20 3128 511 13.91 2.27 

2-5/8 x 16 THF26160 -- -- -- 16 2-5/8 15-7/16 2-1/2 22 10d 2 10dx1-1/2 4405 720 19.60 3.20 3128 511 13.91 2.27 

3 x 9-1/4 - 14 THF15925-2 MIU3.12/9 x 16 3-1/8 9-3/16 2-1/2 12 10d 6 10d 5180 3325 23.04 14.79 3678 2361 16.36 10.50 

3 x 11-1/4 - 14 THF15112-2 MIU3.12/11 x 16 3-1/8 10-13/16 2-1/2 14 10d 6 10d 5420 3325 24.11 14.79 3848 2361 17.12 10.50 

3 x 14 THF15140-2 -- -- x 12 3-1/8 12-3/4 2-1/2 18 10d 6 10d 5420 3325 24.11 14.79 3848 2360 17.12 10.50 

3-1/4 x 9-1/4 - 14 THF16925-2 -- -- x 16 3-3/8 9-1/16 2-1/2 12 10d 6 10d 5180 3325 23.04 14.79 3678 2360 16.36 10.50 

3-1/4 x 11-1/4 - 14 THF16112-2 HU3.31/11 x 16 3-3/8 10-3/4 2-1/2 14 10d 6 10d 5420 3325 24.11 14.79 3848 2360 17.12 10.50 

3-1/4 x 14 THF16140-2 -- -- x 12 3-3/8 12-5/8 2-1/2 18 10d 6 10d 5420 3325 24.11 14.79 3848 2360 17.12 10.50 

3-1/2 x 9-1/4 - 14 THF35925 

LF359, 

IUS3.56/9.5, -- 18 3-1/2 8-5/8 2-1/2 12 10d 2 10dx1-1/2 5240 465 23.31 2.07 3720 330 16.55 1.47 

IUT410 

3-1/2 x 11-7/8 - 16 THF35112 

LF3511, 

IUS3.56/11.88, -- 18 3-1/2 11-1/8 2-1/2 16 10d 2 10dx1-1/2 5240 465 23.31 2.07 3720 330 16.55 1.47 

IUT412 

3-1/2 x 14 - 20 THF35140 

LF3514, 

IUS3.56/14, -- 16 3-1/2 12-15/16 2-1/2 20 10d 2 10dx1-1/2 6680 465 29.72 2.07 4743 330 21.10 1.47 

IUT414 

3-1/2 x 16 - 22 THF17157-2 -- -- x 12 3-5/8 15-3/4 2-1/2 22 10d 6 10d 6735 3325 29.96 14.79 4782 2360 21.27 10.50 

3-1/2 x 16 - 22 THF35157 

IUS3.56/16, 

IUT416 

-- 16 3-1/2 15 2-1/2 22 10d 2 10dx1-1/2 6680 465 29.72 2.07 4743 330 21.10 1.47 

3-1/2 x 18 - 26 THF35165 -- -- x 16 3-1/2 16-9/16 2-1/2 24 10d 8 10dx1-1/2 6680 2435 29.72 10.83 4743 1729 21.10 7.69 

4 - 4-3/16 x 9-1/4 - 9-1/2 THF20925-2 

HU4.12/9, 

HU4.28/9, 

HU4.75/9, -- 16 4-3/16 8-11/16 2-1/2 12 10d 6 10d 5255 3325 23.38 14.79 3731 2361 16.60 10.50 

MIU4.12/9, 

MIU4.28/9 

HU4.12/11, 

HU4.28/11, 

4 - 4-3/16 

THF20112-2 HU4.75/11, 

x 11-1/4 - 11-7/8 

MIU4.12/11, 

-- 16 4-3/16 11 2-1/2 16 10d 6 10d 6855 3325 30.49 14.79 4867 2361 21.65 10.50 

MIU4.28/11 

MIU4.12/14, 

4 - 4-3/16 x 14 THF20140-2 

MIU4.12/16, 

MIU4.28/14, 

-- 16 4-3/16 13-5/8 2-1/2 20 10d 6 10d 6735 3325 29.96 14.79 4782 2360 21.27 10.50 

MIU4.28/16 

4-1/2 - 4-5/8 

x 9-1/4 - 14 

THF23925-2 -- -- x 16 4-3/4 8-3/8 2-1/2 14 10d 6 10d 5240 3325 23.31 14.79 3720 2361 16.55 10.50 

4-1/2 - 4-5/8 

x 11-1/4 - 16 

THF23118-2 -- -- x 16 4-3/4 10-11/16 2-1/2 16 10d 6 10d 6855 3325 30.49 14.79 4867 2361 21.65 10.50 

4-1/2 - 4-5/8 x 14 - 22 THF23140-2 

HU3514-2, 

MIU4.75/14 

x 12 4-3/4 13-5/16 2-1/2 20 10d 6 10d 6680 3325 29.72 14.79 4743 2361 21.10 10.50 

4-1/2 - 4-5/8 x 16 - 26 THF23160-2 

HU3516-2, 

HU3520-2, 

MIU4.75/16, x 12 4-3/4 15-15/16 2-1/2 24 10d 6 10d 6680 3325 29.72 14.79 4743 2361 21.10 10.50 

MIU4.75/18, 

MIU4.75/20 

5 x 9-1/4 - 12 THF25925-2 MIU5.12/9 x 16 5-1/8 8-3/16 2-1/2 12 10d 6 10d 5240 3325 23.31 14.79 3720 2361 16.55 10.50 

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 5240 3325 23.31 14.79 3720 2361 16.55 10.50 

5 x 14 - 20 THF25140-2 

HU314-2, 

MIU5.12/14 

x 12 5-1/8 13-1/8 2-1/2 20 10d 6 10d 6680 3325 29.72 14.79 4743 2361 21.10 10.50 

5 x 16 - 26 THF25160-2 

HU5.125/16, 

MIU5.12/16, 

MIU5.12/18, 

x 12 5-1/8 15-3/4 2-1/2 24 10d 6 10d 6680 3325 29.72 14.79 4743 2361 21.10 10.50 

MIU5.12/20 

7 x 9-1/4 - 14 HD7100 HU410-2 x 14 7-1/8 9 2-1/2 12 16d 6 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

7 x 11-1/4 - 16 HD7120 HU412-2 x 14 7-1/8 10-5/8 2-1/2 16 16d 6 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

7 x 14 - 20 HD7140 HU414-2 x 14 7-1/8 13-1/8 2-1/2 20 16d 8 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 



3) NAILS 



H 

122 


W 

D

EWP Face Mount Hanger – SCL Charts 



Steel Gauge 




Header Joist DF-L Header (Lbs) DF-L Header (kN) S-P-F Header (Lbs) S-P-F Header (kN) 




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 7215 2005 32.10 8.92 5123 1424 22.79 6.33 

HD17925 

HU9, 

MIU1.81/9 

x 14 1-13/16 9-1/8 2 18 16d 6 10d x 1-1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 

1-3/4 x 9-1/4 - 9-1/2 HD17925IF -- -- x 14 1-13/16 9-1/8 2 18 16d 6 10d x 1-1/2 7215 2005 32.10 8.92 5123 1424 22.79 6.33 

HDQ179IF HUCQ1.81/9-SDS 14 1-13/16 9 3 8 WS3 4 WS15 5315 3025 23.64 13.46 3775 2150 16.79 9.56 

HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 9025 6035 40.15 26.85 6408 4285 28.50 19.06 

HD17112 

HU11, 

MIU1.81/11 

x 14 1-13/16 11-3/8 2 22 16d 6 10d x 1-1/2 5915 2005 26.31 8.92 4200 1424 18.68 6.33 

1-3/4 x 11-1/4 - 11-7/8 HD17112IF -- -- x 14 1-13/16 11-3/8 2 22 16d 6 10d x 1-1/2 5915 2005 26.31 8.92 4200 1424 18.68 6.33 


HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 9025 6035 40.15 26.85 6408 4285 28.50 19.06 

HD1714 

HU14, 

MIU1.81/14, 

MIU1.81/16, x 14 1-13/16 13-5/16 2 26 16d 8 10d x 1-1/2 5915 2005 26.31 8.92 4200 1424 18.68 6.33 

1-3/4 x 14 

MIU1.81/18, 

U14 

HD1714IF -- -- x 14 1-13/16 13-5/16 2 26 16d 8 10d x 1-1/2 5915 2005 26.31 8.92 4200 1424 18.68 6.33 

HDQ1714IF -- -- 14 1-13/16 13-3/8 3 12 WS3 6 WS15 5470 2975 24.33 13.23 3885 2110 17.28 9.39 

HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 9025 6035 40.15 26.85 6408 4285 28.50 19.06 

HD1714 

HU14, 

MIU1.81/14, 

MIU1.81/16, x 14 1-13/16 13-5/16 2 26 16d 8 10d x 1-1/2 5915 2005 26.31 8.92 4200 1424 18.68 6.33 

1-3/4 x 16 

MIU1.81/18, 

U14 

HDQ1714IF -- -- 14 1-13/16 13-3/8 3 12 WS3 6 WS15 5470 2975 24.33 13.23 3885 2110 17.28 9.39 

HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 30 16d 10 16d 9025 6035 40.15 26.85 6408 4285 28.50 19.06 

2-11/16 x 9-1/4 - 14 

2-11/16 x 11-1/4 - 16 

2-11/16 x 14 - 16 

HD27925 

HD27112 

HD2714 

HU2.75/10 

HU2.75/12 

HU2.75/14 

x 

x 

x 

14 

14 

14 

2-3/4 

2-3/4 

2-3/4 

8-5/8 

10-7/8 

12-7/8 

2 

2 

2 

18 

22 

26 

16d 

16d 

16d 

6 

6 

8 

10d x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

4545 

5915 

5915 

2005 

2005 

2005 

20.22 

26.31 

26.31 

8.92 

8.92 

8.92 

3225 

4200 

4200 

1425 

1425 

1425 

14.35 

18.68 

18.68 

6.34 

6.34 

6.34 

THDH27925 

THDH27112 

THDH2714 

-- -- 

-- -- 

-- -- 

x 

x 

x 

12 

12 

12 

2-3/4 

2-3/4 

2-3/4 

9-1/8 

10-7/8 

12-1/4 

4 

4 

4 

46 

56 

66 

16d 

16d 

16d 

12 

14 

16 

16d 

16d 

16d 

13525 

16130 

16130 

6575 

9845 

11335 

60.16 

71.75 

71.75 

29.25 

43.79 

50.42 

9605 

11450 

11450 

4670 

6990 

8050 

42.73 

50.93 

50.93 

20.77 

31.09 

35.81 

HD410 

HU410, 

MIU3.56/9 

x 14 3-9/16 8-13/16 2-1/2 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

3-1/2 x 9-1/4 - 14 HDQ410IF HUCQ410-SDS 14 3-9/16 9 3 12 WS3 6 WS3 8460 4970 37.63 22.11 6005 3530 26.71 15.70 

THD410 HHUS410 x 14 3-5/8 9-1/16 3 38 16d 20 10d 11540 7250 51.33 32.25 8193 5148 36.45 22.90 

THDH410 HGUS410 x 12 3-4/7 9-1/8 4 46 16d 12 16d 14760 7480 65.66 33.27 10480 5310 46.62 23.62 

HD412 

HU412, 

MIU3.56/11 

x 14 3-9/16 10-13/16 2-1/2 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

3-1/2 x 11-1/4 - 16 HDQ412IF HUCQ412-SDS 14 3-9/16 11 3 14 WS3 6 WS3 8460 4970 37.63 22.11 6005 3530 26.71 15.70 

THD412 -- -- x 14 3-5/8 11 3 48 16d 20 10d 11540 7250 51.33 32.25 8193 5148 36.45 22.90 

THDH412 HGUS412 x 12 3-4/7 10-1/2 4 56 16d 14 16d 16130 9845 71.75 43.79 11450 6989.95 50.93 31.09 

HU414, 

HD414 

x 14 3-9/16 12-13/16 2-1/2 24 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

MIU3.56/14 

3-1/2 x 14 - 20 

THD414 -- -- x 14 3-5/8 12-7/8 3 58 16d 20 10d 11540 7250 51.33 32.25 8193 5148 36.45 22.90 

THDH414 HGUS414 x 12 3-4/7 12-1/4 4 66 16d 16 16d 16130 11335 71.75 50.42 11450 8050 50.93 35.81 

3-1/2 x 16 - 22 HD416 

HU416, 

MIU3.56/16 

x 14 3-9/16 14-13/16 2-1/2 26 16d 12 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

3-1/2 x 18 - 26 HD418 

MIU3.56/18, 

MIU3.56/20 

x 14 3-9/16 16-1/2 2-1/2 28 16d 8 10d 7215 2685 32.10 11.94 5123 1906 22.79 8.48 

HD5210 HU5.31/9 x 14 5-3/8 7-7/8 2-1/2 18 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


5-1/4 x 9-1/4 - 11-7/8 THD610 HHUS5.50/10 x 12 5-1/2 9 3 38 16d 20 10d 12455 6425 55.40 28.58 8843 4562 39.34 20.29 

THDH610 

HGUS5.25/10, 

HGUS5.50/10 

x 12 5-1/2 9 4 46 16d 16 16d 13190 7030 58.67 31.27 9365 4990 41.66 22.20 

HD5212 HU5.31/11 x 14 5-3/8 9-7/8 2-1/2 22 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 


5-1/4 x 11-1/4 - 16 THD612 -- -- x 12 5-1/2 11 3 48 16d 20 10d 13785 9850 61.32 43.82 9787 6994 43.54 31.11 

THDH612 

HGUS5.25/12, 

HGUS5.50/12 

x 12 5-1/2 11 4 56 16d 20 16d 15465 9105 68.79 40.50 10980 6465 48.84 28.76 

HD5214 HU5.31/14 x 14 5-3/8 11-7/8 2-1/2 24 16d 10 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

5-1/4 x 14 - 20 

THD614 -- -- 12 5-1/2 12-7/8 3 58 16d 20 10d 13785 9850 61.32 43.82 9787 6994 43.54 31.11 

THDH614 HGUS5.50/14 x 12 5-1/2 13 4 66 16d 22 16d 18810 10760 83.67 47.86 13355 7640 59.41 33.99 

5-1/4 x 16 - 22 HD5216 HU5.31/16 x 14 5-3/8 13-7/8 2-1/2 30 16d 12 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

6-3/4 x 9-1/4 - 14 THDH6710 

HGUS210-4, 

HGUS6.88/10 

x 12 6-7/8 8-13/16 4 46 16d 12 16d 13525 6575 60.16 29.25 9605 4670 42.73 20.77 

6-3/4 x 11-1/4 - 18 THDH6712 

HGUS212-4, 

HGUS6.88/12 

x 12 6-7/8 10-13/16 4 56 16d 14 16d 16130 9845 71.75 43.79 11450 6990 50.93 31.09 

6-3/4 x 14 - 20-1/2 THDH6714 

HGUS214-4, 

HGUS6.88/14 

x 12 6-7/8 12-13/16 4 66 16d 16 16d 16130 11335 71.75 50.42 11450 8050 50.93 35.81 

HD7100 HU410-2 x 14 7-1/8 9 2-1/2 12 16d 6 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

7 x 9-1/4 - 14 

THD7210 HHUS7.25/10 x 12 7-1/4 9 3 38 16d 20 10d 12455 6425 55.40 28.58 8843 4562 39.34 20.29 

THDH7210 HGUS7.25/10 x 12 7-1/4 9 4 46 16d 12 16d 14760 7480 65.66 33.27 10480 5310 46.62 23.62 

7 x 11-1/4 - 16 

7 x 14 - 20 

HD7120 

HD7140 

HU412-2 

HU414-2 

x 

x 

14 

14 

7-1/8 

7-1/8 

10-5/8 

13-1/8 

2-1/2 

2-1/2 

16 

20 

16d 

16d 

6 

8 

10d 

10d 

7215 

7215 

4435 

4435 

32.10 

32.10 

19.73 

19.73 

5123 

5123 

3149 

3149 

22.79 

22.79 

14.01 

14.01 

THDH7212 

THDH7214 

HGUS7.25/12 

HGUS7.25/14 

x 

x 

12 

12 

7-1/4 

7-1/4 

10-1/2 

12-1/4 

4 

4 

56 

66 

16d 

16d 

14 

16 

16d 

16d 

16130 

16130 

9845 

11335 

71.75 

71.75 

43.79 

50.42 

11450 

11450 

6990 

8050 

50.93 

50.93 

31.09 

35.81 

7 x 16 - 22 HD7160 -- -- x 14 7-1/8 15-5/8 2-1/2 24 16d 8 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 

7 x 18 - 26 HD7180 -- -- x 14 7-1/8 17-3/4 2-1/2 28 16d 8 10d 7215 4435 32.10 19.73 5123 3149 22.79 14.01 



 

4) NAILS 


red font. 



EWP Hangers

Top Mount hangers – BPH, TFI, TFL, & THO series 

EWP Hangers 

TFI & THO – Engineered for I-Joist to header applications. Offers full lateral 

support of the I-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. The THO’s feature the Seat Cleat® that allows for quick, 

positive seating. The Seat Cleat® will hold the I-Joist in place, eliminating spring 

back during nailing in the bottom flange. 

TFL – Features 11/2˝ top flange depth that accommodates all header types as well 

as back-to-back installations. Also features USP’s Seat Cleat® for quick, positive 

seating. 

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 128-142. 


Options See BPH Specialty Options Chart on page 125. 





• 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 213. 

Typical TFL 

installation 

2˝ 

H 

1 1 /2˝ 


W 

D 

TFL 

TFI 

Typical BPH 

installation 

Typical THO 

installation 

Slant Nailing 

via dimple 

nail holes 

Seat Cleat® helps 

lock I-Joist into place 

for positive seating 

and nailing ease. 

H 

TF 

H 

TF 

Diamond 

holes 

W 

D 

BPH 

W 

THO 

D 

124 



Top Mount Hangers – BPH, TFI, TFL, & THO series continued 


Nailer Options – chart represents maximum factored resistance 

for hangers used on wood nailers. Reference page 117. 

TFL 


Series 

THO 

THO (Double) 

 

THO (Double) 

 

TFI 

BPH 

Nailer 

Size 


Header 

Joist 

DF-L (Lbs) 


DF-L (kN) 

S-P-F (Lbs) 


Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

2X 6 10d x 1-1/2 2 10d x 1-1/2 1830 265 8.14 1.18 1575 230 7.01 1.02 

3X 6 16d x 2-1/2 2 10d x 1-1/2 2305 265 10.25 1.18 1980 230 8.81 1.02 

(2) 2X 6 10d 2 10d x 1-1/2 1845 265 8.21 1.18 1585 230 7.05 1.02 

4X 6 16d 2 10d x 1-1/2 2535 265 11.28 1.18 2180 230 9.70 1.02 

2X 6 10d x 1-1/2 2 10d x 1-1/2 1960 375 8.72 1.67 1685 325 7.50 1.45 

3X 6 16d x 2-1/2 2 10d x 1-1/2 2115 375 9.41 1.67 1820 325 8.10 1.45 

(2) 2X 6 10d 2 10d x 1-1/2 1965 375 8.74 1.67 1690 325 7.52 1.45 

4X 6 16d 2 10d x 1-1/2 2210 375 9.83 1.67 1900 325 8.45 1.45 

2X 6 10d x 1-1/2 6 10d 2095 375 9.32 1.67 1800 325 8.01 1.45 

3X 6 16d x 2-1/2 6 10d 3360 520 14.95 2.31 2890 445 12.86 1.98 

(2) 2X 10 10d 6 10d 3415 520 15.19 2.31 2935 445 13.06 1.98 

4X 10 16d 6 10d 3840 520 17.08 2.31 3300 445 14.68 1.98 

2X 6 10d x 1-1/2 6 10d 2095 375 9.32 1.67 1800 325 8.01 1.45 

3X 6 16d x 2-1/2 6 10d 3360 520 14.95 2.31 2890 445 12.86 1.98 

(2) 2X 10 10d 6 10d 3415 520 15.19 2.31 2935 445 13.06 1.98 

4X 10 16d 6 10d 3840 520 17.08 2.31 3300 445 14.68 1.98 

4X 6 16d 2 10d x 1-1/2 3685 375 16.39 1.67 3170 325 14.10 1.45 

4X 10 16d 2 10d x 1-1/2 4675 375 20.80 1.67 4020 325 17.88 1.45 

2X 6 10d x 1-1/2 4 10d x 1-1/2 2995 240 13.32 1.07 2575 205 11.45 0.91 

3X 8 16d x 2-1/2 4 10d x 1-1/2 3400 555 15.12 2.47 2925 475 13.01 2.11 

(2) 2X 8 10d 4 10d x 1-1/2 3325 555 14.79 2.47 2860 475 12.72 2.11 

4X 8 16d 4 10d x 1-1/2 3235 555 14.39 2.47 2780 475 12.37 2.11 





4) NAILS: 

S-P-F (kN) 

EWP Hangers 

BPH Specialty Options Chart – refer to Specialty 


Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Sloped Top Flange 4 

Range 

Factored 

Resistance 

Ordering 

 

SK, 

(R) (L), 

 

 

SL, 

(U) (D), 

 

 

 

 

 

 

 

 

 

 

SF, 

(R) (L), 

 

 



Beam Hangers – HLBH series 

Heavy-duty hanger for LVL, LSL, and PSL beams. 

EWP Hangers 

Materials: See EWP Top Mount Hangers charts, 

pages 132-136, 138-142. 


Options: See Specialty Options Chart. 






• For welded installations, see page 213. 

• 16d ring shank nails are supplied with HLBH hangers 

HLBH Nailer Options – chart represents maximum factored resistance 




Header Joist DF-L (Lbs) DF-L (kN) S-P-F (Lbs) 

S-P-F (kN) 


Series 

Nailer 

Size Qty Type Qty Type 

Vertical 

100% 

Uplift 1 

115% 

Vertical 

100% 

Uplift 1 

115% 

Vertical 

100% 

Uplift 1 

115% 

Vertical 

100% 

Uplift 1 

115% 

HLBH 

4X 15 NA16D-RS 6 10d x 1-1/2 13825 1430 61.50 6.36 12840 1235 57.12 5.49 

4X 15 NA16D-RS 6 16d 13825 1770 61.50 7.87 12840 1430 57.12 6.36 




3) NAILS 

red font. 

4 3 /8˝ 

Typical HLBH 

installation 

W 

L 

D 

HLBH 

H 

TF 



Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Sloped Top Flange 4 Top Flange Offset Saddle 5 Ridge 

Range 

 

 

 

 

Factored 

 

 

 

Resistance 

 

 

 

See footnote 5. 

 

 

Ordering 

SK, 

(R) (L), 

 

 

SL, 

(U) (D), 

 

 

 

 

 

 

 

 

 

SF, 

(R) (L), 

 

 

S, 

(R) (L), 

 

 

SA, 

 

 

 

DA, 

 

 

 

Top Flange Hangers – MPH, PHM & PHXU series 

MPH – Designed to work with standard 6˝ or larger grouted concrete block wall construction. Eliminates 

the need for masons to fabricate special seats to support I-Joists or composite wood beams. 

PHM & PHXU – Used to connect LVL, LSL, and PSL beams to headers in medium load conditions 

using standard nails. 

Install with (2) 

16d duplex nails 

in grouted cells 

Materials: See EWP Top Mount Hangers charts, pages 128-142. 

Finish: USP primer; PHXU – G90 galvanizing 

Options: See Speciality Options Chart on page 127. 

Codes: Load values are derived from data submitted tvarious 




• For MPH series: 16d duplex nails are not provided. Place hanger on top of concrete block. Install 

(2) 16d duplex nails (8 gauge or 0.162˝ dia. x 31⁄2˝ double head) in the grouted cavity, and then 

continue laying the next course of block. Larger holes on top flange 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 top flange shall be subsequently grouted. 

• For PHM & PHXU welded installations, see page 213. 

126 


Typical MPH 

installation 


Top Flange Hangers – MPH, PHM, & PHXU series cont. 

L 

H 

TF 

L 

H 

3 3 /4˝ 

L 

H 

TF 

EWP Hangers 



Series 

PHM 

W 

PHXU 

 

PHXU 

 

PHM 

D 


W 

MPH 

2 1 /2˝ 

W 

PHXU 

PHM & PHXU Nailer Options – chart represents maximum factored resistance 




Nailer 


Size Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

2X 2 10d x 1-1/2 2 10d x 1-1/2 4335 -- -- 19.28 -- -- 3730 -- -- 16.59 -- -- 

3X 2 16d x 2-1/2 2 10d x 1-1/2 5140 -- -- 22.86 -- -- 4420 -- -- 19.66 -- -- 

(2) 2X 2 10d 2 10d x 1-1/2 4790 -- -- 21.31 -- -- 4120 -- -- 18.33 -- -- 

4X 2 16d 2 10d x 1-1/2 4685 -- -- 20.84 -- -- 4030 -- -- 17.93 -- -- 

4X 8 16d 6 10d x 1-1/2 6370 1210 28.34 5.38 4420 920 19.66 4.09 

4X 8 16d 6 10d x 1-1/2 7610 1005 33.85 4.47 5170 865 23.00 3.85 

4X 8 16d 6 10d 7610 1290 33.85 5.74 5170 1150 23.00 5.12 

 

 

 

3) NAILS 

red font. 

D 

Typical PHXU 

installation 


Option USP Series Skewed 1,3,5 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Sloped Top Flange 4 Top Flange Offset 5,7 Saddle 5,6 Ridge 

Range 

Factored 

Resistance 

Ordering 

PHM 

 

 

PHXU 

 

 

N/A 

 

 

MPH N/A N/A 

PHM 

PHXU 

MPH 

 

 

 

 

 

 

 

 

 

 

 

 

 

7) PHXU offset option - hanger will be welded with a closed top angle, not formed. 

red font. 

 

 

 

 

 

 

 

 

See footnote 6. 

 

SA, 

DA, and 

SK, 

SL, 

SF, 

OS, and 

 

 

PHM 

(R) (L), 

(R) (L), (U) (D), 

 

(R) (L), 

 

 

PHXU 

 

N/A 

 

MPH N/A N/A 



EWP Top Mount Hanger Charts 

EWP Hangers 

Joist Size 

1-1/2 x 9-1/4 

1-1/2 x 9-1/2 

1-1/2 x 11-1/4 



THO15925 LT15925 -- 

BPH15925 

THO15950 

BPH1595 

MPH1595 

BPH15112 

MPH212 

LBV1.56/9.25 

MPH210 WM29.25 

LT159 

LBV1.56/9.5, 

MIT29.5 

WM29.5 

LBV1.56/11.25 

WM211.25 


x 

-- 

-- 

x 

-- 

x 

-- 

Steel Gauge 

18 

12 

12 

18 

12 

12 

12 

12 

Dimensions (in) Fastener Schedule 2,5,6 Factored Resistance 4 

Header 

Joist 

Header Material (100%) 

Uplift 1 

W H D L TF Qty Type Qty Type Unit 

1-9/16 9-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 

1-9/16 

1-9/16 

1-1/2 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 

1-9/16 

1-9/16 

1-9/16 

1-9/16 

9-1/4 

9-1/4 

9-1/2 

9-1/2 

11-1/4 

11-1/4 

2-3/8 

2-1/2 

2-3/8 

2-1/2 

2-3/8 

2-1/2 

-- 

7 

-- 

7 

-- 

1-1/2 

3-3/4 

1-1/2 

3-3/4 

1-1/2 

10 

10 

16d 4 

7 3-3/4 2 16d duplex 

10 16d 4 10d x 1-1/2 

2 16d duplex 2 10d x 1-1/2 

16d 4 10d x 1-1/2 

16d duplex 2 10d x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

DF-L 

I-Joist 2 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

DF-L 115% 

Lbs 1445 1935 1860 1920 1645 1170 -- 435 

kN 6.43 8.61 8.27 8.54 7.32 5.20 -- 1.94 

Lbs -- 4415 4415 4415 3780 2865 -- 780 

kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47 

Lbs -- -- -- -- -- -- 3745 -- 

kN -- -- -- -- -- -- 16.66 -- 

Lbs 1815 1935 1860 1920 1790 1270 -- 505 

kN 8.07 8.61 8.27 8.54 7.96 5.65 -- 2.25 

Lbs -- 4415 4415 4415 3780 2865 -- 780 

kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47 

Lbs -- -- -- -- -- -- 3745 -- 

kN -- -- -- -- -- -- 16.66 -- 

Lbs -- 4415 4415 4415 3780 2865 -- 780 

kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47 

Lbs -- -- -- -- -- -- 3745 -- 

kN -- -- -- -- -- -- 16.66 -- 

THO15118 

LT151188, 

Lbs 1880 1935 1860 1920 1975 1405 -- 505 

-- 18 1-1/2 11-7/8 2 -- 1-9/16 6 10d 2 10d x 1-1/2 

MIT211.88 

kN 8.36 8.61 8.27 8.54 8.79 6.25 -- 2.25 

1-1/2 x 11-7/8 

Lbs -- 4415 4415 4415 3780 2865 -- 780 

BPH15118 LBV1.56/11.88 x 12 1-9/16 11-7/8 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2 

kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47 

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 

Lbs -- -- -- -- -- -- 3745 -- 

kN -- -- -- -- -- -- 16.66 -- 

THO15140 -- -- -- 16 1-9/16 14 2-3/8 -- 1-1/2 10 10d 2 10d x 1-1/2 

Lbs 1485 1485 1485 1485 1690 1200 -- 435 

kN 6.61 6.61 6.61 6.61 7.52 5.34 -- 1.94 

1-1/2 x 14 BPH1514 LBV1.56/14 x 12 1-9/16 14 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2 

Lbs -- 4415 4415 4415 3780 2865 -- 780 

kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47 

MPH1514 -- -- -- 12 1-9/16 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 

Lbs -- -- -- -- -- -- 3745 -- 

kN -- -- -- -- -- -- 16.66 -- 

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 

Lbs 1445 1935 1860 1920 1645 1170 -- 435 

kN 6.43 8.61 8.27 8.54 7.32 5.20 -- 1.94 

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 

Lbs 1485 1935 1860 1920 1690 1200 -- 435 

kN 6.61 8.61 8.27 8.54 7.52 5.34 -- 1.94 

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 

Lbs 1485 1935 1860 1920 1690 1200 -- 435 

kN 6.61 8.61 8.27 8.54 7.52 5.34 -- 1.94 

1-5/8 x 14 THO16140 -- -- -- 16 1-11/16 14 3 -- 1-3/4 10 10d 2 10d x 1-1/2 

Lbs 1485 1485 1485 1485 1690 1200 -- 435 

kN 6.61 6.61 6.61 6.61 7.52 5.34 -- 1.94 

1-3/4 x 7-1/4 PHXU17725 

LBV1.81/7.25, 

Lbs -- 6370 6370 6370 6370 4420 -- 1210 

x 7 1-13/16 7-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 

WP1.81/7.25 

kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38 

BPH17925 LBV1.81/9.25 x 12 1-13/16 9-1/4 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 

Lbs -- 4890 4890 4890 4320 3235 -- 780 

kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47 

1-3/4 x 9-1/4 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 

Lbs -- 5090 4795 4435 4125 4125 -- -- 

kN -- 22.64 21.33 19.73 18.35 18.35 -- -- 

PHXU17925 WPU1.81/9.25 x 7 1-13/16 9-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 

Lbs -- 6370 6370 6370 6370 4420 -- 1210 

kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38 

THO17950 

LT179, 

Lbs 1570 1935 1860 1920 2195 1560 -- 505 

-- 18 1-3/4 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 

ITS1.81/9.5 

kN 6.98 8.61 8.27 8.54 9.76 6.94 -- 2.25 

BPH1795 

LBV1.81/9.5, 

Lbs -- 4890 4890 4890 4320 3235 -- 780 

x 12 1-13/16 9-1/2 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 

MIT9.5 

kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47 

1-3/4 x 9-1/2 

Lbs -- 5090 4795 4435 4125 4125 -- -- 

PHM1795 WP9 x 7/10 1-13/16 9-1/2 2-1/2 7 3 2 16d 2 10d x 1-1/2 

kN -- 22.64 21.33 19.73 18.35 18.35 -- -- 

PHXU1795 -- -- x 7 1-13/16 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 

Lbs -- 6370 6370 6370 6370 4420 -- 1210 

kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38 

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 

Lbs -- -- -- -- -- -- 4305 -- 

kN -- -- -- -- -- -- 19.15 -- 


2) When I-joist is used as a header, all nails must be 10d x 1-1/2. 

L 

3) Masonry compressive strength shall be minimum 1500 psi for MPH hangers. 

4) Some listed factored resistances may be increased for short-term loading. Refer to code evaluation reports for USP Structural Connectors for details. 

TF 

5) Minimum nail embedment shall be 8 nail diameters (typ.). 

6) NAILS 


H 

2 

2 


W 

D 


128 


EWP Top Mount Hanger Charts continued 


Joist Size 

1-3/4 x 11-1/4 

1-3/4 x 11-7/8 

1-3/4 x 14 

1-3/4 x 16 

2 - 2-1/8 

x 9-1/2 

2 - 2-1/8 

x 11-7/8 


Stock No. 

BPH17112 

PHM17112 

PHXU17112 

THO17118 

BPH17118 

PHM17118 

PHXU17118 

MPH17118 

TFL1714 

BPH1714 

PHM1714 

PHXU1714 

MPH1714 

TFL1716 

BPH1716 

PHM1716 

MPH1716 

TFL2095 

TFL20118 

Ref. No. 

LBV1.81/11.25 

WPU1.81/11.25 

LT171188, 

ITS1.81/11.88, 

MIT11.88 

BA1.81/11.88, 

LBV1.81/11.88 

WP11 

WPU1.81/11.88 

WM11 

WP14 

WPU1.81/14 

WM14 

LT1716, 

ITS1.81/16 

B1.81/16, 

LBV1.81/16, 

MIT1.81/16 

-- 

x 

-- 

Steel Gauge 

WP16 x 7/10 

WM16 

-- -- 

LT1714, 

ITS1.81/14 

LBV1.81/14, 

MIT1.81/14 

LT209, 

ITS2.06/9.5 

LT2011.88, 

ITS2.06/11.88 


-- 

-- 

-- 

18 

12 

12 1-13/16 

18 2-1/8 

18 

1-3/4 

1-13/16 

1-13/16 

1-13/16 

1-13/16 

1-3/4 

1-13/16 16 2-1/2 


Header 

Joist 


Uplift 1 


x 12 1-13/16 11-1/4 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 

Lbs -- 4890 4890 4890 4320 3235 -- 780 

kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47 

x 7/10 1-13/16 11-1/4 2-1/2 7 3 2 16d 2 10d x 1-1/2 

Lbs -- 5090 4795 4435 4125 4125 -- -- 

kN -- 22.64 21.33 19.73 18.35 18.35 -- -- 

x 7 1-13/16 11-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 

Lbs -- 6370 6370 6370 6370 4420 -- 1210 

kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38 

Lbs 1735 1935 1860 1920 2195 1555 -- 505 

-- 18 1-3/4 11-7/8 2 -- 1-9/16 6 10d 2 10d x 1-1/2 

kN 7.72 8.61 8.27 8.54 9.76 6.92 -- 2.25 

x 12 

x 7/10 

x 7 

-- 12 

-- 

x 

x 

x 

18 

12 

7/10 

7 

12 

1-13/16 

1-13/16 

1-13/16 

16 

2 -- 

1-13/16 16 2-3/8 -- 

2-1/8 

11-7/8 2-3/8 

11-7/8 2-1/2 

11-7/8 3-1/4 

14 

14 

14 

14 

14 

16 

9-1/2 

2-1/2 






6) NAILS 


2 

2-3/8 

2-1/2 

3-1/4 

2-1/2 

11-7/8 2 

-- 

7 

10 

-- 

-- 

7 

10 

7 

7 

7 

1-1/2 

2-1/2 

1-11/16 

3 

3-3/4 

2 -- 1-1/2 

-- 

1-11/16 

1-13/16 11-7/8 2-1/2 7 3-3/4 2 16d duplex 

3 

2-1/2 

1-11/16 

3 

3-3/4 

1-1/2 

1-1/2 

10 16d 4 10d x 1-1/2 

2 16d 2 10d x 1-1/2 

8 16d 6 10d x 1-1/2 

6 

2 16d duplex 2 

2 

10d x 1-1/2 

10 16d 4 10d x 1-1/2 

2 

8 

6 10d 

10d x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

10 16d 4 10d x 1-1/2 

2 16d 2 10d x 1-1/2 


6 

10d 2 

10d 

10d x 1-1/2 

10d x 1-1/2 

6 10d 2 10d x 1-1/2 

2 

16d 2 

16d 6 

2 

10d x 1-1/2 

DF-L 

I-Joist 2 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

DF-L 115% 

Lbs -- 4890 4890 4890 4320 3235 -- 780 

kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47 

Lbs -- 5090 4795 4435 4125 4125 -- -- 

kN -- 22.64 21.33 19.73 18.35 18.35 -- -- 

Lbs -- 6370 6370 6370 6370 4420 -- 1210 

kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38 

Lbs -- -- -- -- -- -- 4305 -- 

kN -- -- -- -- -- -- 19.15 -- 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs -- 4890 4890 4890 4320 3235 -- 780 

kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47 

Lbs -- 5090 4795 4435 4125 4125 -- -- 

kN -- 22.64 21.33 19.73 18.35 18.35 -- -- 

Lbs -- 6370 6370 6370 6370 4420 -- 1210 

kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38 

Lbs -- -- -- -- -- -- 4305 -- 

kN -- -- -- -- -- -- 19.15 -- 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs -- 4890 4890 4890 4320 3235 -- 780 

kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47 

Lbs -- 5090 4795 4435 4125 4125 -- -- 

kN -- 22.64 21.33 19.73 18.35 18.35 -- -- 

Lbs -- -- -- -- -- -- 4305 -- 

kN -- -- -- -- -- -- 19.15 -- 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

L 

TF 

EWP Hangers 

H 

W 

D 





EWP Hangers 

Joist Size 

2 - 2-1/8 x 14 

2 - 2-1/8 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 14 

2-1/4 - 2-5/16 

x 16 

2-1/4 - 2-5/16 

x 18 

2-1/4 - 2-5/16 

x 20 

2-1/2 x 9-1/4 


Stock No. 

Ref. No. 

Steel Gauge 


Header 

Joist 


Uplift 1 


2-1/2 x 9-3/8 TFL25938 LT259375 -- 18 2-1/2 9-3/8 2 -- 1-1/2 6 10d 2 

2-1/2 x 9-1/2 

TFL2014 

TFL2314 

TFI3518 

TFL2595 

LT214, 

ITS2.06/14 

TFL2016 LT2016 

TFL2395 

TFL23118 

LT2314, 

ITS2.37/14 

THO23140 LBV2.37/14 

TFI3514 MIT3514 

PHM2314 WP3514 

MPH2314 -- -- 

TFL2316 -- -- 

TFI3516 MIT3516 

PHM2316 WP3516 

MPH2316 -- -- 

PHM2318 WP3518 

TFI3520 

LT239, 

ITS2.37/9.5 

MPH2395 -- -- 

LT231188, 

ITS2.37/11.88 

MPH23118 WM3511.88 

HIT3518, 

LBV2.37/18, 

MIT3518 

MPH2318 -- -- 

HIT3520, 

LBV2.37/20, 

MIT3520 

PHM2320 WP3520 

MPH2320 -- -- 

TFL25925 LT25925 

MPH25925 -- -- 

LT259, 

ITS2.56/9.5 

MPH2595 -- -- 


-- 18 

-- 18 

-- 18 

-- 12 

-- 18 

18 

-- 16 

x 7/10 

-- 12 

-- 18 

-- 16 

x 7/10 

-- 12 

-- 18 

-- 12 

2-5/16 

2-3/8 

-- 12 2-3/8 

-- 18 

-- 

-- 16 

x 7/10 

x 12 

-- 16 

x 7/10 

x 12 

-- 18 

-- 12 

2-1/8 

2-1/8 

2-5/16 

2-5/16 

2-3/8 

2-3/8 

2-3/8 

2-1/2 

16 

20 

20 

9-1/4 

9-1/4 

2-1/2 9-1/2 2 -- 1-1/2 6 

2-1/2 9-1/2 

3-3/4 2 16d duplex 

10d 2 10d x 1-1/2 

10d x 1-1/2 






6) NAILS 



2-3/8 

2-1/2 

2-1/2 

2-1/2 

2-1/2 

2-1/2 

2 

2-1/2 

2-1/2 

7 

7 

2-1/16 

18 2-1/2 7 3 

2-1/2 

2-1/2 

2-1/2 

-- 

-- 

2-3/8 14 2-1/2 7 3 2 16d 

2-3/8 

2-5/16 

2-3/8 

2-3/8 

2-3/8 

14 2 

14 

14 

16 

16 

16 

2 

2-1/2 

7 

-- 

-- 

7 

7 

-- 

7 

-- 

7 

-- 

7 

1-1/2 

2 

3-3/4 

1-1/2 

2-1/16 

3 

3-3/4 

3-3/4 

2-1/16 

3 

3-3/4 

1-1/2 

3-3/4 

6 10d 

2-3/8 14 2-1/2 -- 2-1/16 6 16d 

2-3/8 

2-3/8 

2-3/8 

2-3/8 

2-1/2 

14 

16 

9-1/2 

9-1/2 

11-7/8 

11-7/8 

18 

18 

20 

2 -- 

2 -- 

2 -- 

2-1/2 

2 

2-1/2 

7 

-- 

1-1/2 

1-1/2 

1-1/2 

3-3/4 

1-1/2 

7 3-3/4 

6 10d 

6 10d 2 


6 10d 

6 

16d 2 

2 16d duplex 

2 

2 

2 10d x 1-1/2 

2 10d x 1-1/2 

2 

2 

2 

10d x 1-1/2 

6 10d 2 10d x 1-1/2 

6 10d 2 10d x 1-1/2 

2 16d duplex 2 10d x 1-1/2 

10d x 1-1/2 

2 16d duplex 2 10d x 1-1/2 

2 10d x 1-1/2 

12 10d 2 10d x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

2 16d 2 10d x 1-1/2 

6 

10d x 1-1/2 

2 10d x 1-1/2 

6 16d 2 10d x 1-1/2 

2 

6 

16d 2 

2 16d 2 

16d duplex 

16d 2 10d x 1-1/2 

2 16d duplex 2 10d x 1-1/2 

10d 2 

10d x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

2 16d duplex 2 10d x 1-1/2 

10d x 1-1/2 

DF-L 

I-Joist 2 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

DF-L 115% 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs -- -- -- -- -- -- 5565 -- 

kN -- -- -- -- -- -- 24.76 -- 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs -- -- -- -- -- -- 5565 -- 

kN -- -- -- -- -- -- 24.76 -- 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs 3865 3865 3865 3865 4450 3160 -- 500 

kN 17.19 17.19 17.19 17.19 19.80 14.06 -- 2.22 

Lbs -- 3685 3220 3260 4190 2975 -- 545 

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42 

Lbs -- 5140 5140 4435 4125 4125 -- -- 

kN -- 22.86 22.86 19.73 18.35 18.35 -- -- 

Lbs -- -- -- -- -- -- 5565 -- 

kN -- -- -- -- -- -- 24.76 -- 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs -- 3685 3220 3260 4190 2975 -- 545 

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42 

Lbs -- 5140 5140 4435 4125 4125 -- -- 

kN -- 22.86 22.86 19.73 18.35 18.35 -- -- 

Lbs -- -- -- -- -- -- 5565 -- 

kN -- -- -- -- -- -- 24.76 -- 

Lbs -- 3685 3220 3260 4190 2975 -- 545 

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42 

Lbs -- 5140 5140 4435 4125 4125 -- -- 

kN -- 22.86 22.86 19.73 18.35 18.35 -- -- 

Lbs -- -- -- -- -- -- 5565 -- 

kN -- -- -- -- -- -- 24.76 -- 

Lbs -- 3685 3220 3260 4190 2975 -- 545 

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42 

Lbs -- 5140 5140 4435 4125 4125 -- -- 

kN -- 22.86 22.86 19.73 18.35 18.35 -- -- 

Lbs -- -- -- -- -- -- 5565 -- 

kN -- -- -- -- -- -- 24.76 -- 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs -- -- -- -- -- -- 5990 -- 

kN -- -- -- -- -- -- 26.65 -- 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs -- -- -- -- -- -- 5990 -- 

kN -- -- -- -- -- -- 26.65 -- 

L 

H 

TF 


W 

D 


130 




Joist Size 

2-1/2 x 11-1/4 

2-1/2 x 11-7/8 

2-1/2 x 13 

2-1/2 x 14 

2-1/2 x 16 

2-1/2 x 18 

2-1/2 x 20 

2-1/2 x 22 


Stock No. 

TFL25112 

MPH25112 

TFL25118 

THO25118 

MPH25118 

TFL2513 

TFL2514 

THO25140 

Ref. No. 

Steel Gauge 

TFI314 MIT314 -- 16 2-9/16 14 2-1/2 -- 2 

PHM2514 

MPH2514 

TFL2516 

TFI316 

PHM2516 

MPH2516 

TFI318 

MPH2518 

TFI320 

LT251125 

MIT311.88 

LT2513 

-- -- 

 

ITS2.56/11.88 

-- -- 

 

ITS2.56/14 

-- -- 

-- 18 

-- 12 

-- 18 

-- 16 

-- 12 

-- 18 


Header 

Joist 


Uplift 1 


2-1/2 11-1/4 2 

2-1/2 11-1/4 

2-1/2 

2-9/16 

2-1/2 11-7/8 

2-1/2 

11-7/8 2 

11-7/8 2-3/8 

2-1/2 7 3-3/4 





6) NAILS 



2-1/2 

WPI314 -- 7/10 2-9/16 14 2-1/2 

-- -- 

-- 18 

-- 18 

-- 12 

2-1/2 

2-9/16 

13 

14 

14 

2 

-- 

-- 

-- 

7 

1-1/2 

1-1/2 

1-15/16 

3-3/4 

-- 1-1/2 

-- 

-- 

7 3 

2-1/2 14 2-1/2 7 3-3/4 

2-1/2 

2-9/16 

2-1/2 

2-1/2 

MPH2520 -- -- x 12 2-1/2 20 2-1/2 7 

TFI322 

MPH2522 

LT2516 

 

MIT316 

WPI316 

-- -- 

 

 

MIT318 

-- -- 

 

 

MIT320 

 

 

WPI322 

-- -- 


-- 18 

-- 16 

-- 7/10 

-- 

12 

-- 16 

x 12 

-- 16 

-- 16 

2-9/16 

2-9/16 

2-1/2 

2-9/16 

2-9/16 

16 

16 

16 

16 

18 

18 

20 

2 

2-1/2 

2-1/2 

2-1/2 

2-1/2 

2-1/2 

x 12 2-1/2 22 2-1/2 

2 

2-3/8 

22 2-1/2 

-- 

-- 

7 

7 

-- 

7 

-- 

-- 

7 

1-1/2 

2 

1-1/2 

2 

3 

3-3/4 

2 

3-3/4 

2 

3-3/4 

2 

3-3/4 

6 10d 

10d x 1-1/2 

2 16d duplex 2 10d x 1-1/2 

10d x 1-1/2 

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

2 

6 10d 2 

2 16d duplex 2 10d x 1-1/2 

6 

6 

2 

10d 2 10d x 1-1/2 

10d 

2 10d x 1-1/2 

12 10d 2 10d x 1-1/2 

6 16d 2 10d x 1-1/2 

16d 2 10d x 1-1/2 

2 16d duplex 2 10d x 1-1/2 

6 10d 2 

6 16d 2 10d x 1-1/2 

2 16d 2 


6 

2 

2 

10d x 1-1/2 

10d x 1-1/2 

2 16d duplex 2 10d x 1-1/2 

6 16d 2 

10d x 1-1/2 

2 16d duplex 2 10d x 1-1/2 

10 16d 2 10d x 1-1/2 

2 

16d 

16d duplex 

10d x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

DF-L 

I-Joist 2 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

DF-L 115% 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs -- -- -- -- -- -- 5990 -- 

kN -- -- -- -- -- -- 26.65 -- 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs 2950 2535 2535 2535 3005 2130 -- 435 

kN 13.12 11.28 11.28 11.28 13.37 9.48 -- 1.94 

Lbs -- -- -- -- -- -- 5990 -- 

kN -- -- -- -- -- -- 26.65 -- 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs 3865 3865 3865 3865 4450 3160 -- 435 

kN 17.19 17.19 17.19 17.19 19.80 14.06 -- 1.94 

Lbs -- 3685 3220 3260 4190 2975 -- 545 

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42 

Lbs -- 5140 5140 4435 4125 4125 -- -- 

kN -- 22.86 22.86 19.73 18.35 18.35 -- -- 

Lbs -- -- -- -- -- -- 5990 -- 

kN -- -- -- -- -- -- 26.65 -- 

Lbs 1795 2370 2305 2450 2495 1771 -- 265 

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 

Lbs -- 3685 3220 3260 4190 2975 -- 545 

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42 

Lbs -- 5140 5140 4435 4125 4125 -- -- 

kN -- 22.86 22.86 19.73 18.35 18.35 -- -- 

Lbs -- -- -- -- -- -- 5990 -- 

kN -- -- -- -- -- -- 26.65 -- 

Lbs -- 3685 3220 3260 4190 2975 -- 545 

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42 

Lbs -- -- -- -- -- -- 5990 -- 

kN -- -- -- -- -- -- 26.65 -- 

Lbs -- 3685 3220 3260 4190 2975 -- 545 

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42 

Lbs -- -- -- -- -- -- 5990 -- 

kN -- -- -- -- -- -- 26.65 -- 

Lbs -- 4675 4205 4250 5315 3775 -- 545 

kN -- 20.80 18.71 18.91 23.64 16.79 -- 2.42 

Lbs -- -- -- -- -- -- 5990 -- 

kN -- -- -- -- -- -- 26.65 -- 

L 

H 

TF 

EWP Hangers 

W 

D 





EWP Hangers 

Joist Size 

2-1/2 x 24 

2-1/2 x 26 

2-5/8 x 9-1/2 

2-5/8 x 11-7/8 

2-5/8 x 14 


Stock No. 

TFI324 

MPH2524 

TFI326 

MPH2526 

Ref. No. 

HIT324, 

LBV2.56/24, 

WPI324 

-- -- 

HIT326, 

LBV2.56/26, 

WPI326 

-- -- 

-- -- 

2-5/8 x 16 THO26160 -- -- 

2-11/16 

x 9-1/4 

2-11/16 

x 9-1/2 

2-11/16 

x 11-1/4 

2-11/16 

x 11-7/8 

2-11/16 x 14 

2-11/16 x 16 

3 x 9-1/4 

3 x 9-1/2 

THO26950 

THO26118 

THO26140 

-- 

Steel Gauge 

16 

x 12 

-- 16 

x 12 

-- 18 


Header 

Joist 


Uplift 1 


2-9/16 

2-1/2 24 

24 2-1/2 -- 

26 

10d x 1-1/2 

2 16d duplex 2 10d x 1-1/2 

DF-L 

I-Joist 2 


PHXU27925 

HLBH27925 

PHXU2795 

HLBH2795 

PHXU27112 

HLBH27112 

PHXU27118 

HLBH27118 

PHXU2714 

HLBH2714 

PHXU2716 

HLBH2716 

BPH31925 

PHXU31925 

-- -- 

-- -- 

HWU2.75/9.25 

GLTV2.75/9.25 

-- -- 

GLTV2.75/9.5 

-- -- 

GLTV2.75/11.25 

-- -- 

GLTV2.75/11.88 

-- -- 

GLTV2.75/14 

-- -- 

GLTV2.75/16 

LBV3.12/9.25 

WP29.25-2 

MPH210-2 WM29.25-2 

THO15950-2 

LT2-159, 

MIT29.5-2 

BPH3195 LBV3.12/9.5 

PHXU3195 

MPH1595-2 

WP29.5-2 

WM29.5-2 


2-9/16 

2-1/2 






6) NAILS: 

 


2-1/2 

7 

2-1/2 -- 

2 

3-3/4 

10 16d 2 

26 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 

2-11/16 9-1/2 2-3/8 -- 2 10 10d 

-- 16 2-11/16 11-7/8 2-3/8 -- 

-- 18 

-- 18 

-- 

x 7 

-- 7 

x 7 

-- 7 

x 7 

-- 7 

x 7 

-- 7 

x 7 

-- 7 

x 7 

x 12 

x 

2-11/16 

2-11/16 

2-3/4 

2-3/4 

2-3/4 

2-3/4 

2-3/4 

2-3/4 

2-3/4 

2-3/4 

3-1/8 

14 

2-3/8 -- 

16 2-3/8 -- 

7 2-3/4 9-1/4 3-1/4 10 2-1/2 

7 

x 12 

x 16 

x 

12 

x 7 

x 12 

2-3/4 

2-3/4 

2-3/4 

3-1/8 

3-1/8 

3-1/16 

3-1/8 

3-1/8 

3-1/8 

9-1/4 

9-1/2 

9-1/2 

11-1/4 

11-1/4 

11-7/8 

11-7/8 

14 

14 

16 

16 

9-1/4 

9-1/4 

9-1/4 

9-1/2 

9-1/2 

9-1/2 

9-1/2 

6 

3-1/4 

6 

3-1/4 

6 

3-1/4 

6 

3-1/4 

6 

3-1/4 

6 

3 

3-1/4 

2-1/2 

2-3/8 

3 

3-1/4 

2-1/2 

12 

10 

12 

10 

12 

10 

12 

10 

12 

10 

12 

-- 

10 

7 

-- 

-- 

10 

7 

2 

2 

2 

2 

2-3/4 

2-1/2 

2-3/4 

2-1/2 

2-3/4 

2-1/2 

2-3/4 

2-1/2 

2-3/4 

2-1/2 

2-3/4 

2-3/32 

2-1/2 

3-3/4 

1-1/2 

2-3/32 

2-1/2 

3-3/4 

10 16d 2 10d x 1-1/2 

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

2 

10d x 1-1/2 

12 10d 2 10d x 1-1/2 

12 10d 2 10d x 1-1/2 

8 16d 6 10d x 1-1/2 

15 6 10d x 1-1/2 

8 16d 6 10d x 1-1/2 

15 6 10d x 1-1/2 

8 16d 6 10d x 1-1/2 

15 6 10d x 1-1/2 

8 16d 6 10d x 1-1/2 

15 6 10d x 1-1/2 

8 16d 6 10d x 1-1/2 

15 6 10d x 1-1/2 

8 16d 6 10d x 1-1/2 

15 6 10d x 1-1/2 

10 16d 4 10d 

8 16d 6 

10d x 1-1/2 

2 16d duplex 2 10d 

10 16d 6 10d 

10 16d 4 10d 

8 16d 6 10d x 1-1/2 


10d 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

DF-L 115% 

Lbs -- 4675 4205 4250 5315 3775 -- 545 

kN -- 20.80 18.71 18.91 23.64 16.79 -- 2.42 

Lbs -- -- -- -- -- -- 5990 -- 

kN -- -- -- -- -- -- 26.65 -- 

Lbs -- 4675 4205 4250 5315 3775 -- 545 

kN -- 20.80 18.71 18.91 23.64 16.79 -- 2.42 

Lbs -- -- -- -- -- -- 5990 -- 

kN -- -- -- -- -- -- 26.65 -- 

Lbs 2340 2340 2340 2340 2660 1890 -- 500 

kN 10.41 10.41 10.41 10.41 11.83 8.41 -- 2.22 

Lbs 2640 2640 2640 2640 3005 2130 -- 500 

kN 11.74 11.74 11.74 11.74 13.37 9.48 -- 2.22 

Lbs 3910 3910 3910 3910 4450 3160 -- 500 

kN 17.39 17.39 17.39 17.39 19.80 14.06 -- 2.22 

Lbs 3910 3910 3910 3910 4450 3160 -- 500 

kN 17.39 17.39 17.39 17.39 19.80 14.06 -- 2.22 

Lbs -- 8670 8330 8670 7610 5170 -- 1005 

kN -- 38.57 37.06 38.57 33.85 23.00 -- 4.47 

Lbs -- 14725 15180 13825 13825 12840 -- 1430 

kN -- 65.50 67.53 61.50 61.50 57.12 -- 6.36 

Lbs -- 8670 8330 8670 7610 5170 -- 1005 

kN -- 38.57 37.06 38.57 33.85 23.00 -- 4.47 

Lbs -- 14725 15180 13825 13825 12840 -- 1430 

kN -- 65.50 67.53 61.50 61.50 57.12 -- 6.36 

Lbs -- 8670 8330 8670 7610 5170 -- 1005 

kN -- 38.57 37.06 38.57 33.85 23.00 -- 4.47 

Lbs -- 14725 15180 13825 13825 12840 -- 1430 

kN -- 65.50 67.53 61.50 61.50 57.12 -- 6.36 

Lbs -- 8670 8330 8670 7610 5170 -- 1005 

kN -- 38.57 37.06 38.57 33.85 23.00 -- 4.47 

Lbs -- 14725 15180 13825 13825 12840 -- 1430 

kN -- 65.50 67.53 61.50 61.50 57.12 -- 6.36 

Lbs -- 8670 8330 8670 7610 5170 -- 1005 

kN -- 38.57 37.06 38.57 33.85 23.00 -- 4.47 

Lbs -- 14725 15180 13825 13825 12840 -- 1430 

kN -- 65.50 67.53 61.50 61.50 57.12 -- 6.36 

Lbs -- 8670 8330 8670 7610 5170 -- 1005 

kN -- 38.57 37.06 38.57 33.85 23.00 -- 4.47 

Lbs -- 14725 15180 13825 13825 12840 -- 1430 

kN -- 65.50 67.53 61.50 61.50 57.12 -- 6.36 

Lbs -- 5265 5055 5435 5055 4055 -- 780 

kN -- 23.42 22.49 24.18 22.49 18.04 -- 3.47 

Lbs -- 8670 8330 8670 7610 5170 -- 1005 

kN -- 38.57 37.06 38.57 33.85 23.00 -- 8670 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs 3785 3355 3585 3585 4180 2970 -- 2210 

kN 16.84 14.92 15.95 15.95 18.59 13.21 -- 9.83 

Lbs -- 5265 5055 5435 5055 4055 -- 780 

kN -- 23.42 22.49 24.18 22.49 18.04 -- 3.47 

Lbs -- 8670 8330 8670 7610 5170 -- 1005 

kN -- 38.57 37.06 38.57 33.85 23.00 -- 4.47 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

L 

H 

TF 


W 

D 


132 




Joist Size 

3 x 11-1/4 

3 x 11-7/8 

3 x 14 

3-1/2 x 9-1/4 

3-1/2 x 9-3/8 


Stock No. 

BPH31112 

PHXU31112 

MPH15112-2 

THO15118-2 

BPH31118 

PHXU31118 

MPH15118-2 

BPH3114 

PHXU3114 

Ref. No. 

LT2-151188, 

MIT211.88-2 

LBV3.12/11.88 

WP211.88-2 

WM211.88-2 

LBV3.12/14 

-- -- 

3-1/2 x 7-1/4 PHXU35725 WPU3.56/7.25 

THO35925 

BPH35925 

PHM35925 

PHXU35925 

HLBH35925 

MPH410 

THO35938 

LBV3.12/11.25 

WP211.25-2 

WM211.25-2 

LT35925 

 

LBV3.56/9.25 

WPI49.25 

HB3.56/9.25, 

HWI49.25, 

HWU3.56/9.25 

WM410 

-- -- 

LT359375 


x 

Steel Gauge 

12 

x 7 

x 12 

x 

16 

x 12 

x 7 

x 

12 

x 12 

x 7 

x 7 

-- 

x 

16 

x 12 

x 7/10 

7 

x 7 

-- 12 

-- 16 


Header 

Joist 


Uplift 1 


3-1/8 

3-1/8 

3-1/8 

3-1/16 

3-1/8 

3-1/8 

3-1/8 

3-1/8 

3-1/8 

3-9/16 7-1/4 3-1/4 10 

3-9/16 

3-9/16 

3-5/8 

3-9/16 

3-5/8 

3-9/16 

3-9/16 

11-1/4 

11-1/4 

11-1/4 

11-7/8 

11-7/8 

11-7/8 

11-7/8 

14 

14 

9-1/4 

9-1/4 

9-1/4 

9-1/4 

9-1/4 

9-1/4 

9-3/8 

3 -- 2-3/32 

10 16d 4 10d 

8 16d 6 10d x 1-1/2 


10 16d 6 10d 

4 10d 


16d 4 10d 






6) NAILS: 

 



3-1/4 

2-1/2 

2-3/8 

3-1/4 

2-3/8 

2-3/8 

2-3/8 

7 

-- 

10 

-- 

-- 

7 

10 

12 

7 

-- 

3-3/4 

1-1/2 

3 -- 2-3/32 

3-1/4 

2-1/2 

3 

2-1/2 

3-1/4 

6 

2-1/2 

10 

7 

-- 

2-1/2 

3-3/4 

2-3/32 

2-1/2 

2-1/2 

2-1/2 

2-3/8 

3 

2-1/2 

3-1/8 

3-3/4 

2-9/16 

10 16d 

10 2-1/2 8 16d 6 10d x 1-1/2 

10 

8 16d 6 10d x 1-1/2 

8 16d 6 10d 

10 

10d 2 10d x 1-1/2 

10 16d 4 10d 

2 

16d 2 10d 

8 16d 6 10d 

15 

6 16d 


10 

10d 2 10d x 1-1/2 

DF-L 

I-Joist 2 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

DF-L 115% 

Lbs -- 5265 5055 5435 5055 4055 -- 780 

kN -- 23.42 22.49 24.18 22.49 18.04 -- 3.47 

Lbs -- 8670 8330 8670 7610 5170 -- 1005 

kN -- 38.57 37.06 38.57 33.85 23.00 -- 4.47 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs 3785 3355 3550 3550 4150 2945 -- 2210 

kN 16.84 14.92 15.79 15.79 18.46 13.10 -- 9.83 

Lbs -- 5265 5055 5435 5055 4055 -- 780 

kN -- 23.42 22.49 24.18 22.49 18.04 -- 3.47 

Lbs -- 8670 8330 8670 7610 5170 -- 1005 

kN -- 38.57 37.06 38.57 33.85 23.00 -- 4.47 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs -- 5265 5055 5435 5055 4055 -- 780 

kN -- 23.42 22.49 24.18 22.49 18.04 -- 3.47 

Lbs -- 8670 8330 8670 7610 5170 -- 1005 

kN -- 38.57 37.06 38.57 33.85 23.00 -- 4.47 

Lbs -- 9575 8330 9245 7610 5170 -- 1290 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.74 

Lbs 2950 2950 2950 2950 2975 2115 -- 500 

kN 13.12 13.12 13.12 13.12 13.23 9.41 -- 2.22 

Lbs -- 5300 5055 5435 5055 4725 -- 830 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 3.69 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs -- 9575 8330 9245 7610 5170 -- 1290 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs 2950 2950 2950 2950 2975 2115 -- 500 

kN 13.12 13.12 13.12 13.12 13.23 9.41 -- 2.22 

L 

H 

TF 

EWP Hangers 

W 

D 





EWP Hangers 

Joist Size 

3-1/2 x 9-1/2 

3-1/2 x 11-1/4 

3-1/2 x 11-7/8 

3-1/2 x 12 


Stock No. 

THO35950 

THO17950-2 

BPH3595 

PHM3595 

PHXU3595 

HLBH3595 

MPH1795-2 

THO35112 

BPH35112 

PHXU35112 

HLBH35112 

MPH412 

THO35118 

THO35120 

BPH3512 

PHXU3512 

HLBH3512 

MPH3512 

Ref. No. 

LT359 

LT351188 

THO17118-2 MIT411.88 

BPH35118 

 

LBV3.56/11.88 

PHM35118 

PHXU35118 

HLBH35118 

MPH17118-2 

MIT49.5 

LBV3.56/9.5 

WPI49.5 

GLTV3.59, 

HB3.56/9.5, 

HWI49.5, 

HWU3.56/9.5 

HGLTV3.59 

WM3.56/9.5 

LT351125 

 

LBV3.56/11.25 

GLTV3.56/11.25, 

HB3.56/11.25, 

HWI411.25, 

HWU3.56/11.25, 

WPI411.25 

HGLTV3.56/11.25 

WM412 

WPI411.88 

GLTV3.511, 

HB3.56/11.88, 

HWI411.88, 

HWU3.56/11.88, 

WPU3.56/11.88 

HGLTV3.511 

WM3.56/11.88 

-- -- 

HWI412, 

LBV3.56/12 

GLTV3.512, 

HB3.56/12 

HGLTV3.512 

WMI412 


Steel Gauge 

-- 16 

x 16 

x 12 

x 

x 

x 

-- 

-- 

x 

x 

7/10 

7 

7 

12 

16 

12 

x 7 

x 7 

-- 12 

-- 18 

x 16 

12 

x 7/10 

x 7 

x 7 

-- 12 

-- 18 

x 12 

x 7 

x 7 

-- 12 


Header 

Joist 


Uplift 1 


3-9/16 9-1/2 2-3/8 -- 2-7/16 10 10d 2 10d x 1-1/2 

3-9/16 

3-9/16 

3-5/8 

3-9/16 

3-5/8 

3-5/8 

3-9/16 

3-9/16 

3-9/16 11-1/4 

3-5/8 

3-9/16 

3-9/16 

3-9/16 

3-9/16 

3-5/8 

3-9/16 

3-5/8 

3-5/8 

3-9/16 

3-9/16 

3-9/16 

3-5/8 

9-1/2 

9-1/2 

9-1/2 

9-1/2 

9-1/2 

9-1/2 

11-1/4 

11-1/4 

11-1/4 

11-1/4 

11-7/8 

11-7/8 

11-7/8 

11-7/8 

11-7/8 

12 

12 

12 

12 

3-1/2 12 

11-7/8 6 12 

11-7/8 






6) NAILS: 

 


2-3/8 

2-3/8 

2-1/2 

3-1/4 

6 

2-1/2 

2-3/8 

2-3/8 

3-1/4 

6 

2-1/2 

2-3/8 

2-3/8 

2-3/8 

2-1/2 

3-1/4 

2-1/2 

2-3/8 

2-3/4 

3-1/4 

6 

2-1/2 

-- 1-9/16 

-- 

7 

10 

12 

7 

-- 

-- 

10 

12 

7 

-- 

-- 

-- 

7 

10 

7 

-- 

-- 

10 

12 

7 

2-3/8 

3 

2-1/2 

3-1/8 

3-3/4 

2-1/2 

2-3/8 

2-1/2 

3-1/8 

3-3/4 

2-1/2 

1-9/16 

2-3/8 

3 

2.5 

3-1/8 

3-3/4 

2-1/2 

2-1/32 

2-1/2 

3-1/8 

3-3/4 

10 16d 6 10d 

10 16d 4 10d 

2 16d 2 10d 

8 16d 6 10d 

15 6 16d 


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

10 16d 4 

10 10d 

10 16d 6 

8 16d 

2 10d x 1-1/2 

10d 

6 10d 

15 6 16d 


10d 

8 16d 6 10d 

15 6 16d 


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

10 

10 

16d 6 10d 

16d 4 10d 

2 16d 2 

10d 

8 16d 6 10d 

15 6 16d 


10d 

DF-L 

I-Joist 2 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

DF-L 115% 

Lbs 2950 2950 2950 2950 2975 2115 -- 500 

kN 13.12 13.12 13.12 13.12 13.23 9.41 -- 2.22 

Lbs 3785 3355 3680 3680 4370 3100 -- 2210 

kN 16.84 14.92 16.37 16.37 19.44 13.79 -- 9.83 

Lbs -- 5300 5055 5435 5055 4725 -- 830 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 3.69 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs -- 9575 8330 9245 7610 5170 -- 1290 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs 2950 2950 2950 2950 2975 2115 -- 500 

kN 13.12 13.12 13.12 13.12 13.23 9.41 -- 2.22 

Lbs -- 5300 5055 5435 5055 4725 -- 830 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 3.69 

Lbs -- 9575 8330 9245 7610 5170 -- 1290 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs 2535 2950 2950 2950 2975 2115 -- 500 

kN 11.28 13.12 13.12 13.12 13.23 9.41 -- 2.22 

Lbs 3785 3355 3390 3390 4820 3425 -- 2210 

kN 16.84 14.92 15.08 15.08 21.44 15.24 -- 9.83 

Lbs -- 5300 5055 5435 5055 4725 -- 830 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 3.69 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs -- 9575 8330 9245 7610 5170 -- 1290 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs 2950 2950 2950 2950 2975 2115 -- 500 

kN 13.12 13.12 13.12 13.12 13.23 9.41 -- 2.22 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 9575 8330 9245 7610 5170 -- 1335 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.94 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

L 

H 

TF 


W 

D 


134 




Joist Size 

3-1/2 x 13 

3-1/2 x 14 

3-1/2 x 16 

3-1/2 x 18 


Stock No. 

THO35130 

THO35140 

TFI414 

BPH3514 

PHM3514 

PHXU3514 

HLBH3514 

MPH3514 

THO35160 

TFI416 

BPH3516 

PHM3516 

PHXU3516 

HLBH3516 

MPH3516 

TFI418 

BPH3518 

PHM3518 

PHXU3518 

HLBH3518 

MPH3518 

Ref. No. 

LT3513 

LT3514 

MIT414 

B3.56/14, 

 

LBV3.56/14 

WPI414 

GLTV3.514, 

HB3.56/14, 

HWI414, 

HWU3.56/14, 

WPU3.56/14 

HGLTV3.514 

WMI414 

LT3516 

MIT416 

B3.56/16, 

 

LBV3.56/16 

WPI416 

GLTV3.516, 

HB3.56/16, 

HWI416, 

HWU3.56/16, 

WPU3.56/16 

HGLTV3.516 

WMI416 

HIT418, 

MIT418 

LBV3.56/18 

WPI418 

GLTV3.518, 

HB3.56/18, 

HWI418, 

HWU3.56/18, 

WPU3.56/18 

HGLTV3.518 

WMI418 


Steel Gauge 

-- 18 

-- 18 

-- 16 

x 12 

x 7/10 

x 7 

-- 18 

-- 16 

x 12 

x 7/10 

-- 16 

x 12 

x 7/10 

x 7 

x 7 

x 12 


Header Joist Header Material (100%) 

Uplift 1 


3-9/16 13 2-3/8 -- 2-1/2 10 10d 2 10d x 1-1/2 

3-9/16 18 2-1/2 -- 2-1/8 

3-9/16 

3-5/8 

3-9/16 

3-5/8 

18 

18 

18 

8 16d 6 






6) NAILS: 

 


2-1/2 

3-1/4 

3-1/2 18 2-1/2 

6 

7 

10 

12 

7 

2-1/2 

3-1/8 

3-3/4 

6 16d 2 

10d x 1-1/2 

18 2-3/4 -- 2-1/32 10 16d 6 10d 

3 

10 16d 

x 7 3-9/16 14 3-1/4 10 2.5 8 16d 6 10d 

-- 12 

x 7 

x 7 

-- 12 

3-9/16 

3-9/16 

3-9/16 

3-5/8 

3-5/8 

3-1/2 

3-9/16 

3-9/16 

3-9/16 

3-5/8 

3-9/16 

3-5/8 

3-1/2 

14 

14 

14 

14 

14 

14 

16 

16 

16 

16 

16 

16 

2-3/8 

2-1/2 

2-3/4 

2-1/2 

6 

2-1/2 

2-3/8 

2-3/4 

2-1/2 

3-1/4 

6 

2-1/2 

-- 

-- 

-- 

7 

12 

7 

-- 

16 2-1/2 -- 

-- 

7 

10 

12 

7 

2-1/2 

2-1/8 

2-1/32 

3 

3-1/8 

3-3/4 

2-1/2 

2-1/8 

2-1/32 

3 

2-1/2 

3-1/8 

3-3/4 

12 10d 2 10d x 1-1/2 

6 16d 2 10d x 1-1/2 

2 16d 2 

12 10d 

10d 


15 6 16d 

2 16d duplex 

2 10d x 1-1/2 

6 16d 2 10d x 1-1/2 

10 16d 

6 10d 

2 16d 2 10d 

8 16d 

6 10d 

15 6 16d 

6 10d 

2 10d 

2 16d 2 10d 

10d 

15 6 16d 


DF-L 

I-Joist 2 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

DF-L 115% 

Lbs 2950 2950 2950 2950 2975 2115 -- 500 

kN 13.12 13.12 13.12 13.12 13.23 9.41 -- 2.22 

Lbs 3910 3910 3910 3910 4450 3160 -- 500 

kN 17.39 17.39 17.39 17.39 19.80 14.06 -- 2.22 

Lbs -- 3685 3220 3260 4190 2975 -- 545 

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs -- 9575 8330 9245 7610 5170 -- 1290 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs 3910 3910 3910 3910 4450 3160 -- 500 

kN 17.39 17.39 17.39 17.39 19.80 14.06 -- 2.22 

Lbs -- 3685 3220 3260 4190 2975 -- 545 

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs -- 9575 8330 9245 7610 5170 -- 1290 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs -- 3685 3220 3260 4190 2975 -- 545 

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs -- 9575 8330 9245 7610 5170 -- 1290 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

W 

L 

H 

D 

TF 

EWP Hangers 





EWP Hangers 

Joist Size 

3-1/2 x 20 

3-1/2 x 22 

3-1/2 x 24 

3-1/2 x 26 

3-1/2 x 28 

3-1/2 x 30 

3-1/2 x 32 



TFI420 MIT420 

BPH3520 

HIT420, 

LBV3.56/20 

PHM3520 WPI420 

HB3.56/20, 

PHXU3520 HWI420, 

WPU3.56/20 

HLBH3520 -- -- 

MPH3520 

TFI422 

BPH3522 

PHM3522 

PHXU3522 

TFI424 

BPH3524 

PHM3524 

PHXU3524 

TFI426 

BPH3526 

PHM3526 

PHXU3526 

BPH3528 

PHM3528 

PHXU3528 

BPH3530 

PHM3530 

PHXU3530 

WMI420 

HIT422 

HIT3522, 

LBV3.56/22 

HWI422, 

WPI422 

HB3.56/22 

WPU3.56/22 

HIT424, 

LBV3.56/24 

-- -- 

HWI424, 

WPI424 


Steel Gauge 

x 12 

-- 

16 

12 

x 7/10 

7 

-- 16 

x 12 

x 7/10 

HB3.56/24, 

WPU3.56/24 

x 7 

HIT426 -- 16 

LBV3.56/26 

HWI426, 

WPI426 

HB3.56/26, 

WPU3.56/26 

LBV3.56/28 

HWI428, 

WPI428 

HB3.56/28, 

WPU3.56/28 

LBV3.56/30 

HWI430, 

WPI430 

HB3.56/30 

BPH3532 -- -- 

PHM3532 

HWI432, 

WPI432 

PHXU3532 -- -- 

-- 

x 

x 

16 

x 12 

x 7/10 

x 

x 

7 

7 

x 12 

x 7/10 

x 7 

x 12 

x 7/10 

x 7 

x 12 

x 7/10 

x 7 

x 12 

x 7/10 



Uplift 1 


3-9/16 

3-9/16 

3-5/8 

3-9/16 

3-5/8 

3-1/2 

3-9/16 

3-9/16 

3-9/16 

22 

22 

24 

2-1/2 

2-3/4 

3-5/8 22 2-1/2 

3-9/16 

20 

20 

20 

20 

20 

20 

22 

2-1/2 

2-3/4 

2-1/2 

3-1/4 

3-1/4 

2-1/2 

3-9/16 24 2-3/4 -- 2-1/32 

3-5/8 24 2-1/2 

3-9/16 24 3-1/4 10 

3-9/16 






6) NAILS: 

 


6 

2-1/2 

-- 

-- 

7 

10 

12 

7 

-- 

-- 

7 

10 

-- 

7 

2-1/8 

2-1/32 

3 

2-1/2 

3-1/8 

3-3/4 

2-1/8 

2-1/32 

3 

2-1/2 

2-1/8 

3 

2-1/2 

3-9/16 26 2-3/4 -- 2-1/32 

3-5/8 

3-9/16 

3-9/16 

3-5/8 

3-9/16 

3-9/16 

3-5/8 

26 

26 

26 

28 

28 

28 

30 

30 

2-1/2 

2-1/2 

3-1/4 

2-3/4 

2-1/2 

3-1/4 

2-3/4 

2-1/2 

-- 

7 

10 

3 

-- 2-1/32 

7 

10 

-- 

7 

2-1/8 

2-1/2 

3 

2-1/2 

2-1/32 

3 

6 16d 2 10d x 1-1/2 

10 

8 

2 

10 

16d 6 10d 

2 16d 2 10d 

16d 6 10d 

15 6 

16d 6 10d 

2 16d 2 

16d 

16d duplex 2 10d 

10 16d 2 10d x 1-1/2 

10d 

8 16d 6 10d 

10 16d 2 10d x 1-1/2 

10 16d 6 10d 

2 16d 2 10d 

8 16d 6 10d 

10 16d 

2 10d x 1-1/2 

10 16d 6 10d 

2 16d 

2 10d 

8 16d 6 10d 

10 16d 

6 10d 

2 16d 2 10d 

8 16d 6 10d 

10 16d 

2 16d 

3-9/16 30 3-1/4 10 2-1/2 8 16d 6 10d 

3-9/16 32 2-3/4 -- 2-1/32 10 16d 

3-5/8 

32 

2-1/2 

7 

6 

10d 

2 10d 

x 7 3-9/16 32 3-1/4 10 2-1/2 8 16d 6 10d 

3 

6 10d 

2 16d 2 10d 

DF-L 

I-Joist 2 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

L 

DF-L 115% 

Lbs -- 3685 3220 3260 4190 2975 -- 545 

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs -- 9575 8330 9245 7610 5170 -- 1290 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs -- 4675 4205 4250 5315 3775 -- 545 

kN -- 20.80 18.71 18.91 23.64 16.79 -- 2.42 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs -- 9575 8330 9245 7610 5170 -- 1335 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.94 

Lbs -- 4675 4205 4250 5315 3775 -- 545 

kN -- 20.80 18.71 18.91 23.64 16.79 -- 2.42 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs -- 9575 8330 9245 7610 5170 -- 1335 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.94 

Lbs -- 4675 4205 4250 5315 3775 -- 545 

kN -- 20.80 18.71 18.91 23.64 16.79 -- 2.42 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs -- 9575 8330 9245 7610 5170 -- 1335 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.94 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs -- 9575 8330 9245 7610 5170 -- 1335 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.94 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs -- 9575 8330 9245 7610 5170 -- 1335 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.94 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs -- 9575 8330 9245 7610 5170 -- 1335 

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.94 

H 

TF 


W 

D 


136 




Joist Size 

4 - 4-3/16 

x 9-1/2 

4 - 4-3/16 

x 11-7/8 

4 - 4-3/16 

x 14 

4 - 4-3/16 

x 16 

4-1/2 - 4-5/8 

x 9-1/2 

4-1/2 - 4-5/8 

x 11-7/8 

4-1/2 - 4-5/8 

x 14 

4-1/2 - 4-5/8 

x 16 

4-1/2 - 4-5/8 

x 18 



LBV4.12/9.5, 

THO20950-2 LBV4.28/9.5, 

MIT4.28/9.5 

PHM4295 

THO20118-2 

PHM42118 

THO20140-2 

PHM4214 

THO20160-2 

PHM4216 

THO23950-2 

PHM2395-2 

THO23118-2 

PHM23118-2 

MPH23118-2 

THO23140-2 

MPH2314-2 

THO23160-2 

PHM2316-2 

MPH2316-2 

-- -- 

LBV4.12/11.88, 

LBV4.28/11.88, 

MIT4.28/11.88 

-- -- 

LBV4.12/14, 

LBV4.28/14, 

MIT4.28/14 

-- -- 

LBV4.12/16, 

LBV4.28/16 

-- -- 

LBV4.75/9.5, 

MIT359.5-2 

WP359.5-2 

LBV4.75/11.88, 

MIT3511.88-2 

WP3511.88-2 

WM3511.88-2 

LBV4.75/14, 

MIT3514-2 

WM3514-2 


Steel Gauge 

x 16 

x 7/10 

x 

x 7/10 

x 12 

x 7/10 



Uplift 1 


4-3/16 

4-3/16 

4-3/16 

4-3/16 

4-3/16 

4-3/16 

14 

x 12 4-3/4 9-1/2 

x 

16 

x 12 

x 7/10 

x 7/10 

12 

x 7/10 

x 12 

x 12 

x 12 

LBV4.75/16 x 12 

WP3516-2 

WM3516-2 

x 7/10 

x 12 

4-3/16 

4-3/16 

4-3/4 

4-3/4 

4-3/4 

4-5/8 

4-3/4 

4-5/8 

4-3/4 

4-3/4 

4-5/8 

9-1/2 

9-1/2 

11-7/8 

11-7/8 

14 

16 

16 

9-1/2 

11-7/8 

11-7/8 

11-7/8 






6) NAILS: 


3 

2-1/2 

3 

2-1/2 

3 

2-1/2 

3 

2-1/2 

3 

2-1/2 

3 

2-1/2 

2-1/2 

-- 

7 

-- 

7 

-- 

7 

-- 

7 

-- 

7 

-- 

7 

7 

2 

3 

2 

3 

1-15/16 

3 

1-15/16 

3 

2 

3 

2-1/8 

3 

3-3/4 

THO23180-2 LBV4.75/18 x 12 4-3/4 18 3 -- 2-1/8 

PHM2318-2 

MPH2318-2 

WP3518-2 

WM3518-2 

x 

7/10 

x 12 

4-3/4 

4-5/8 

14 

14 

16 

16 

16 

18 

18 

3 

2-1/2 

3 

2-1/2 

2-1/2 

2-1/2 

-- 

7 

-- 

7 

7 

7 

2-1/8 

3-3/4 

2-1/8 

3 

3-3/4 

3 

10 16d 6 10d 

2 16d 2 10d 

10 16d 6 10d 

2 

10 

16d 2 10d 

10 16d 6 10d 

2 16d 

16d 

2 10d 

2 16d 2 10d 

10 16d 

6 10d 

2 16d 2 10d 

2 16d duplex 

6 10d 

2 16d 2 10d 

10 16d 6 10d 

12 

16d 

2 16d duplex 

12 16d 

2 16d 

2 10d 

10d 


14 

6 10d 

2 10d 

6 10d 

2 

16d 6 

10d 

2 16d 2 10d 

2-1/2 7 3-3/4 2 16d duplex 2 10d 

DF-L 

I-Joist 2 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

DF-L 115% 

Lbs 3785 3355 3840 3840 4370 3100 -- 2210 

kN 16.84 14.92 17.08 17.08 19.44 13.79 -- 9.83 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs 3785 3355 3890 3890 4820 3425 -- 2210 

kN 16.84 14.92 17.30 17.30 21.44 15.24 -- 9.83 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs 3785 3355 5330 5330 6060 4305 -- 2210 

kN 16.84 14.92 23.71 23.71 26.96 19.15 -- 9.83 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs 3785 3355 5330 5330 6060 4305 -- 2210 

kN 16.84 14.92 23.71 23.71 26.96 19.15 -- 9.83 

Lbs -- 5395 5140 4435 4685 4685 -- -- 

kN -- 24.00 22.86 19.73 20.84 20.84 -- -- 

Lbs 3785 5090 5235 5235 6005 4265 -- 2210 

kN 16.84 22.64 23.29 23.29 26.71 18.97 -- 9.83 

Lbs -- 5395 4685 4270 4685 4685 -- -- 

kN -- 24.00 20.84 18.99 20.84 20.84 -- -- 

Lbs 3785 5090 5280 5280 6005 4265 -- 2210 

kN 16.84 22.64 23.49 23.49 26.71 18.97 -- 9.83 

Lbs -- 5395 4685 4270 4685 4685 -- -- 

kN -- 24.00 20.84 18.99 20.84 20.84 -- -- 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs 3785 5090 6345 6345 7290 5175 -- 2210 

kN 16.84 22.64 28.23 28.23 32.43 23.02 -- 9.83 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs 3785 5090 6345 6345 7290 5175 -- 2210 

kN 16.84 22.64 28.23 28.23 32.43 23.02 -- 9.83 

Lbs -- 5395 4685 4270 4685 4685 -- -- 

kN -- 24.00 20.84 18.99 20.84 20.84 -- -- 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs 3785 5090 6745 6745 9500 6745 -- 2210 

kN 16.84 22.64 30.00 30.00 42.26 30.00 -- 9.83 

Lbs -- 5395 4685 4270 4685 4685 -- -- 

kN -- 24.00 20.84 18.99 20.84 20.84 -- -- 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

L 

H 

TF 

EWP Hangers 

W 

D 





EWP Hangers 

Joist Size 

4-1/2 - 4-5/8 

x 20 

5 x 9-1/4 

5 x 9-1/2 

5 x 11-1/4 

5 x 11-7/8 

5 x 14 

5 x 16 

5 x 18 

5 x 20 

5 x 22 

5 x 24 

5 x 26 


Stock No. 

THO23200-2 

PHM2320-2 

MPH2320-2 

THO25925-2 

THO25950-2 

PHM2595-2 

THO25112-2 

THO25118-2 

THO25140-2 

PHM2514-2 

THO25160-2 

PHM2516-2 

THO25180-2 

PHM2518-2 

THO25200-2 

PHM2520-2 

Ref. No. 

LBV4.75/20 

WP3520-2 

WM3520-2 

LBV5.12/9.25 

MIT39.5-2, 

LBV5.12/9.5 

WPI39.5-2 

LBV5.12/11.25 

LBV5.12/11.88, 

MIT311.88-2 

MIT314-2, 

LBV5.12/14 

WPI314-2 

MIT5.12/16, 

LBV5.12/16 

WPI316-2 

B5.12/18 

WPI318-2 

B5.12/20 

WPI320-2 


x 

Steel Gauge 

12 

x 7/10 

x 12 

x 12 

x 12 

x 7/10 

x 7/10 



Uplift 1 


4-3/4 20 3 -- 2-1/8 14 16d 6 10d 

4-3/4 

4-5/8 

5-1/8 

20 

20 

5-1/8 9-1/4 

5-1/8 

5-1/8 

5-1/8 

9-1/2 

9-1/2 

x 12 5-1/8 11-1/4 

x 12 

x 12 

x 

7/10 

x 12 

x 12 

x 7/10 

x 12 

x 

7/10 

5-1/8 11-7/8 

5-1/8 

5-1/8 

5-1/8 

5-1/8 

14 

14 

16 

16 

18 

5-1/8 20 

5-1/8 

20 






6) NAILS 



2-1/2 

2-1/2 

3 

3 

3 

2-1/2 

3 

2-1/2 

7 

7 

-- 

3 -- 

2-1/2 

3 

3 

2-1/2 

3 

2-1/2 

5-1/4 x 7-1/4 BPH55725 HB5.50/7.25 x 10 5-9/16 7-1/4 2-1/4 -- 

GLTV5.50/9.25, 

PHXU55925 HB5.50/9.25, x 7 5-1/2 9-1/4 3-1/4 11-1/2 

5-1/4 x 9-1/4 

HWU5.50/9.25 

HLBH55925 -- -- x 7 5-9/16 9-1/4 6 12 

5-1/4 x 9-1/2 

PHM2522-2 

PHM2524-2 

PHM2526-2 

BPH5595 

PHM5595 

PHXU5595 

HLBH5595 

MPH5595 

WPI322-2 

WPI324-2 

WPI326-2 

-- -- 

WP5.50/9.5 

GLTV5.59, 

HB5.50/9.5, 

HWU5.50/9.5 

HGLTV5.59 

WM5.50/9.5 

x 7/10 

x 7/10 

x 7/10 

x 12 

x 7/10 

x 

7 

x 7 

x 12 

5-1/8 

5-1/8 

5-1/8 

5-9/16 

5-5/8 

5-1/2 

5-9/16 

5-5/8 

18 

22 

24 

26 

9-1/2 

9-1/2 

9-1/2 

9-1/2 

9-1/2 

2-1/2 

2-1/2 

2-1/2 

3 

2-1/2 

3-1/4 

6 

2-1/2 

7 

-- 

-- 

-- 

7 

-- 

7 

-- 

7 

-- 

7 

7 

7 

7 

-- 

7 

11.5 

12 

3 

3-3/4 

2-11/16 

2-1/8 

3 

2-1/8 

2-1/8 

2-1/8 

3 

2-1/8 

3 

2-1/8 

3 

2-1/8 

3 

3 

3 

3 

2 16d 2 

6 

6 

2 

10d 


10 16d 6 10d 

10 16d 

2 

10 

10 

16d 

16d 

16d 

12 16d 

2 16d 

12 16d 

10d 

2 10d 

6 10d 

10d 

6 10d 

10d 

6 10d 

2 16d 2 10d 

14 16d 6 

14 16d 

2 16d 2 

10d 

2 16d 2 10d 

2 16d 

2 16d 

2 16d 

2-1/2 10 16d 6 

2-1/2 

3-1/8 

2-1/6 

3 

2-1/2 

3-1/8 

7 3-3/4 

8 16d 6 

15 

10 16d 4 

8 16d 6 

15 6 


6 10d 

10d 

2 10d 

2 10d 

2 10d 

10d 

10d 

6 16d 

10d 

2 16d 2 10d 

10d 

16d 

10d 

DF-L 

I-Joist 2 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

DF-L 115% 

Lbs 3785 5090 6745 6745 9500 6745 -- 2210 

kN 16.84 22.64 30.00 30.00 42.26 30.00 -- 9.83 

Lbs -- 5395 4685 4270 4685 4685 -- -- 

kN -- 24.00 20.84 18.99 20.84 20.84 -- -- 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs 3785 5090 5280 5280 6005 4265 -- 2210 

kN 16.84 22.64 23.49 23.49 26.71 18.97 -- 9.83 

Lbs 3785 5090 5280 5280 6005 4265 -- 2210 

kN 16.84 22.64 23.49 23.49 26.71 18.97 -- 9.83 

Lbs -- 5395 4685 4270 4685 4685 -- -- 

kN -- 24.00 20.84 18.99 20.84 20.84 -- -- 

Lbs 3785 5090 5280 5280 6005 4265 -- 2210 

kN 16.84 22.64 23.49 23.49 26.71 18.97 -- 9.83 

Lbs 3785 5090 5280 5280 6005 4265 -- 2210 

kN 16.84 22.64 23.49 23.49 26.71 18.97 -- 9.83 

Lbs 3785 5090 6345 6345 6645 4715 -- 2210 

kN 16.84 22.64 28.23 28.23 29.56 20.97 -- 9.83 

Lbs -- 5395 4685 4270 4685 4685 -- -- 

kN -- 24.00 20.84 18.99 20.84 20.84 -- -- 

Lbs 3785 5090 6345 6345 6645 4715 -- 2210 

kN 16.84 22.64 28.23 28.23 29.56 20.97 -- 9.83 

Lbs -- 5395 4685 4270 4685 4685 -- -- 

kN -- 24.00 20.84 18.99 20.84 20.84 -- -- 

Lbs 3785 5090 6745 6745 9500 6745 -- 2210 

kN 16.84 22.64 30.00 30.00 42.26 30.00 -- 9.83 

Lbs -- 5395 4685 4270 4685 4685 -- -- 

kN -- 24.00 20.84 18.99 20.84 20.84 -- -- 

Lbs 3785 5090 6745 6745 9500 6745 -- 2210 

kN 16.84 22.64 30.00 30.00 42.26 30.00 -- 9.83 

Lbs -- 5395 4685 4270 4685 4685 -- -- 

kN -- 24.00 20.84 18.99 20.84 20.84 -- -- 

Lbs -- 5395 4685 4270 4685 4685 -- -- 

kN -- 24.00 20.84 18.99 20.84 20.84 -- -- 

Lbs -- 5395 4685 4270 4685 4685 -- -- 

kN -- 24.00 20.84 18.99 20.84 20.84 -- -- 

Lbs -- 5395 4685 4270 4685 4685 -- -- 

kN -- 24.00 20.84 18.99 20.84 20.84 -- -- 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5280 4435 4880 4880 -- -- 

kN -- 24.00 23.49 19.73 21.71 21.71 -- -- 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

L 

H 

TF 


W 

D 

138 





Joist Size 



GLTV5.50/11.25, 

PHXU55112 HB5.50/11.25, 

5-1/4 x 11-1/4 

HWU5.50/11.25 

HLBH55112 -- -- 

5-1/4 x 11-1/2 HLBH55115 

5-1/4 x 11-7/8 

5-1/4 x 12 

5-1/4 x 14 

5-1/4 x 16 

5-1/4 x 18 

BPH55118 

MPH55118 

PHXU5512 

HLBH5512 

BPH5514 

PHM5514 

PHXU5514 

HLBH5514 

BPH5516 

PHM5516 

PHXU5516 

HLBH5516 

-- -- 

PHM55118 -- -- 

GLTV5.511, 

PHXU55118 HB5.50/11.88, 

HWU5.50/11.88 

HLBH55118 HGLTV5.511 

BPH5518 

PHM5518 

PHXU5518 

HLBH5518 

GLTV5.511 

WM5.50/11.88 

HB5.50/12 

-- -- 

-- -- 

-- -- 

GLTV5.514, 

HB5.50/14, 

HWU5.50/14 

HGLTV5.514 

-- -- 

-- -- 

GLTV5.516, 

HB5.50/16, 

HWU5.50/16 

HGLTV5.516 

-- -- 

-- -- 

GLTV5.518, 

HB5.50/18 

HGLTV5.518 


Steel Gauge 

x 7 

x 7 

x 7 

x 12 

x 7/10 

x 7 

x 7 

x 12 

x 7 

x 7 

x 12 

x 7/10 

x 7 

x 7 

x 12 

x 7/10 

x 7 

x 7 

x 12 

x 7/10 

x 

7 

x 7 



Uplift 1 


5-1/2 

5-9/16 

5-9/16 

5-5/8 

5-9/16 

11-1/4 

11-1/4 

11-7/8 

11-7/8 

11-7/8 

11-7/8 

11-7/8 

12 

12 

14 

14 

14 

14 

16 

16 

16 

3-1/4 11.5 






6) NAILS 



6 

2-1/2 

2-1/2 

3-1/4 

6 

2-1/2 

3-1/4 

6 

2-1/2 

2-1/2 

3-1/4 

6 

2-1/2 

2-1/2 

3-1/4 

16 6 

12 

5-9/16 11-1/2 6 12 

5-1/2 

5-9/16 

5-5/8 

5-1/2 

5-9/16 

5-9/16 

5-5/8 

5-1/2 

5-9/16 

5-9/16 

5-5/8 

5-1/2 

5-9/16 

5-5/8 

5-1/2 

18 

18 

18 

5-9/16 18 

2-1/2 

2-1/2 

3-1/4 

6 

-- 

7 

11.5 

12 

7 

11.5 

12 

-- 

7 

11.5 

12 

-- 

7 

11.5 

12 

-- 

7 

11.5 

12 

2-1/2 

3-1/8 

3-1/8 

2-1/32 

3 

2-1/2 

3-1/8 

3-3/4 

2-1/2 

3-1/8 

2-1/32 

3 

2-1/2 

3-1/8 

2-1/32 

3 

2-1/2 

3-1/8 

2-1/32 

3 

2-1/2 

3-1/8 

8 16d 6 

8 16d 6 

2 16d 

2 16d 

2 10d 

8 16d 6 10d 

15 

6 10d 

8 16d 6 10d 

15 

10 16d 

10d 

15 6 16d 

15 6 16d 

10 16d 6 

10d 

2 16d 2 10d 

10d 

15 6 16d 


8 16d 6 10d 

15 6 16d 

10 16d 

6 16d 

6 10d 

6 16d 

10 16d 6 10d 

2 16d 

2 10d 

8 16d 6 10d 

15 

2 10d 

6 16d 

DF-L 

I-Joist 2 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

DF-L 115% 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 8.00 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5280 4435 4880 4880 -- -- 

kN -- 24.00 23.49 19.73 21.71 21.71 -- -- 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5280 4435 4880 4880 -- -- 

kN -- 24.00 23.49 19.73 21.71 21.71 -- -- 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5280 4435 4880 4880 -- -- 

kN -- 24.00 23.49 19.73 21.71 21.71 -- -- 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- 5300 5055 5435 5055 4725 -- 1265 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.63 

Lbs -- 5395 5280 4435 4880 4880 -- -- 

kN -- 24.00 23.49 19.73 21.71 21.71 -- -- 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

L 

TF 

EWP Hangers 

H 

W 

D 





EWP Hangers 

Joist Size 

5-1/4 x 20 

7 x 7-1/4 

7 x 9-1/4 

7 x 9-1/2 

7 x 11-1/4 

7 x 11-7/8 


Stock No. 

PHXU5520 

HLBH5520 

PHXU71725 

BPH71925 

PHM35925-2 

PHXU71925 

HLBH71925 

BPH7195 

PHM3595-2 

PHXU7195 

HLBH7195 

MPH3595-2 

BPH71112 

PHXU71112 

HLBH71112 

MPH35112-2 

BPH71118 

PHM35118-2 

PHXU71118 

HLBH71118 

MPH35118-2 

BPH7114 

PHM3514-2 

7 x 14 PHXU7114 

HLBH7114 

MPH3514-2 

Ref. No. 

HB5.50/20 

-- -- 

-- -- 

-- -- 

B7.12/9.5 

-- -- 

GLTV49.5-2, 

HB7.12/9.5, 

WPI49.5-2 

-- -- 

WMI49.5-2 


x 

Steel Gauge 

x 7 

x 7 

-- -- x 7 

x 12 

7 

x 12 

x 7/10 

x 

7 

x 7 

x 12 



Uplift 1 


5-1/2 20 3-1/4 11.5 2-1/2 8 16d 6 10d 

5-9/16 

7-1/8 

7-1/8 

-- -- x 7/10 7-1/8 

HB7.12/9.25, 

WPI49.25-2 

x 7 7-1/8 

-- -- 

GLTV411.25-2, 

HB7.12/11.25 

HGLTV411.25-2 

WMI411.25-2 

B7.12/11.88 

-- -- 

GLTV411.88-2, 

HB7.12/11.88, 

HWU7.12/11.88, 

WPI411.88-2 

HGLTV411.88-2 

WMI411.88-2 

B7.12/14 

WMI414-2 

x 12 

x 7 

x 7 

x 

12 

x 12 

x 7/10 

x 7 

x 7 

x 12 

x 12 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

20 

7-1/4 

9-1/4 

9-1/2 

12 3-1/8 15 6 16d 

9-1/4 3 -- 2-3/8 10 16d 6 10d 

9-1/4 2-1/2 10 3 2 16d 2 

9-1/4 

9-1/2 

9-1/2 

9-1/2 

9-1/2 2-1/2 

11-1/4 

11-1/4 

11-1/4 

11-1/4 

11-7/8 

11-7/8 

11-7/8 

11-7/8 

11-7/8 

13-1/8 2-1/2 






6) NAILS 



6 

3-1/4 

3-1/4 

6 

3 

2-1/2 

3-1/4 

6 

3 

3-1/4 

6 

2-1/2 

3 

2-1/2 

3-1/4 

6 

2-1/2 

13-1/8 

12 

-- 

10 

13-1/8 

8 

2-1/2 

3-1/8 

2-3/8 

3 

2-1/2 

12 3-1/8 

3-3/4 

-- 2-3/16 

13-1/8 

12 

8 

-- 

10 

13-1/8 

12 

8 

2-1/2 

3-1/8 

3-3/4 

2-3/16 

3 

2-1/2 

3-1/8 

3-3/4 

8 16d 

8 16d 6 

15 6 

2 16d 2 

8 


6 10d 

10d 

10d 

16d 

10 16d 6 10d 

16d 

10d 

10d 

15 6 16d 

10d 

10d 

8 16d 6 10d 

6 

10 16d 6 

15 6 16d 


10d 

10 16d 6 10d 

2 16d 2 10d 

8 16d 6 10d 

15 6 16d 

2 

16d duplex 2 10d 

10 16d 6 

-- -- x 7/10 7-1/8 14 2-1/2 10 3 2 16d 2 10d 

GLTV414-2, 

HB7.12/14, x 7 7-1/8 14 3-1/4 13-1/8 2-1/2 8 16d 6 10d 

WPI414-2 

HGLTV414-2 x 7 7-1/8 14 6 12 3-1/8 15 6 16d 

x 12 

14 

14 

3 

2-1/2 

-- 

8 

2-3/16 

3-3/4 

10d 


DF-L 

I-Joist 2 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

DF-L 115% 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 15215 13825 13825 12840 -- 1770 

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5280 4435 4880 4880 -- -- 

kN -- 24.00 23.49 19.73 21.71 21.71 -- -- 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 14935 13825 13825 12840 -- 1930 

kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5280 4435 4880 4880 -- -- 

kN -- 24.00 23.49 19.73 21.71 21.71 -- -- 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 14935 13825 13825 12840 -- 1930 

kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs -- 5300 5060 5435 5055 4725 -- 1245 

kN -- 23.58 22.51 24.18 22.49 21.02 -- 5.54 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 14935 13825 13825 12840 -- 1930 

kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs -- 5300 5060 5435 5055 4725 -- 1245 

kN -- 23.58 22.51 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5280 4435 4880 4880 -- -- 

kN -- 24.00 23.49 19.73 21.71 21.71 -- -- 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 14935 13825 13825 12840 -- 1930 

kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs -- 5300 5060 5435 5055 4725 -- 1245 

kN -- 23.58 22.51 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5280 4435 4880 4880 -- -- 

kN -- 24.00 23.49 19.73 21.71 21.71 -- -- 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 14935 13825 13825 12840 -- 1930 

kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

W 

L 

H 

D 

TF 



140 




Joist Size 

7 x 16 

7 x 18 

7 x 20 

7 x 22 


Stock No. 

BPH7116 

PHM3516-2 

PHXU7116 

HLBH7116 

MPH3516-2 

BPH7118 

PHM3518-2 

PHXU7118 

HLBH7118 

MPH3518-2 

BPH7120 

PHM3520-2 

PHXU7120 

HLBH7120 

BPH7122 

PHXU7122 

HLBH7122 

Ref. No. 

B7.12/16 

-- -- 

GLTV416-2, 

HB7.12/16, 

WPI416-2 

HGLTV416-2 

WMI416-2 

B7.12/18 

-- -- 

GLTV418-2, 

HB7.12/18, 

HWI418-2 

HGLTV418-2 

WMI418-2 

B7.12/20 

-- -- 

GLTV420-2, 

HB7.12/20 

B7.12/22 

HWI422-2 


Steel Gauge 

x 12 

x 7/10 

x 

x 

7 

x 12 

x 7 

x 

7 

x 12 

x 7/10 

x 7 

12 

x 12 

x 7/10 

x 7 

-- -- x 7 

GLTV422-2, 

HB7.12/22, 

HGLTV7.12/22 

x 12 

x 

7 

x 7 



Uplift 1 


7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

16 

16 

16 

16 

16 

18 

18 

18 

18 

18 

20 

20 

20 

20 

22 

22 






6) NAILS 


3 

2-1/2 

10 

3-1/4 13-1/8 

6 12 

2-1/2 8 

3 

2-1/2 

3-1/4 

6 

3 

2-1/2 

-- 

-- 

10 

13-1/8 

12 

-- 

10 

3-1/8 

2-1/2 8 3-3/4 

3-1/4 13-1/8 2-1/2 

6 12 

3 -- 

3-1/4 13-1/8 

2-3/16 

3 

2-1/2 

3-3/4 

2-3/16 

3 

2-1/2 

3-1/8 

2-3/16 

3 

3-1/8 

2-3/16 

2-1/2 

10 16d 

2 16d 

8 16d 

15 

2 16d duplex 

6 10d 

2 10d 

6 10d 

6 16d 

2 10d 

10 16d 6 10d 

2 16d 2 10d 

8 16d 6 10d 

15 6 16d 

2 16d duplex 

10 16d 

2 16d 

8 16d 

2 10d 

6 10d 

2 10d 

6 10d 

15 6 16d 

10 16d 

7-1/8 22 6 12 3-1/8 15 

8 

6 10d 

16d 6 10d 

6 16d 

DF-L 

I-Joist 2 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

DF-L 115% 

Lbs -- 5300 5060 5435 5055 4725 -- 1245 

kN -- 23.58 22.51 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5280 4435 4880 4880 -- -- 

kN -- 24.00 23.49 19.73 21.71 21.71 -- -- 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 14935 13825 13825 12840 -- 1930 

kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs -- 5300 5060 5435 5055 4725 -- 1245 

kN -- 23.58 22.51 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5280 4435 4880 4880 -- -- 

kN -- 24.00 23.49 19.73 21.71 21.71 -- -- 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 14935 13825 13825 12840 -- 1930 

kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59 

Lbs -- -- -- -- -- -- 6165 -- 

kN -- -- -- -- -- -- 27.42 -- 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 5395 5280 4435 4880 4880 -- -- 

kN -- 24.00 23.49 19.73 21.71 21.71 -- -- 

Lbs -- 9575 8330 9575 7610 5170 -- 1290 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 

Lbs -- 15295 14935 13825 13825 12840 -- 1930 

kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 9575 8330 9575 7610 5170 -- 1335 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.94 

Lbs -- 15295 14935 13825 13825 12840 -- 1930 

kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59 

L 

H 

TF 

EWP Hangers 

W 

D 





EWP Hangers 

Joist Size 

7 x 24 

7 x 26 

7 x 28 

7 x 30 

7 x 32 


Stock No. 

BPH7124 

PHXU7124 

HLBH7124 

PHXU7126 

HLBH7126 

PHXU7128 

HLBH7128 

PHXU7130 

HLBH7130 

PHXU7132 

HLBH7132 

Ref. No. 

B7.12/24 

HWI424-2 

GLTV424-2, 

HB7.12/24, 

HGLTV7.12/24 

B7.12/26, 

HB7.12/26, 

HWI426-2 

GLTV426-2, 

HB7.12/26 

B7.12/28, 

HB7.12/28, 

HWI428-2 

GLTV428-2, 

HB7.12/28 

HWI430-2 

GLTV430-2, 

HGLTV430-2 

HWI432-2 

GLTV432-2, 

HGLTV432-2 


Steel Gauge 

x 12 

x 7 

x 

x 

7 

x 7 

x 7 

x 

x 7 

x 

7 

7 

x 7 

x 7 

7 



Uplift 1 


7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

7-1/8 

24 3 -- 2-3/16 10 16d 6 10d 

24 

24 

26 

26 

28 

28 

30 

30 

32 

32 

3-1/4 






6) NAILS 


6 

3-1/4 

6 

3-1/4 

6 

3-1/4 

6 

3-1/4 

6 

13-1/8 

12 

13-1/8 

12 

13-1/8 

12 

13-1/8 

12 

13-1/8 

12 

2-1/2 

3-1/8 

2-1/2 

3-1/8 

2-1/2 

3-1/8 

2-1/2 

3-1/8 

2-1/2 

3-1/8 

8 

16d 6 10d 

15 6 16d 

8 16d 6 10d 

15 

8 16d 6 10d 

15 

8 16d 6 10d 

15 

6 16d 

8 16d 6 10d 

15 

6 16d 

6 16d 

6 16d 

DF-L 

I-Joist 2 

LVL 

PSL 

LSL 

DF-L 

SPF 

Masonry 3 

DF-L 115% 

Lbs -- 5300 5055 5435 5055 4725 -- 1245 

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 

Lbs -- 9575 8330 9575 7610 5170 -- 1335 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.94 

Lbs -- 15295 14935 13825 13825 12840 -- 1930 

kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59 

Lbs -- 9575 8330 9575 7610 5170 -- 1335 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.94 

Lbs -- 15295 14935 13825 13825 12840 -- 1930 

kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59 

Lbs -- 9575 8330 9575 7610 5170 -- 1335 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.94 

Lbs -- 15295 14935 13825 13825 12840 -- 1930 

kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59 

Lbs -- 9575 8330 9575 7610 5170 -- 1335 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.94 

Lbs -- 15295 14935 13825 13825 12840 -- 1930 

kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59 

Lbs -- 9575 8330 9575 7610 5170 -- 1335 

kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.94 

Lbs -- 15295 14935 13825 13825 12840 -- 1930 

kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59 

L 

H 

TF 


W 

D 

142 


Adjustable Rafter-To-Plate Connectors – TMP & TMPH series 

The TMP and TMPH are designed to make rafter-to-plate 

connections and eliminates time-consuming bird’s-mouth 

notching or 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. 

EWP Hangers 


Materials: TMP – 18 gauge 

TMPH – 16 gauge; 

Fulcrum – 12 gauge 



data submitted to various 

North American building 

code evaluators. 

Pitch Range: 

TMP – 1 /12 - 6 /12 

TMPH – 6 /12 - 14 /12 



• Position connector on top plate. Fasten connector to 

outside of top plate with specified nails. Insert rafter into 

rafter pocket. Adjust rafter and pocket to correct pitch. 

Fasten rafter to connector with specified nails. Installing 

the TMP requires driving specified nails through the 

opposing slots in the pocket. TMPH installation involves 

sliding the fulcrum until it supports the pocket at the 

desired pitch and nailing down through the fulcrum base 

into the top plate to lock the fulcrum into position. 

H 

Typical TMPH 

installation 

L 

W 

D 

TMPH 

fulcrum 

4 11 /16˝ 

Typical TMP 

installation 

3 1 /2˝ 

W 

L 

TMP 



Plate Rafter DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 


Steel 


Rafter Width Stock No. Ref. No. Gauge W L Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

1-1/2 TMP2 VPA2 18 1-9/16 5-9/16 6 10d 4 10d x 1-1/2 1425 230 6.34 1.02 1225 195 5.45 0.87 

1-3/4 TMP175 VPA25 18 1-13/16 5-9/16 6 10d 4 10d x 1-1/2 1655 230 7.36 1.02 1425 195 6.34 0.87 

2 or 2-1/8 TMP21 

VPA2.06, 

VPA2.1 

18 2-1/8 6-3/8 6 10d 4 10d x 1-1/2 1860 230 8.27 1.02 1600 195 7.12 0.87 

2-5/16 TMP23 VPA35 18 2-3/8 6-3/8 6 10d 4 10d x 1-1/2 2835 230 12.61 1.02 2440 195 10.85 0.87 

2-1/2 or 2-5/8 TMP25 VPA3 18 2-11/16 6-3/8 6 10d 4 10d x 1-1/2 2835 230 12.61 1.02 2440 195 10.85 0.87 

3 TMP31 -- -- 18 3-1/8 7-5/16 6 10d 4 10d x 1-1/2 2835 230 12.61 1.02 2440 195 10.85 0.87 

3-1/2 TMP4 VPA4 18 3-9/16 7-5/16 6 10d 4 10d x 1-1/2 2835 230 12.61 1.02 2440 195 10.85 0.87 



3) NAILS 



Plate Rafter 2 


According to Pitch Uplift 1 According to Pitch Uplift 1 

Rafter Width Stock No. Ref. No. W H D L Qty Type Qty Type Unit 6/12 7/12 8/12 10/12 12/12 115% 6/12 7/12 8/12 10/12 12/12 115% 

1-1/2 

1-3/4 

TMPH2 

TMPH175 

VPA2 

VPA25 

1-9/16 

1-13/16 

2-1/2 

2-3/8 

4 

4 

6-9/16 

6-9/16 

10 

10 

10d 

10d 

8 

8 

10d x 1-1/2 

10d x 1-1/2 

Lbs 4595 4565 4480 4090 3485 250 3950 3925 3855 3515 2995 215 

kN 20.44 20.31 19.93 18.19 15.50 1.11 17.57 17.46 17.15 15.64 13.32 0.96 

Lbs 4595 4565 4480 4090 3485 250 3950 3925 3855 3515 2995 215 

kN 20.44 20.31 19.93 18.19 15.50 1.11 17.57 17.46 17.15 15.64 13.32 0.96 

2 

 

Lbs 4595 4565 4480 4090 3485 250 3950 3925 3855 3515 2995 215 

TMPH21 

2-1/8 2-5/8 4 7-3/8 10 10d 8 10d x 1-1/2 

or 2-1/8 

VPA2.1 

kN 20.44 20.31 19.93 18.19 15.50 1.11 17.57 17.46 17.15 15.64 13.32 0.96 

2-5/16 TMPH23 VPA35 2-3/8 2-1/2 4 7-3/8 10 10d 8 10d x 1-1/2 

Lbs 4595 4565 4480 4090 3485 250 3950 3925 3855 3515 2995 215 

kN 20.44 20.31 19.93 18.19 15.50 1.11 17.57 17.46 17.15 15.64 13.32 0.96 

2-1/2 

Lbs 4595 4565 4480 4090 3485 250 3950 3925 3855 3515 2995 215 

TMPH25 VPA3 2-11/16 2-5/16 4 7-3/8 10 10d 8 10d x 1-1/2 

or 2-5/8 

kN 20.44 20.31 19.93 18.19 15.50 1.11 17.57 17.46 17.15 15.64 13.32 0.96 

3 

3-1/2 

TMPH31 

TMPH4 

-- -- 

VPA4 

3-1/8 

3-9/16 

2-11/16 

2-1/2 

4 

4 

8-9/16 

8-9/16 

10 

10 

10d 

10d 

8 

8 

10d x 1-1/2 

10d x 1-1/2 

Lbs 4595 4565 4480 4090 3485 250 3950 3925 3855 3515 2995 215 

kN 20.44 20.31 19.93 18.19 15.50 1.11 17.57 17.46 17.15 15.64 13.32 0.96 

Lbs 4595 4565 4480 4090 3485 250 3950 3925 3855 3515 2995 215 

kN 20.44 20.31 19.93 18.19 15.50 1.11 17.57 17.46 17.15 15.64 13.32 0.96 


2) Web stiffeners are required for all Wood I-Joist installations. 


4) NAILS 

DF-L 




S-P-F

Slope/Skew Hangers – LSSH series 

EWP Hangers 

The LSSH series connects rafters to ridge beams in vaulted 

roof structures. This series is field adjustable to meet a 

variety of skew and/or slope applications. Slopes to any pitch 

up to 45° up or down and skews up to 45° right or left. 


Finish: G90 galvanizing; LSSH15-TZ – G-185 

Triple Zinc galvanizing 

Options: LSSH210 and LSSH31 are available in Triple 


LSSH210-TZ. LSSH15 and LSSH210 are 

available in Stainless steel. To order, add SS 

to stock number, as in LSSH210-SS. 

Codes: Factored resistances are derived from data 

submitted to various North American building 

code evaluators and are in accordance with 

CSA O86-09. 



Steps: 

1. Position LSSH connector against plumb-cut end of rafter joist. 

Fasten joist side flanges with 10d (0.148") x 11/2˝ nails. 

Bend seat up to fit against joist bottom and drive 

(1) 10d (0.148") x 11/2˝ nail through bottom seat into rafter 

bottom. Drive (2) 10d (0.148") 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 (0.148" x 3") or 16d (0.162" x 3 1/2˝) 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 outside flange to desired angle. 

4. Hammer outside flange until edge touches header. Fasten 

outside flange to ridge by driving 10d (0.148" x 3") or 

16d (0.162" x 3 1/2˝) nails through nail holes. 

• Web stiffeners are required for all wood I-Joist installations. 

2 

skew to 45˚ 45° maximum 

Slope to 

45˚ up 

or down 

LSSH210 

1 

3 & 4 

Typical LSSH179 

installation 

W 2 

Slope to 

45˚ up 

or down 

W 1 

LSSH35 




Header Rafter DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

Rafter USP 

Steel 


Width Stock No. Ref. No. Gauge W1 W2 H Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

SLOPED ONLY HANGERS 

1-1/2 LSSH15-TZ 



18 1-9/16 1-3/4 5-1/16 6 10d HDG 7 10d x 1-1/2 HDG 1640 1395 7.30 6.21 1165 865 5.18 3.85 

1-1/2 LSSH210 LSSU210 18 1-9/16 1-3/4 8-13/16 10 10d 7 10d x 1-1/2 2775 2005 12.34 8.92 1970 1240 8.76 5.52 

1-3/4 LSSH179 LSSUI25 18 1-13/16 1-5/8 8-13/16 10 10d 7 10d x 1-1/2 2775 2005 12.34 8.92 1970 1240 8.76 5.52 

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 2620 1845 11.65 8.21 1860 1030 8.27 4.58 

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 2620 1845 11.65 8.21 1860 1030 8.27 4.58 

2-1/2 LSSH25 LSSUH310 16 2-9/16 2-3/4 8-13/16 18 16d 12 10d x 1-1/2 4260 2250 18.95 10.01 3025 1390 13.46 6.18 

2-5/8 LSSH26 -- -- 16 2-11/16 2-5/8 8-13/16 18 16d 12 10d x 1-1/2 4260 2250 18.95 10.01 3025 1390 13.46 6.18 

3 LSSH31 LSSU210-2 16 3-1/8 3-3/4 8-13/16 18 16d 12 10d x 1-1/2 5230 2985 23.27 13.28 3715 1845 16.53 8.21 

3-1/2 LSSH35 LSSU410 16 3-9/16 3-1/2 8-13/16 18 16d 12 10d x 1-1/2 5230 2985 23.27 13.28 3715 1845 16.53 8.21 

SKEWED HANGERS or SLOPED & SKEWED HANGERS 

1-1/2 LSSH15-TZ 



18 1-9/16 1-3/4 5-1/16 6 10d HDG 7 10d x 1-1/2 HDG 1340 1395 5.96 6.21 950 865 4.23 3.85 

1-1/2 LSSH210 LSSU210 18 1-9/16 1-3/4 8-13/16 10 10d 7 10d x 1-1/2 2775 2005 12.34 8.92 1970 1240 8.76 5.52 

1-3/4 LSSH179 LSSUI25 18 1-13/16 1-5/8 8-13/16 10 10d 7 10d x 1-1/2 2775 2005 12.34 8.92 1970 1240 8.76 5.52 

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 2620 1845 11.65 8.21 1860 1140 8.27 5.07 

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 2620 1845 11.65 8.21 1860 1140 8.27 5.07 

2-1/2 LSSH25 LSSUH310 16 2-9/16 2-3/4 8-13/16 14 16d 12 10d x 1-1/2 2985 2250 13.28 10.01 2120 1390 9.43 6.18 

2-5/8 LSSH26 -- -- 16 2-11/16 2-5/8 8-13/16 14 16d 12 10d x 1-1/2 2985 2250 13.28 10.01 2120 1390 9.43 6.18 

3 LSSH31 LSSU210-2 16 3-1/8 3-3/4 8-13/16 14 16d 12 10d x 1-1/2 3145 2985 13.99 13.28 2235 1845 9.94 8.21 

3-1/2 LSSH35 LSSU410 16 3-9/16 3-1/2 8-13/16 14 16d 12 10d x 1-1/2 3145 2985 13.99 13.28 2235 1845 9.94 8.21 



3) NAILS: 

W2 

W1 

W2 

3˝ 

H 

W2 

3˝ 

H 


144 


Girder Hangers – LGU, MGU & HGU series 

A 

LGU, MGU, and HGU’s are high capacity girder to girder face mount 

connectors. Fastening is by WS structural screws for ease of 

installation. Fastenings are placed high on the connector to permit the 

connection of a deep carried member to a shallower carrying member. 

Very useful where tops of beams must be flush. 




NEW 

H1 

H 

EWP Hangers 




• WS structural screws supplied with connector. 

Substituting with lag screws will reduce capacity. 

• Beams comprised of multiple plies must be laminated 

to act as a single member. 

• Multi-ply carrying beams may require additional connection 

of laminations at connector. 

Typical LGU, MGU, HGU 

installation 

W 

D 

LGU, MGU, HGU 

Beam USP 

Steel H 2 


Width Stock No. Ref. No. Gauge W (min) H1 D A Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

3-1/8 LGU325 LGU3.25-SDS 10 3-1/4 8 7-3/8 4-1/2 3-1/4 18 WS3 12 WS3 10760 7835 47.86 34.85 7640 5565 33.99 24.76 

LGU363 LGU3.63-SDS 10 3-5/8 8 7-3/8 4-1/2 3-1/4 18 WS3 12 WS3 10760 7835 47.86 34.85 7640 5565 33.99 24.76 

3-1/2 MGU363 MGU3.63-SDS 10 3-5/8 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 17465 9605 77.69 42.73 12400 6820 55.16 30.34 

HGU363 HGU3.63-SDS 7 3-5/8 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 24285 13630 108.03 60.63 17245 9675 76.71 43.04 

LGU525 LGU5.25-SDS 10 5-1/4 8 7-3/8 4-1/2 3-1/4 18 WS3 12 WS3 10760 7835 47.86 34.85 7640 5565 33.99 24.76 

5-1/8 MGU525 MGU5.25-SDS 10 5-1/4 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 17465 9605 77.69 42.73 12400 6820 55.16 30.34 


5-1/4 

5-1/2 

6-3/4 

MGU550 MGU5.50-SDS 10 5-1/2 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 17465 9605 77.69 42.73 12400 6820 55.16 30.34 


MGU562 MGU5.62-SDS 10 5-5/8 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 17465 9605 77.69 42.73 12400 6820 55.16 30.34 


MGU700 MGU7.00-SDS 10 7 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 17465 9605 77.69 42.73 12400 6820 55.16 30.34 

HGU700 HGU7.00-SDS 7 7 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 24285 13630 108.03 60.63 17245 9675 76.71 43.04 

7 HGU725 HGU7.25-SDS 7 7-1/4 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 24285 13630 108.03 60.63 17245 9675 76.71 43.04 

8-3/4 HGU900 HGU9.00-SDS 7 9 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 24285 13630 108.03 60.63 17245 9675 76.71 43.04 



3) WS3 Wood Screws are 1/4" x 3" long and are included in hangers. 


Option USP Series Skewed 1 Inverted Flange 

Range 

LGU 

MGU 

HGU 

LGU 

 


One Inverted-Flange option 

available on some sizes. See 

footnotes 2 and 3. 

Factored 

Resistance 

Ordering 

MGU 

HGU 

LGU 

MGU 

HGU 


30% of uplift. 





Add SK, angle required and 

right (R) or left (L), to product number. 

Ex. LGU525H18-SK45R 


Add 1IF and right (R) or left (L) 


Ex. LGU525H18-1IFR 

1) Skewed hangers with skews greater than 15° may have all joist fasteners on outside flange. 

2) One inverted-flange (1IF) is available on the following sizes. 

LGU363, LGU525 

MGU525, MGU550, MGU563, MGU700 

HGU525, HGU550, HGU562,HGU700, HGU725, HGU900 

3) The inverted flange option is not available on skewed LGU, MGU or HGU hangers. 


Header 

Truss 

DF-L (Lbs) 



DF-L (kN) 

S-P-F (Lbs) 

S-P-F (kN) 



Glulam Face Mount Hangers – GHF series 

2 1/8˝H 

EWP Hangers 






Dimensions (in) Fastener Schedule 2 



Glulam USP 

Steel 

Floor Uplift 3 Floor Uplift 3 Floor Uplift 3 Floor Uplift 3 

Size Stock No. Ref. No. Gauge W H D Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

3-1/8 x 6 GHF31600 -- -- 12 3-3/16 5-7/8 2-3/8 10 WS25 4 WS25 3155 1450 14.03 6.45 2650 1220 11.79 5.43 

3-1/8 x 7-1/2 GHF31750 -- -- 12 3-3/16 7-3/8 2-3/8 12 WS25 4 WS25 3785 1450 16.84 6.45 3180 1220 14.15 5.43 

3-1/8 x 9 GHF31900 -- -- 12 3-3/16 8-7/8 2-3/8 16 WS25 5 WS25 5045 1810 22.44 8.05 4240 1520 18.86 6.76 

3-1/8 x 10-1/2 GHF31105 -- -- 12 3-3/16 10-3/8 2-3/8 20 WS25 6 WS25 6305 2175 28.05 9.68 5295 1825 23.55 8.12 

3-1/8 x 12 GHF31120 -- -- 12 3-3/16 11-7/8 2-3/8 22 WS25 6 WS25 6940 2175 30.87 9.68 5830 1825 25.93 8.12 

3-1/8 x 13-1/2 GHF31135 -- -- 12 3-3/16 13-3/8 2-3/4 24 WS25 6 WS25 7565 2175 33.65 9.68 6355 1825 28.27 8.12 

3-1/8 x 15 GHF31150 -- -- 12 3-3/16 14-7/8 2-3/4 26 WS25 7 WS25 8200 2540 36.48 11.30 6890 2135 30.65 9.50 

3-1/8 x 16-1/2 GHF31165 -- -- 12 3-3/16 16-3/8 2-3/4 28 WS25 9 WS25 8825 3265 39.26 14.52 7415 2745 32.98 12.21 

3-1/8 x 18 GHF31178 -- -- 12 3-3/16 17-3/4 2-3/4 30 WS25 11 WS25 9460 3990 42.08 17.75 7945 3350 35.34 14.90 

3-1/4 x 9 GHF32900 -- -- 12 3-5/16 8-7/8 2-3/8 16 WS25 5 WS25 5045 2175 22.44 9.68 4240 1825 18.86 8.12 

3-1/4 x 12 GHF32120 -- -- 12 3-5/16 11-7/8 2-3/8 22 WS25 6 WS25 6940 2175 30.87 9.68 5830 1825 25.93 8.12 

5-1/8 x 6 GHF51600 -- -- 12 5-3/16 5-7/8 2-3/8 10 WS3 4 WS3 3155 1450 14.03 6.45 2650 1220 11.79 5.43 

5-1/8 x 7-1/2 GHF51750 -- -- 12 5-3/16 7-3/8 2-3/8 14 WS3 4 WS3 4415 1450 19.64 6.45 3710 1220 16.50 5.43 

5-1/8 x 9 GHF51900 -- -- 12 5-3/16 8-7/8 2-3/8 18 WS3 5 WS3 5675 1810 25.24 8.05 4765 1520 21.20 6.76 

5-1/8 x 10-1/2 GHF51105 -- -- 12 5-3/16 10-3/8 2-3/8 22 WS3 6 WS3 6940 2175 30.87 9.68 5830 1825 25.93 8.12 

5-1/8 x 12 GHF51120 -- -- 12 5-3/16 11-7/8 2-3/8 24 WS3 6 WS3 7565 2175 33.65 9.68 6355 1825 28.27 8.12 

5-1/8 x 13-1/2 GHF51135 -- -- 7 5-3/16 13-3/8 2-3/8 26 WS3 6 WS3 9360 2485 41.64 11.05 7860 2085 34.96 9.27 

5-1/8 x 15 GHF51150 -- -- 7 5-3/16 14-7/8 2-3/4 28 WS3 7 WS3 10080 2900 44.84 12.90 8465 2435 37.66 10.83 

5-1/8 x 16-1/2 GHF51165 -- -- 7 5-3/16 16-3/8 2-3/4 30 WS3 7 WS3 10800 2900 48.04 12.90 9070 2435 40.35 10.83 

5-1/8 x 18 GHF51178 -- -- 7 5-3/16 17-3/4 2-3/4 32 WS3 8 WS3 11520 3310 51.25 14.72 9675 2780 43.04 12.37 

5-1/8 x 19-1/2 GHF51192 -- -- 7 5-3/16 19-1/8 2-3/4 34 WS3 8 WS3 12240 3310 54.45 14.72 10280 2780 45.73 12.37 

5-1/8 x 21 GHF51205 -- -- 7 5-3/16 20-3/8 2-3/4 36 WS3 9 WS3 12960 3725 57.65 16.57 10885 3130 48.42 13.92 

5-1/8 x 24 GHF51233 -- -- 7 5-3/16 23-1/4 2-3/4 40 WS3 11 WS3 14400 4555 64.06 20.26 12095 3825 53.80 17.02 

5-1/4 x 9 GHF52900 -- -- 12 5-5/16 8-7/8 2-3/8 18 WS3 5 WS3 5675 1810 25.24 8.05 4765 1520 21.20 6.76 

5-1/4 x 12 GHF52120 -- -- 12 5-5/16 11-7/8 2-3/8 24 WS3 6 WS3 7565 2175 33.65 9.68 6355 1825 28.27 8.12 

6-3/4 x 6 GHF67600 -- -- 12 6-7/8 5-7/8 2-3/8 12 WS3 4 WS3 3785 1450 16.84 6.45 3180 1220 14.15 5.43 

6-3/4 x 7-1/2 GHF67750 -- -- 12 6-7/8 7-3/8 2-3/8 16 WS3 5 WS3 5045 1810 22.44 8.05 4240 1520 18.86 6.76 

6-3/4 x 9 GHF67900 -- -- 12 6-7/8 8-7/8 2-3/8 20 WS3 6 WS3 6305 2175 28.05 9.68 5295 1825 23.55 8.12 

6-3/4 x 10-1/2 GHF67105 -- -- 12 6-7/8 10-3/8 2-3/8 24 WS3 8 WS3 7565 2905 33.65 12.92 6355 2440 28.27 10.85 

6-3/4 x 12 GHF67120 -- -- 7 6-7/8 11-7/8 2-3/4 28 WS3 8 WS3 10080 3310 44.84 14.72 8465 2780 37.66 12.37 

6-3/4 x 13-1/2 GHF67135 -- -- 7 6-7/8 13-3/8 2-3/4 30 WS3 8 WS3 10800 3310 48.04 14.72 9070 2780 40.35 12.37 

6-3/4 x 15 GHF67150 -- -- 7 6-7/8 14-7/8 2-3/4 32 WS3 10 WS3 11520 4140 51.25 18.42 9675 3480 43.04 15.48 

6-3/4 x 16-1/2 GHF67165 -- -- 7 6-7/8 16-3/8 2-3/4 34 WS3 10 WS3 12240 4140 54.45 18.42 10280 3480 45.73 15.48 

6-3/4 x 18 GHF67180 -- -- 7 6-7/8 17-3/4 2-3/4 36 WS3 12 WS3 12960 4970 57.65 22.11 10885 4175 48.42 18.57 

6-3/4 x 19-1/2 GHF67195 -- -- 7 6-7/8 19-1/8 3 40 WS3 14 WS3 14400 5795 64.06 25.78 12095 4870 53.80 21.66 

6-3/4 x 21 GHF67210 -- -- 7 6-7/8 20-3/8 3 44 WS3 18 WS3 15840 7450 70.46 33.14 13305 6260 59.19 27.85 

6-3/4 x 22-1/2 GHF67225 -- -- 7 6-7/8 21-7/8 3 46 WS3 20 WS3 16560 8280 73.67 36.83 13910 6955 61.88 30.94 

6-3/4 x 24 GHF67240 -- -- 7 6-7/8 23-1/4 3 48 WS3 22 WS3 17280 9110 76.87 40.52 14515 7650 64.57 34.03 

1) Factored resistances based on seat bearing calculated at 560 psi perpendicular to grain. 

 



W 

GHF 

D 

Typical GHF51135 

installation 


Option Skewed 1,3 Sloped Seat 2 Sloped / Skewed 1,2 Inverted Flange 

Range 

 

 

 

Factored 

 

 

 

 

Resistance 

 

 

 

 

 

146 


Ordering 

SK, (R) 

(L), 

 

SL, 

(U) (D), 

 

 

 

 


IF 

 

Typical 

GHF51135IF 


installation

Bolted Glulam Beam Hangers – KEG, KLEG, & KMEG series 

Bolt-only fastening, heavy steel construction, and a 

continuous top flange allow the KLEG, KMEG, and 

KEG products to have high load capacities. 

KLEG – (4) bolt light-duty hanger. 

KMEG – (6) bolt medium-duty hanger. 

KEG – (8) bolt heavy-duty hanger. 

3˝ 

3˝ 

W 

L 

D 

4˝ 

3˝ 

TF 

8 1 /4˝ 

H 

EWP Hangers 








Beam height dimension (H) must 

be specified when ordering. 



page 10. 

• Bolts are not supplied unless ordered separately. 

Bolts provided by other suppliers must meet or 

exceed ASTM A 307 Grade A, or ASME SAE Grade 2, 

or better. 

• Minimum header height is 10˝ for the KLEG; 

13˝ for the KMEG; 20˝ for the KEG. 

4˝ 

4˝ 

W 

KLEG3 

L 

4˝ 

4˝ 

4˝ 

4˝ 

D 

KEG5 

TF 

17 1 /2˝ 

H 

3˝ 

3˝ 

Typical KLEG5 

installation 

L 

D 

KMEG5 

TH 

4˝ 

3˝ 

3˝ 

11 1 /4˝ 

H 

Steel Gauge Dimensions (in) Fastener Schedule 


Header Joist 

DF-L 

S-P-F 

Beam USP 

Top U- 

Bolt Bolt 

Vertical 100% Uplift 115% 2 Vertical 100% Uplift 115% 2 

Width Stock No. Ref. No Flange Strap W H 3 D TF L Qty Dia. Qty Dia. Application Lbs kN Lbs kN Lbs kN Lbs kN 

3-1/8 KLEG3 LEG3 7 7 3-1/4 specify 6 2-1/2 12 4 3/4 2 3/4 

With Top Flange 15060 66.99 4040 17.97 12950 57.61 3475 15.46 

Without Top Flange 5125 22.80 4040 17.97 4410 19.62 3475 15.46 

KLEG5 LEG5 7 7 5-1/4 specify 6 2-1/2 12 4 3/4 2 3/4 



5-1/8 KMEG5 MEG5 7 7 5-1/4 specify 6 2-1/2 12 6 3/4 2 3/4 



KEG5 EG5 1/4 7 5-1/4 specify 6 2-1/2 12 8 1 2 1 



KLEG7 LEG7 7 7 6-7/8 specify 6 2-1/2 12 4 3/4 2 3/4 



6-3/4 KMEG7 MEG7 7 7 6-7/8 specify 6 2-1/2 12 6 3/4 2 3/4 



KEG7 EG7 1/4 7 6-7/8 specify 6 2-1/2 13-1/2 8 1 2 1 



8-3/4 KEG9 EG9 1/4 7 8-7/8 specify 6 2-1/2 15-1/2 8 1 2 1 



10-3/4 KEG11 -- -- 1/4 7 10-7/8 specify 6 2-1/2 17-1/2 8 1 2 1 



1) Factored resistances are for a supporting member with a width of 5-1/2", and 460 psi perpendicular to grain loading in single shear. 




Option Skewed 3 Sloped Seat Top Flange Offset 1,2 

Range 

 

-- -- 

Factored 

Resistance 

Ordering 

KLEG - 14400 lbs. Max. 

KMEG - 14400 lbs. Max. 

KEG - 20520 lbs. Max. 




Ex. KLEG3H112-SK45R 



KEG - 13920 lbs. Max. 




Ex. KLEG3H112-SL30D 


 


 

Add OS, and 

right (R) or left (L), 


Ex. KLEG3H112-OSL 

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 mode Typical PHXU hanger, skewed, left shown, Type B illustration on page 212. 



Glulam Hangers – KGB, KHGB, & KHHB series 

EWP Hangers 

These hangers cover medium-to-heavy glulam beam and 

purlin applications. 

KHHB – Medium-duty hanger. 

KGB – Medium to heavy-duty hanger. 

KHGB – Heavy-duty hanger. 










• Minimum height (H) is 71/2˝. 

See Welded Installation chart on page 213 

Typical KHHB installation 

H 

D 

W 

KHHB 

2 1 /2˝ 


Beam 

Width 

3-1/8 

5-1/8 

6-3/4 


Stock No. 

Steel 

Dimensions (in) 3 



Header 4 Joist DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

Top Face Vertical Uplift 2 Vertical Uplift 2 Vertical Uplift 2 Vertical Uplift 2 

Ref. No. Gauge W H 3 D Qty Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

KHHB3 HHB3 7 3-1/4 specify 3 4 6 WS3 6 WS3 7035 2525 31.29 11.23 5910 2120 26.29 9.43 

KGB3 GB3 7 3-1/4 specify 3-1/2 4 10 WS3 6 WS3 9300 2525 41.37 11.23 7810 2120 34.74 9.43 



KHGB5 HGB5 7 5-1/4 specify 4 4 12 WS3 6 WS3 10845 2525 48.24 11.23 9110 2120 40.52 9.43 



KHGB7 HGB7 7 6-7/8 specify 4 4 12 WS3 6 WS3 10845 2525 48.24 11.23 9110 2120 40.52 9.43 

1) Factored resistances are based on 560 psi perpendicular to grain loading. 


3) "Specify" denotes the required supported beam height must be specified at the time of ordering. 

 

 

148 


Glulam Beam Hangers – KGLT & KHGLT series 


These heavy beam hangers are designed for use with glulam 

and timber beams. The continuous top mount flange offers high 

load capacity with minimal nailing. 

KGLT – Medium-duty hanger. 

KHGLT – Heavy-duty hanger. 

Materials: Top Flange – 3 gauge; U-Strap – 7 gauge 










L 

Typical KGLT5 installation 

L 

2 1 3 

/2˝ 

1 /2˝ 

2 1 /2˝ 

6 3 /4˝ 

H 

H 

EWP Hangers 

W 

6˝ 

W 

5˝ 

See Welded Installation chart on page 213 

KHGLT 

KGLT 

Beam 

Width 


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) "Specify" denotes the required supported beam height that must be specified at time of ordering, withbeing the minimum. 

 

5) No further increase for duration of load allowed. 



Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Sloped Top Flange 4 Top Flange Offset Saddle 

Range 

Factored 

Resistance 

Ordering 


Stock No. 

 

 

SK, 

(R) (L), 

 

 


 

 

SL, 

(U) (D), 

 

 

 

 

 

 

 

 

 

 

Top 

Fastener Schedule 4 Factored Resistance 2,5 

Header Joist 

F C^ = 460 psi 

F C^ = 625 psi 

Uplift 1 

Face 

DF-L (100%) S-P-F (100%) DF-L (100%) S-P-F (100%) DF-L (115%) S-P-F (115%) 

Ref. No. W H 3 L Qty Qty Type Qty Type Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN 

3-1/8 KGLT3 GLT3 3-1/4 specify 10 4 6 WS3 8 WS3 10865 48.33 9125 40.59 --- --- --- --- 2970 13.21 2495 11.10 

3-1/2 KGLT4 GLT4, GLTV4 3-5/8 specify 10 4 6 WS3 8 WS3 10865 48.33 9125 40.59 --- --- --- --- 2970 13.21 2495 11.10 



6-3/4 KGLT7 GLT7, GLTV7.12 6-7/8 specify 12 4 6 WS3 8 WS3 10865 48.33 9125 40.59 --- --- --- --- 2970 13.21 2495 11.10 

8-3/4 KGLT9 -- -- 8-7/8 specify 14 4 6 WS3 8 WS3 10865 48.33 9125 40.59 --- --- --- --- 2970 13.21 2495 11.10 

3-1/8 KHGLT3 HGLT3 3-1/4 specify 12 6 12 WS3 6 WS3 14615 65.01 12275 54.60 18670 83.05 15685 69.77 2525 11.23 2120 9.43 

3-1/2 KHGLT4 HGLT4, HGLTV4 3-5/8 specify 12 6 12 WS3 6 WS3 15105 67.19 12690 56.45 18670 83.05 15685 69.77 2525 11.23 2120 9.43 


5-5/16 KHGLT537 HGLTV5.37 5-3/8 specify 12 6 12 WS3 6 WS3 15105 67.19 12690 56.45 18670 83.05 15685 69.77 2525 11.23 2120 9.43 


6-3/4 KHGLT7 HGLT7, HGLTV7.12 6-7/8 specify 12 6 12 WS3 6 WS3 15105 67.19 12690 56.45 18670 83.05 15685 69.77 2525 11.23 2120 9.43 


10-3/4 KHGLT11 -- -- 10-7/8 specify 16 6 12 WS3 6 WS3 18420 81.94 15475 68.84 19295 85.83 16210 72.11 2525 11.23 2120 9.43 

 

 

 

SF, 

(R) (L), 

 

 

 

 

 

 

OS, 

(R) (L), 

 

 

 

 

SA, 

 

 

 



Glulam Saddle Hangers – KGLS, KGLST, KHGLS, & KHGLST series 

EWP Hangers 

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 gauge 


Options: See KGLS & KHGLS Specialty Options Chart. 







• Loads and nail schedule apply to each saddle hanger stirrup. 

• Minimum header height is 81⁄ 2˝ for the KGLS; 8 1 ⁄ 2˝ for the KGLST; 

101⁄ 2˝ for the KHGLS, and 10 1 ⁄ 2˝ for the KHGLST. 

• KGLST and KHGLST models include seismic straps which must be 

installed with (3) 3⁄4˝ thru-bolts in each supported member and (2) 3⁄4˝ 

thru-bolts into the supporting beams. 

W 

TF 

L 

D 

KGLS 

H 

H 

Typical KHGLST35 

installation 

W 

TF 

L 

D 

KHGLST 


Supported 

Glulam 

Beam Size 

3-1/8 

5-1/8 

6-3/4 

8-3/4 


Stock No. 

Dimensions (in) 3 

Wood Screws 2,5 

Header 



Ref. No. W H 7 D L TF Qty Type Qty Type Qty Dia. Qty Dia. 100% 115% 100% 115% 100% 115% 100% 115% 

KGLS35 GLS3-5 3-1/4 specify 5 6 5-1/4 6 WS3 6 WS3 -- -- -- -- -- -- -- -- 14795 2525 65.81 11.23 12430 2120 55.29 9.43 

KGLST35 -- -- 3-1/4 specify 6-1/2 10 5-1/4 6 WS3 6 WS3 2 3/4 3 3/4 18575 2525 82.63 11.23 15605 2120 69.42 9.43 









KHGLS5 HGLS5 5-1/4 specify 6-1/2 12 specify 14 WS3 8 WS3 -- -- -- -- -- -- -- -- 29785 3365 132.50 14.97 25020 2825 111.30 12.57 

KHGLST5 -- -- 5-1/4 specify 6 12 specify 14 WS3 8 WS3 2 3/4 3 3/4 27720 3365 123.31 14.97 23285 2825 103.58 12.57 





KHGLS7 HGLS7 6-7/8 specify 6 12 specify 14 WS3 8 WS3 -- -- -- -- -- -- -- -- 30220 3365 134.43 14.97 25385 2825 112.92 12.57 

KHGLST7 -- -- 6-7/8 specify 6-1/2 14 specify 14 WS3 8 WS3 2 3/4 3 3/4 34250 3365 152.36 14.97 28770 2825 127.98 12.57 

KHGLS9 HGLS9 8-7/8 specify 6 12 specify 14 WS3 8 WS3 -- -- -- -- -- -- -- -- 30220 3365 134.43 14.97 25385 2825 112.92 12.57 

KHGLST9 -- -- 8-7/8 specify 6-1/2 16 specify 14 WS3 8 WS3 2 3/4 3 3/4 38280 3365 170.28 14.97 32155 2825 143.04 12.57 


2) Factored resistances and fastener schedules apply to each side of the saddled hanger. 

 

4) Hangers with seismic straps may require a minimum joist depth. Consult USP for additional information. 

 

6) The bearing loads are based on 560 psi. 

7) "Specify" denotes the required supported beam height that must be specified at time of ordering. 

Joist 

Header 

Bolts 

Joist 

DF-L (Lbs) 


DF-L (kN) 

S-P-F (Lbs) 

S-P-F (kN) 

See Welded Installation 

chart on page 213 

KGLS & KHGLS Specialty Options Chart – refer to Specialty Options pages 210 and 212 for additional details. 

150 

Option Skewed 1 Sloped Seat 2 Sloped / Skewed 1,2 Sloped Top Flange 3 Top Flange Offset Saddle 

Range 

 

 

 

Factored 

 

 

KHGLS - may not 

 

Resistance 

 

 

be sloped/skewed. 

 

 

SK, SL, 

 

SA, 

Ordering 

(R) (L), (U) (D), 

 

 

 

 

 

 


Truss & Rafter Tiedowns 

Moisture Barrier Plates . . . . . . . .Page 152 

• NOP 

Protects bottom chord of trusses from moisture damage. 

NOP 

Embedded Truss Anchors . . . . . .Page 152 

• LPTA 

Low profile truss anchors provide uplift and lateral 

load resistance. 

LPTA 


Uplift Girder Ties . . . . . . . . . . . . .Page 153 

• RFUS 

Retrofit truss anchor installed mechanically fastens into the face of 

masonry or concrete. 

• RUSC 

Retrofit Strap Connector provides a wood-to-wood uplift 

connection with WS Wood Screws. 

Girder Tiedowns . . . . . . . .Pages 154-156 

• LUGT Series 

Light capacity girder truss anchor nails to the truss/rafter and the stud. 

Can also be used for masonry applications. 

• MUGT15 

Medium capacity girder truss anchor wraps over the top chord and 

bolts to the concrete or tension tie. 

• HUGT Series 

Heavy capacity girder truss anchor installs over the top chord and 

bolts to the concrete or tension tie. 

RFUS RUSC 

LUGT MUGT15 HUGT 

Truss & Rafter 

MASONRY UPLIFT CONNECTORS . . .PAGE 157 

• SHA Series 

Heavy capacity uplift connector bolts both to the truss and masonry. 

SHA 

Hurricane Gusset 

Angles . . . . . . . . . . . . . . . . . . . . . . .Page 158 

• HGA Series 

Connects gable trusses to top plates. 

HGA 

Hurricane Retro-Fit 

Connector . . . . . . . . . . . . . . . . . . .Page 159 

• RT16M 

Retrofit connector for trusses installed on top plates. 

RT16M 

Rafter Ties . . . . . . . . . . . . .Pages 160-162 

• HC520, HCPRS, HHCP2, LFTA6, & RT Series 

Top plate to truss anchors. 

RT15 RT7 HCPRS HHCP2 LFTA6 



Moisture Barrier Plates – NOP series 

Moisture Barrier Plates protect the bottom chords 

of trusses from moisture damage caused by direct 

contact with concrete. These plates eliminate the 

need for more expensive treated wood plates. 

W 

L 






page 10. 

• Pre-attach to truss bottom chord or rafter using 

prepunched prongs and/or 6d common nails to 

prevent wood-to-concrete contact. 


Steel 

Dimensions Fastener Schedule 1,2 

Size Stock No. Ref. No. Gauge W L Qty Type 

NOP2X TSS2, TBP8 26 1-7/16 8 -- -- -- -- 

2x 

NOP1 -- -- 22 1-1/2 8 2 6d 

4x NOP4 TSS2-2 26 3-1/2 8 2 6d 


2) NAILS 

W 

NOP1 

L 

NOP2X 

NOP4 

W 

Typical NOP4 

installation 

NOP4 

L 


Embedded Truss Anchors – LPTA 

Low profile design attaches to 2 x 4 or larger bottom chords and 

provides uplift and lateral load resistance. 






F 1 

Uplift 

F 2 



• Embed LPTA 4˝ into concrete tie beam or masonry bond 

beam. 

• Anchors should be spaced no closer than 8˝ centre-to-centre. 


Typical LPTA installation 

W 





Steel 

Min 


Stock No. Ref. No. Gauge W H Qty 2 Type 3,4 Uplift F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift F1 F2 

LPTA LTA2 18 5 8-1/4 10 10d x 1-1/2 1555 1005 1865 6.92 4.47 8.30 1555 1005 1865 6.92 4.47 8.30 

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other 

load durations in accordance with the code. 

2) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet 

published factored resistance of product. 


4) NAILS 

1 7 /16˝ 

LPTA 

H 

1 3 /4˝ 

152 


Uplift Girder Tie – RFUS 

The RFUS is a multi-purpose engineered solution for attaching trusses to concrete 

or masonry walls. Wedgebolt fastening eliminates mislocated cast-in-place 

anchor bolts and allows retrofit installations. Works with heel heights up to 14˝. 







• Always install in pairs. 


• Designer shall be responsible for design of masonry structure, including 

any required reinforcement. 

• For 1 ply applications, add filler block. Refer to page 182 for wood filler 

block installation. 





Steel No. of Rafter/Truss 7 Concrete/Masonry 2,4 DF-L 

S-P-F 

Stock No. Ref. No. Gauge Plys 6 

Qty Type Qty Type Lbs kN Lbs kN 

RFUS FGTR 10 2 Ply > 12 WS3 4 25.31 4780 

 

 

 

 

 

 

 

 

5 1 /2˝ 

Typical RFUS 

installation 

5˝ 

4˝ 

RFUS 

30 1 /2˝ 


Retrofit Strap Connector – RUSC 

The RUSC Retro Uplift Strap Connector provides a wood-to-wood uplift 

connection attaching trusses with a 2 x 4 bottom chord to a double stud in 

the wall below. WS3 Wood Screws are utilized for fast installation. The 

connector can be installed after roof sheathing has been installed. 








• The RUSC should be installed in pairs. 

• Install on minimum 2 ply with equal wall studs centred directly below. 

• Works with 2 x 4 bottom chord member and 2 x 4 wall studs. 

3 1 /2˝ 

Fastener Schedule 3,4 Factored Uplift Resistance (115%) 1,2 

DF-L 

S-P-F 


Steel No, of Rafter/Truss Stud 

Stock No. Ref. No. Gauge Plies 5 Qty Type Qty Type Lbs kN Lbs kN 

RUSC -- -- 10 2 Ply or greater 16 WS3 16 WS3 6250 27.80 5410 24.07 


no further increase is allowed. 

2) Designer must specify stud or post to resist published load values. 

 

4) Fastener schedule is for two straps used together. The RUSC shall be installed in pairs with a 

3 1 /8˝ 

minimum 2 ply truss and wall stud attachment. 

5) Truss plies shall be fastened together to act as a unit. 

3 1 /8˝ 

Typical RUSC 

installation 

7˝ 

22 3 /4˝ 

RUSC 



Girder Tiedowns – LUGT series 


The LUGT series is an extremely adaptable tiedown for girder trusses and offers several installation options to 

accommodate different framing conditions. It is an ideal retrofit solution to reinforce truss connections to transfer 

high wind loads to supporting walls and can be used on either wood framed, concrete or CMU block walls. 

LUGT1 – is designed for wood framed walls. 

LUGTC2 – is designed for corner hip trusses on wood framed walls. 

LUGT2, LUGT3 & LUGT4 – are designed for wood frame, concrete or CMU block walls. 



Codes: Factored resistances are derived from data submitted to various North American building code 

evaluators and are in accordance with CSA O86-09. 



• All nail holes must be filled with specified nails to achieve 

loads listed in the chart. Large holes are for concrete/ 

masonry installations and do not need to be filled 

when used for girder-to-stud applications. 

• WS Wood Screws included with LUGT3 and LUGT4. 

• For concrete and masonry applications, a moisture 

barrier may be required, check local building code. 

Uplift 

F 1 

Uplift 

Typical LUGT2 

installation 

F 1 

Uplift 

NEW 

SIZES 

F2 

Typical LUGT3 

installation 

(LUGT4 similar) 

Uplift 

F1 


F1 F2 

F2 

Typical LUGT1 

installation 

Typical LUGTC2 

installation 

F 2 

3 1/4˝ 

Typical LUGT2 

masonry installation 

Typical LUGT4 

masonry installation 

(LUGT3 similar) 

3 3/16˝ 

14 13/16˝ 

12 7/8˝ 

154 


Stock No. 

LUGT1 

LUGTC2 

3" 

LUGT2 

LUGT3 

Fastener Schedule 3,7,8,9,10 


No. 

S-P-F (Lbs) 

Steel of 

Rafter/Truss Plate 

Stud 4,5,6 DF-L (Lbs) DF-L (kN) 

S-P-F (kN) 

Ref. No. Gauge Plies Qty Type Qty Type Qty Type F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift 

LUGT1 H10S 16 1 8 8d x 1-1/2 8 8d x 1-1/2 7 8d x 1-1/2 1045 495 1580 4.65 2.20 7.03 900 425 1455 4.00 1.89 6.47 

LUGT2 LGT2 14 2 16 10d 2 10d 14 10d 1050 455 2340 4.67 2.02 10.41 905 390 2010 4.03 1.73 8.94 

LUGTC2 -- -- 14 2 16 10d 2 10d 14 10d -- -- 595 2340 -- -- 2.65 10.41 -- -- 510 2010 -- -- 2.27 8.94 

LUGT3 LGT3-SDS2.5 12 3 12 WS25 4 16d Sinker 24 16d Sinker 3155 1415 6025 14.03 6.29 26.80 2705 1215 5945 12.03 5.4 26.45 

LUGT4 LGT4-SDS3 12 4 16 WS3 5 16d Sinker 32 16d Sinker -- -- -- -- 8340 -- -- -- -- 37.10 -- -- -- -- 7150 -- -- -- -- 31.81 

Concrete or Masonry Application 

LUGT2 LGT2 14 2 16 10d -- -- -- -- 5 1/4WB 1265 475 1915 5.63 2.11 8.52 1085 410 1645 4.83 1.82 7.32 

LUGT3 LGT3-SDS2.5 12 3 12 WS25 -- -- -- -- 4 3/8WB -- -- -- -- 5330 -- -- -- -- 23.71 -- -- -- -- 5260 -- -- -- -- 23.40 

LUGT4 LGT4-SDS3 12 4 16 WS3 -- -- -- -- 4 3/8WB -- -- -- -- 6185 -- -- -- -- 27.51 -- -- -- -- 5300 -- -- -- -- 23.58 


2) Factored resistances apply where roof pitch is between 3:12 and 8:12. 

3) Additional anchorage products to be designed by others. 

4) 1/4WB denotes a 1/4" x 3" Powers "Wedge Bolt" or equivalent installed in a predrilled hole. Refer to manufacturer's literature for further information. 

5) 3/8WB denotes a 3/8" x 5" Powers "Wedge Bolt" or equivalent installed in a predrilled hole. Refer to manufacturer's literature for further information. 

6) Fasteners must be installed in fully grouted and reinforced concrete masonry (f'm = 1500 psi) or reinforced concrete (f'c = 2500 psi). 


8) For proper installation, the number of studs must be equal-to or greater-than the number of roof truss plies. 

9) Wedge Bolts are not supplied with the LUGT2, LUGT3 or LUGT4. 

10) NAILS: 8d x 1-1/2 are 0.131" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d Sinkers are 0.148" dia. x 3-1/4" long, 

WS25 Wood Screws are 1/4" dia. x 2-1/2" long (supplied with LUGT3) and WS3 Wood Screws are 1/4" dia. x 3" long (supplied with LUGT4). 



LUGT4

Girder Tiedowns – MUGT series 


Designed for higher uplift resistance for wood frame 

and concrete block construction. The MUGT15 can accommodate 

variable truss bearing depths. 







• When straps are wrapped over the truss, install nails in backside of truss. 

See MUGT15 installation diagram for minimum nail requirements into the 

face and on top of the truss. 

• If installed straight-up with no wrap over the top of the truss, fill all nail 

holes. 


Install a minimum 

of (6) 10d nails 

into the face 

MUGT15 

5/8" Bolt 

Typical MUGT15 

to support beam 

installation 



into back 



into the top 

1 1/4" 

Min 3" x 3" x 1/4" 

Bearing Plate 



into the top 

Support Beam 

Designed 

By Others 


14 5 /8˝ 



into the face 

1 1/4˝ 

PHD4A 

page 41 

1 1 /4˝ 

3 11 /16˝ 

MUGT15 

2 7 /16˝ 

Typical MUGT15 

wood installation 

with PHD4A 


Anchor Bolt Rafter/Truss 3,5 DF-L S-P-F 


Steel Mounting 

Top Face Back 

Stock No. Ref. No. Gauge Condition Qty Dia. Qty Qty Qty Type Lbs kN Lbs kN 

MUGT15 MGT 12 

Face-Max 1 5/8 -- -- 28 -- -- 10d 4650 20.69 4000 17.79 

Top-Min 1 5/8 4 6 12 10d 4320 19.22 3715 16.53 






5) NAILS 




Girder Tiedowns – HUGT series 

The HUGT series high uplift girder tiedowns can be installed on 

beams and top chords of trusses with slopes from 0° to 34°. 









• 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 are 

used (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 applied loads. 


Concrete Installation 

(2) 3 /4˝ washers are 

required if 3 /4˝ dia. bolt is 

used (washer not included) 

Wood Installation 

(4) LBP58-TZ washers 

are required if 5 /8˝ dia. 

bolt is used (washer not 

included) see chart on 

this page 

HTT5 

(not included) 

see page 45 

Typical HUGT3 

wood-to-wood 

installation 


Typical HUGT2 

wood-to-concrete 

installation 

2 7 /8˝ 

4˝ 

W 

2 3 /16˝ 

HUGT 


Stock No. 

HUGT2 

HUGT3 

HUGT4 



O.C. Dim 

W 

Anchor Washers Threaded Rod DF-L 

S-P-F 

Steel 

Between Installation 

Girder 4,6 

Ref. No. Gauge (in) Anchors (in) Type Qty Type Qty Dia. Qty Type Lbs kN Lbs kN 

HGT-2 

HGT-3 

HGT-4 

7 

7 

7 

3-5/16 

4-15/16 

6-7/8 

5-3/4 

7-3/8 

9 

Wood 

Wood 

Wood 

4 

4 

4 

LBP58-TZ 

LBP58-TZ 

LBP58-TZ 

2 

2 

2 

5/8 

5/8 

5/8 

Concrete 

Concrete 

Concrete 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

2 

2 

2 

3/4 

3/4 

3/4 

8 

8 

8 

10d 

10d 

10d 

18575 

18575 

18575 

82.63 

82.63 

82.63 

9365 

9365 

9365 

41.66 

41.66 

41.66 


2) Factored resistances apply where roof pitch is between 3:12 and 8:12. 




6) NAILS 

156 


Masonry Uplift Connectors – SHA series 

Connects trusses directly to masonry or concrete and features slotted 

base holes to ease installation. 

Materials: Angle – 3 gauge; Gussets – 10 gauge 





Uplift 

F 1 




• Bolts must be ordered seperately. 

• Install directly flush to masonry wall. 

• The SHA series connectors shall be installed in pairs. 


NEW 

Typical SHA6 

installation 

1 1 /2˝ 

6˝ 

3 1 /4˝ 

4 1 /4˝ 

2 1 /4˝ 

Typical SHA6T 

installation 

1 1 /2˝ 

6˝ 

13 3 /4˝ 

12 3 /4˝ 

2 1 /2˝ 


2 1 /4˝ 

2 1 /2˝ 

SHA6 

SHA6T 

Fastener Schedule 3 Factored Resistance (Lbs.) 1,2 


Stock No. 

Concrete Wall Rafter/Truss 7 

Anchor Bolts 4,5,8 

No. 

Ref. No. Qty Dia. Qty Dia. of Plies 6 Unit 

SHA6 4 1/2 2 3/4 

SHA6T 4 1/2 2 3/4 

2 Ply 

3 Ply or > 

2 Ply 

3 Ply or > 

1) Factored resistances have been increased 15% for wind or seismic loads; 

no further increase shall be permitted. 

2) Factored resistances are for a pair of SHA devices. SHA's shall be installed in pairs. 

3) Fastener schedule is for a pair of SHA devices. 

 

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. 

 

 


DF-L 

Uplift 

S-P-F 

Uplift 

115% 115% 

Lbs 2500 2500 

kN 11.12 11.12 

Lbs 3750 3750 

kN 16.68 16.68 

Lbs 11180 8825 

kN 49.73 39.26 

Lbs 12600 8945 

kN 56.05 39.79 



Hurricane Gusset Angles – HGA series 

Designed for attaching gable end trusses to wood top 

plates and masonry walls. 


HGA10 – Versatile wood-to-wood connector that 

satisfies high wind and seismic loading requirements. 

HGAM10 – For installation into grouted concrete tie 

beam or masonry bond beam. Provides lateral and 

uplift resistance. 








• HGAM10 – Install USP’s WS15 Wood Screws into 

the truss and drill holes for wedge bolts. Install wedge 

bolts into concrete block per manufacturer’s 

recommendation. 

• HGA10 – Install with USP’s WS3 Wood Screws into 

top plate, and WS15 Wood Screws into the truss. 

• WS Wood Screws are included with HGA10 angles. 

• WS Wood Screws and Wedge bolts are included with 

HGAM10 angles. 


Uplift 

F 1 

F 3 

F 2 

Typical HGA10 installation 

Embossed 

gussets improve 

lateral load 

resistance 

3 1 /2˝ 

F 1 

Moisture barrier 

not shown 

3˝ 

Typical HGAM10 installation 

Embossed 

gussets improve 

lateral load 

resistance 

3 1 /2˝ 

3˝ 

F2 


HGA10 

2˝ 

HGAM10 

2 7/8˝ 



Rafter/Truss Plate 3 DF-L (Lbs) DF-L (kN) 

S-P-F (Lbs) S-P-F (kN) 


Steel 

Stock No. Ref. No. Gauge Qty Type Qty Type F1 F2 F3 Uplift F1 F2 F3 Uplift F1 F2 F3 Uplift F1 F2 F3 Uplift 

HGA10KT HGA10KT 14 4 WS15 4 WS3 1365 1620 865 1330 6.07 7.21 3.85 5.92 1175 1395 745 1145 5.23 6.21 3.31 5.09 

HGAM10KT HGAM10KTA 14 4 WS15 4 1/4 1115 1150 765 945 4.96 5.12 3.40 4.20 955 990 660 815 4.25 4.40 2.94 3.63 


 

 

Refer to manufacturer's literature for further information. 

158 


Hurricane Retrofit Connector – RT16M 


Designed as a retrofit connector for trusses installed on top plates. Can also be 

used as a holdown for a roof or floor system. 








• Tapcon® Concrete Screws are not supplied with RT16M 

connector. 

• Install Tapcon® Concrete Screws in lower two holes for 

Single Top Plate or Conventional Raised Foundation or 

Modular Home Installations. 


F 1 

Uplift 

Typical RT16M 

top plate 

installation 

8 15 /16˝ 

3 1 /2˝ 

5˝ 

1 9 /16˝ 

F 2 

F3 


RT16M 


Stock No. 

RT16M 


Steel 

Truss/Rafter Top Plate Masonry Block 


Ref. No. Gauge Qty Type Qty Type Qty Type Uplift F1 F2 F3 Uplift F1 F2 F3 Uplift F1 F2 F3 Uplift F1 F2 F3 

9 10d x 1-1/2 -- -- -- -- 4 1/4" x 1-3/4" Tapcon 1730 1045 795 190 7.70 4.65 3.54 0.85 1470 1045 795 190 6.54 4.65 3.54 0.85 

HM9KT 18 

9 10d x 1-1/2 4 16d 2 1/4" x 1-3/4" Tapcon 1690 -- -- -- -- -- -- 7.52 -- -- -- -- -- -- 1470 -- -- -- -- -- -- 6.54 -- -- -- -- -- -- 


2) Install with 1/4" x 1-3/4" Tapcon® Concrete Screws in accordance to manufacturer's installation specifications. 

3) Fasteners to be installed to fully grouted and reinforced concrete masonry. 


5) Nails: 




Rafter Ties – HC520, HCPRS, HHCP2, LFTA6 & RT series 

These anchors tie trusses and rafters to top plates and may be used to tie wood 

framing members to resist uplift and lateral forces. 



Finish: G90 galvanizing; RT7A-GC & RT15-GC – Gold Coat 

Options: HHCP2, LFTA6, RT3A, RT4, RT5, RT7, RT7A, RT10, RT15, RT8A, 

RT16A, RT16-2, & RT20 are available in Triple Zinc. To order, add TZ 

to stock number, as in RT10-TZ. 

RT3A, RT4, RT5, RT7, RT8A, RT10,RT16A, and RT16-2 are 

available in Stainless Steel. To order, add SS to stock number, 

as in RT7-SS. 



Typical LFTA6 

installation 

Typical HCPRS 

installation 

Typical HC520 

installation 

Typical HC520 

installation 


1 9 /16˝ 

1 5 /8˝ 

8 3/8˝ 

19 1/8˝ 

4 ¼˝ 

2˝ 

6 1/2˝ 2 1/4˝ 

LFTA6 

5 1 /4˝ 

HCPRS 

4˝ 

HC520 

1 1 /2˝ 

Uplift 

F 1 

Uplift 

F1 

F2 

Typical HHCP2 

installation 

Typical HHCP4-TZ 

installation 

Typical RT3A 

installation 

Typical RT4 

installation 

Typical RT5 

installation 

1 5 /8˝ 

6 5 /8˝ 

NEW 

4⁷∕₈˝ 

6⁵∕₈˝ 

1 7 /16˝ 

1 1 /2˝ 

1 7 /8˝ 

1 7 /8˝ 

HHCP2 

3˝ 

HHCP4-TZ 

3˝ 

4 1 /2˝ 

1 1 /2˝ 

RT3A 

2˝ 

RT4 

1 1 /4˝ 

3 3 /4˝ 

1 15 /16˝ 

RT5 

5 1 /4˝ 

2 7 /8˝ 

160 1-800-328-5934 • www.USPconnectors.com 


Rafter Ties – HC520, HCPRS, HHCP2, LFTA6 & RT series cont. 

F 1 


Typical RT6 

installation 

2 1 /2˝ 

1 3 /8˝ 

RT6 

1 9 /16˝ 

3 9 /16˝ 

Typical RT7 

installation 

5 1 /4˝ 

1 3 /8˝ 

2 15 /16˝ 

1 9 /16˝ 

RT7 

F2 

Typical RT7A 

installation 

6 1 /2˝ 

1 1 /2˝ 

4˝ 

2 7 /16˝ 

RT7A 

1 1 /2˝ 

Typical RT8A 

installation 

4 15 /16˝ 

7 13 /16˝ 

1 1 /4˝ 

1 1 /4˝ 

RT8A 

Typical RT10 

installation 

2 3 /8˝ 

3 1 /16˝ 

10 3 /4˝ 

1 9 /16˝ 

RT10 


Uplift 

F1 

F2 

Typical RT15 

installation 

Typical RT16A 

installation 

Typical RT16AR 

installation 

Typical RT16-2 

installation 

Typical RT20 

installation 

1 9 /16˝ 

3 1 /2˝ 

5˝ 

1 9 /16˝ 

NEW 

3 3 /8˝ 

5 1 /2˝ 

2 1 /16˝ 

3 1 /2˝ 

6 1 /2˝ 

3 1 /8˝ 

2 1 /4˝ 

4 5 /8˝ 

2 5 /8˝ 

6 1 /2˝ 

6 1 /2˝ 

6 1 /2˝ 

4 1 /4˝ 

21 1 /8˝ 

5 1 /4˝ 

RT15 

RT16A 

RT16AR 

RT16-2 

RT20 




Rafter Ties – HC520, HCPRS, HHCP2, LFTA6 & RT series cont. 



• All nail holes must be filled with specified nails to achieve loads listed in the chart. For substituting 

with different nail sizes, refer to “Optional Nails” chart on page 15 or consult a design professional. 

• Depending on pitch, birdsmouth notching may be required with some models to enable installers to 

fill all nail holes. Consult a design professional for appropriate notching. 

• Designer shall determine if solid blocking is required. 





Steel 

Truss/Rafter Plate Stud 

DF-L (Lbs) 

DF-L (kN) 

S-P-F (Lbs) 

S-P-F (kN) 

Stock No. Ref. No. Gauge Qty Type Qty Type Qty Type F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift 

RT3A 

H3, 

S/H3 

18 4 8d 4 8d -- -- -- -- 310 310 1190 1.38 1.38 5.29 265 265 1020 1.18 1.18 4.54 

RT4 H4 18 4 8d 4 8d -- -- -- -- 350 350 760 1.56 1.56 3.38 300 300 650 1.33 1.33 2.89 

RT5 H5 18 4 8d 4 8d -- -- -- -- 425 425 995 1.89 1.89 4.43 365 365 855 1.62 1.62 3.80 

RT6 HS24 18 8 10d x 1-1/2 6 10d x 1-1/2 -- -- -- -- 1310 1310 1070 5.83 5.83 4.76 1125 1125 915 5.00 5.00 4.07 

H2.5, 

RT7 H2.5T, 18 5 8d 5 8d -- -- -- -- 315 315 940 1.40 1.40 4.18 270 270 805 1.20 1.20 3.58 

S/H2.5 

RT7A H2.5A 18 5 8d 5 8d -- -- -- -- 345 345 1235 1.53 1.53 5.49 295 295 1060 1.31 1.31 4.72 

RT7A-GC -- -- 18 5 N8-GC 5 N8-GC -- -- -- -- 345 345 1235 1.53 1.53 5.49 295 295 1060 1.31 1.31 4.72 

LFTA6 2 H6, TSP 16 8 8d 8 8d -- -- -- -- 870 -- -- 1265 3.87 -- -- 5.63 775 -- -- 1075 3.45 -- -- 4.78 

RT8A H8 18 5 10d x 1-1/2 5 10d x 1-1/2 -- -- -- -- 350 350 1430 1.56 1.56 6.36 300 300 1225 1.33 1.33 5.45 

RT10 

H2, H2A, 

S/H2 

18 6 8d 8 8d 6 8d 315 315 940 1.40 1.40 4.18 270 270 805 1.20 1.20 3.58 

RT15 H1 18 5 8d x 1-1/2 5 8d -- -- -- -- 925 485 975 4.11 2.16 4.34 795 415 835 3.54 1.85 3.71 

RT15-GC -- -- 18 5 N8-GC 5 N8-GC -- -- -- -- 910 475 960 4.05 2.11 4.27 770 400 805 3.43 1.78 3.58 

RT16A 

H10, 

H10A, 18 9 10d x 1-1/2 8 10d -- -- -- -- 1285 1195 2545 5.72 5.32 11.32 1100 1025 2180 4.89 4.56 9.70 

H14 

RT16AR H10AR 18 9 10d x 1-1/2 8 10d -- -- -- -- 1285 1195 2545 5.72 5.32 11.32 1100 1025 2180 4.89 4.56 9.70 

RT16-2 H10-2 18 8 8d 8 8d -- -- -- -- 1050 675 1860 4.67 3.00 8.27 900 580 1595 4.00 2.58 7.09 

HHCP2 HCP2 18 10 10d x 1-1/2 10 10d x 1-1/2 -- -- -- -- 710 -- -- 1505 3.16 -- -- 6.69 505 -- -- 1070 2.25 -- -- 4.76 

HHCP4-TZ HCP4, HCP4Z 16 8 10d 8 10d -- -- -- -- 690 -- -- 1835 3.07 -- -- 8.16 590 -- -- 1575 2.62 -- -- 7.01 

HC520 GBC 18 -- -- -- -- 11 8d 6 8d 510 560 640 2.27 2.49 2.85 440 485 555 1.96 2.16 2.47 

HCPRS -- -- 18 -- -- -- -- 5 8d 6 8d x 1-1/2 945 340 1020 4.20 1.51 4.54 665 240 660 2.96 1.07 2.94 

RT20 -- -- 16 9 10d x 1-1/2 4 10d 9 10d x 1-1/2 -- -- -- -- 1925 -- -- -- -- 8.56 -- -- -- -- 1650 -- -- -- -- 7.34 

1) 15% increase for short-term loads such as wind and earthquake has been taken into account for factored resistances, no further increase allowed. 

2) LFTA6: To achieve F1 lateral loads, three nails must be installed on each side on the strap located closest to the bend line. 

Lateral F1 load direction does not apply to roof truss-to-top plate installations. 

3) NAILS: 

red font. 


Anchor installation to achieve twice the load 

(using two identical connectors) 

Wall Top Plate 

Install diagonally across from each 

other for minimum 1-1/2˝ truss/rafter 

(Top View) 

Nailing into both sides of a single ply 2x 

truss/rafter may cause damages in the 

wood 

162 


Plated Truss 

Truss Hangers . . . . . . . . . .Pages 165-169 

• THD Series 

Medium-to-heavy capacity face mount hanger. 

• THDS Series 

Medium capacity truss hanger. 

• THDH Series 

Heavy capacity face mount hanger. 

THD 

THDS 

THDH 


• MUS & HUS Series 

Medium capacity face mount hanger with double shear nailing. 

• MSH Series 

Field adjustable top or face mount strap hanger. 

Skewed Truss Hangers . .Pages 170-171 

• MSHL/R Series 

Skewed 45° floor truss hanger. 

• MSSH Series 

Severely skewed strap hanger for angles 60° to 85°. 

• SNP3 

Adjustable nail plate for connecting square cut trusses at skews up to 

60°. 

Hip /Jack Connectors . . .Pages 172-173 

• BN Series 

Face mount hanger for four mono trusses. 

• HJC Series 

Face mount hanger for one hip and one jack truss. 

HUS 

MUS similar 

MSH213L 

left shown 

BN 

MSSH217R 

right shown 

HJC 

MSH 

SNP3 

HJHC 

Plated Truss 

• HTHJ Series 

Light capacity face mount hanger for one hip and one jack truss. 

• HHC Series 

Face mount hanger for two hip trusses. 

• HJHC Series 

Face mount hanger for two hip and one jack truss. 

HHC 

HTHJ 

Girder Truss Hangers . . .Pages 174-176 

• GT, GTD, & GTS Series 

Girder truss hanger bolts to a supporting truss. 

• GTQ & GTQM Series 

Girder truss hanger installs with WS screws and offers 

min/max fastening options. 

• GTWS Series 

Girder truss hanger with high uplift capacity screws to a 

supporting truss. 

Truss Clips . . . . . . . . . . . . .Pages 176-177 

• STC Series 

A scissor truss clip with slotted nail holes for horizontal movement. 

• FTC Series 

A floor truss clip to transfer loads between floor truss plies. 

GTD 

GTQ 

GTQM similar 

STC 

GTS GT 

GTWS 

FTC 




Plated Truss 

Supplemental Bearing Plates . . .Page 178 

• SBP Series 

Connects to truss at bearing locations to distribute concentrated loads. 

SBP 

Roof Truss Ties . . . . . . . . . . . . . . .Page 179 

• TR Series 

Provides lateral support for non-load bearing walls while 

allowing floor and roof trusses to deflect. 

Plated Truss 

• HTC Series 

High capacity deflection clip. 

Blocking Supports . . . . . . . . . . . .Page 179 

• ZC Series 

Supports blocking between trusses and joists. 

Truss Spacers . . . . . . . . . .Pages 180-181 

• The Stabilizer 

Truss brace and spacer that connects with prongs. 

• TS & TSX Series 

Truss spacer that connects with nails. 

Drag Strut Connectors . . . . . . . .Page 181 

• LDSC4/DSC4 

Transfers lateral load from a truss to a bearing wall. 

Alternate Installations . . . . . . . . .Page 182 

TR 

ZC 

31 - 24 

LDSC4L 

left shown 

HTC 

TS 

DSC4R 

right shown 

TSX 


• Backer block installations 

• Panel point installations 

• Filler block installations 

164 


Heavy-Duty Face Mount Truss Hangers – THD series 




Options: THD28-2, THD46, THD48, & THD410 are available in 

Triple Zinc. To order, add TZ to stock number, as in 

THD28-2TZ. 

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). 





See EWP applications page 122 


Header Joist 

W 

THD28 

A 

D 

H 

Typical THD210 

installation 

Joist / 


Steel 


Truss Size Stock No. Ref. No. Gauge W H D A Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

2 x 6 - 8 THD26 HTU26 16 1-5/8 5-1/16 3 1-7/8 18 16d 12 10dx1-1/2 5010 4390 22.29 19.53 3557 3117 15.82 13.87 

2 x 8 - 10 THD28 HTU28 16 1-5/8 7 3 1-7/8 28 16d 16 10dx1-1/2 6495 4390 28.89 19.53 4611 3117 20.51 13.87 

2 x 10 - 12 THD210 HTU210 16 1-5/8 9 3 1-7/8 38 16d 20 10dx1-1/2 8380 5835 37.28 25.96 5950 4143 26.47 18.43 

(2) 2 x 6 - 8 THD26-2 

HHUS26-2, 

HTU26-2 

14 3-7/16 5-3/8 3 2 18 16d 12 10d 7090 5745 31.54 25.56 5034 4079 22.39 18.14 

(2) 2 x 8 - 10 THD28-2 

HHUS28-2, 

HTU28-2 

14 3-7/16 7-1/8 3 2 28 16d 16 10d 8195 4885 36.45 21.73 5818 3468 25.88 15.43 

(2) 2 x 10 - 12 THD210-2 

HHUS210-2, 

HTU210-2 

14 3-7/16 9-1/8 3 2 38 16d 20 10d 11540 7250 51.33 32.25 8193 5148 36.45 22.90 

4 x 6 - 8 THD46 HHUS46 14 3-5/8 5-5/16 3 2 18 16d 12 10d 7090 5745 31.54 25.56 5034 4079 22.39 18.14 

4 x 8 - 10 THD48 HHUS48 14 3-5/8 7-1/16 3 2 28 16d 16 10d 8195 4885 36.45 21.73 5818 3468 25.88 15.43 

4 x 10 -12 THD410 HHUS410 14 3-5/8 9-1/16 3 2 38 16d 20 10d 11540 7250 51.33 32.25 8193 5148 36.45 22.90 

4 x 12 - 14 THD412 -- -- 14 3-5/8 11 3 3 48 16d 20 10d 11540 7250 51.33 32.25 8193 5148 36.45 22.90 

4 x 14 - 16 THD414 -- -- 14 3-5/8 12-7/8 3 3 58 16d 20 10d 11540 7250 51.33 32.25 8193 5148 36.45 22.90 

(3) 2 x 10 - 12 THD210-3 HHUS210-3 12 5-1/8 9 3 3 38 16d 20 10d 11540 7250 51.33 32.25 8193 5148 36.45 22.90 

6 x 10 -12 THD610 HHUS5.50/10 12 5-1/2 9 3 3 38 16d 20 10d 12455 6425 55.40 28.58 8843 4562 39.34 20.29 

6 x 12 - 14 THD612 -- -- 12 5-1/2 11 3 3 48 16d 20 10d 13785 9850 61.32 43.82 9787 6994 43.54 31.11 

6 x 14 - 16 THD614 -- -- 12 5-1/2 12-7/8 3 3 58 16d 20 10d 13785 9850 61.32 43.82 9787 6994 43.54 31.11 

7 x 9-1/4 - 14 THD7210 HHUS7.25/10 12 7-1/4 9 3 3 38 16d 20 10d 12455 6425 55.40 28.58 8843 4562 39.34 20.29 



3) NAILS 

Some model designs may 

vary from illustration shown 



Plated Truss 



 

Range 

See Sloped Seat and Skewed Widths > 3 can have 

one flange inverted. 


Factored 


85% of table value 65% of table value 65% of table value 

Resistance 



Ordering 




Ex. THD410-SK45R 




Ex. THD410-SL30D 


Ex. THD410-SK45RSL30D 

Add 1IF, one flange, 

right (R) and left (L), 


Ex. THD4101IFR 

Left 

flange 

W 

D 

A 

H 

Right 

flange 



3) All sloped, skewed, or combinations require bevel cut on joist in all applications. 

THD28-2 



Truss Hangers – THDS26 





A 

H 

Plated Truss 


Application 4 



Header Joist 2 S-P-F (Lbs) S-P-F (kN) 


Steel 

Vertical Uplift 1 Vertical Uplift 1 

Stock No. Ref. No. Gauge W H D A Header Joist 3 Qty Type Qty Type 100% 115% 100% 115% 

(1) 2x6 S-P-F 2x6 S-P-F 18 16d x 2-1/2 10 10d x 1-1/2 2105 1605 9.36 7.14 

THDS26 -- -- 18 1-5/8 5-1/8 3-1/2 2-7/16 

(2) 2x6 S-P-F 2x6 S-P-F 18 16d x 2-1/2 10 10d x 1-1/2 2330 1605 10.36 7.14 

(1) 2x6 S-P-F S-P-F plated truss 18 16d x 2-1/2 10 10d x 1-1/2 3405 1605 15.15 7.14 

(2) 2x6 S-P-F S-P-F plated truss 18 16d x 2-1/2 10 10d x 1-1/2 3630 1605 16.15 7.14 

1) Calculated using nail resistance values in CSA O86.1-94. Nails considered to be equivalent to toe-nails to end distance. 

Uplift values have been increased by 1.15 for short-term loading such as wind. 

2) When used in a truss application, the fasteners into the supported member will need to be driven through the truss plate to complete the installation. 

 

4) Supporting and supported wood members are to be designed by others. Ensure supporting member can accept all fasteners. 


6) NAILS: 


Heavy-Duty Truss Hangers – THDH series 

W 

THDS26 

D 

Typical THDS26 

installation 





THDH412 is available in Triple Zinc. 

To order, add TZ to stock number, 

as in THDH412-TZ. 






page 10. 

• Joist nails must be driven in at a 30° to 45° angle 

through the joist or truss into the header to achieve 

listed loads. Standard length “double shear” nails 

must be used to achieve listed load values. 

See EWP applications page 122 

Specialty Options Chart – refer to Specialty Options pages 210 to 211 

for additional details. 

Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 

Range 

Factored 

 

 

Resistance 

 

 

Ordering 

 

 

 

Drive joist nails into header at 30° 

to 45° to achieve listed loads. 

W 

4˝ 

THDH 

 

 

 

Inverted flange option is not available for THDH models. 

2 1 /2˝ 

H 

Typical THDH double 

shear installation 

Dimple allows 

30˚ to 45˚ 

nailing 

Typical THDH26-2 

installation 

Some model designs 

may vary from 

illustration shown 

W 

THDH26-2 

2 1 /2˝ 

D 

H 

166 



Heavy-Duty Truss Hangers – THDH series continued 


Joist / 

Truss Size 


Stock No. 



Slant Nail Truss Hangers – MUS & HUS series 


Ref. No. W H D Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

2 x 6 - 8 THDH26 HGUS26 1-5/8 5-7/16 5 20 16d 8 16d 7970 4410 35.45 19.62 5660 3130 25.18 13.92 

2 x 8 - 10 THDH28 HGUS28 1-5/8 7-3/16 5 36 16d 12 16d 11860 8230 52.76 36.61 8420 5845 37.46 26.00 

2 x 10 - 12 THDH210 -- -- 1-5/8 9-3/16 5 46 16d 16 16d 15250 10170 67.84 45.24 10830 7220 48.18 32.12 

2-11/16 x 9-1/4 - 14 THDH27925 HGUS2.75/10 2-3/4 9-1/8 4 46 16d 12 16d 13525 6575 60.16 29.25 9605 4670 42.73 20.77 

2-11/16 x 11-1/4 - 16 THDH27112 HGUS2.75/12 2-3/4 10-7/8 4 56 16d 14 16d 16130 9845 71.75 43.79 11450 6990 50.93 31.09 

2-11/16 x 14 - 16 THDH2714 HGUS2.75/14 2-3/4 12-1/4 4 66 16d 16 16d 16130 11335 71.75 50.42 11450 8050 50.93 35.81 

3-1/4 x 9-1/2 THDH3210 HGUS3.25/10 3-3/16 9-3/8 4 46 16d 12 16d 14760 7480 65.66 33.27 10480 5310 46.62 23.62 

3-1/4 x 10-5/8 THDH3212 HGUS3.25/12 3-3/16 10-5/8 4 56 16d 14 16d 16130 11335 71.75 50.42 11450 8050 50.93 35.81 

(2) 2 x 6 - 8 THDH26-2 HGUS26-2 3-7/16 5-3/8 4 20 16d 8 16d 9035 4215 40.19 18.75 6415 2995 28.54 13.32 

(2) 2 x 8 - 10 THDH28-2 HGUS28-2 3-7/16 7-1/8 4 36 16d 10 16d 13075 5020 58.16 22.33 9285 3565 41.30 15.86 

(2) 2 x 10 - 12 THDH210-2 HGUS210-2 3-7/16 9-1/8 4 46 16d 12 16d 13525 6575 60.16 29.25 9605 4670 42.73 20.77 

4 x 6 - 8 THDH46 HGUS46 3-9/16 5-3/8 4 20 16d 8 16d 8290 4905 36.88 21.82 5885 3485 26.18 15.50 

4 x 8 - 10 THDH48 HGUS48 3-9/16 7-1/8 4 36 16d 10 16d 12825 6000 57.05 26.69 9105 4260 40.50 18.95 

4 x 10 - 12 THDH410 HGUS410 3-9/16 9-1/8 4 46 16d 12 16d 14760 7480 65.66 33.27 10480 5310 46.62 23.62 

4 x 12 - 14 THDH412 HGUS412 3-9/16 10-1/2 4 56 16d 14 16d 16130 9845 71.75 43.79 11450 6990 50.93 31.09 

4 x 14 - 16 THDH414 HGUS414 3-9/16 13-1/16 4 66 16d 16 16d 16130 11335 71.75 50.42 11450 8050 50.93 35.81 

(3) 2 x 6 - 8 THDH26-3 HGUS26-3 5-1/8 5-7/16 4 20 16d 8 16d 9035 4215 40.19 18.75 6415 2995 28.54 13.32 

(3) 2 x 8 - 10 THDH28-3 HGUS28-3 5-1/8 7-3/16 4 36 16d 12 16d 13075 5020 58.16 22.33 9285 3565 41.30 15.86 

(3) 2 x 10 - 12 THDH210-3 HGUS210-3 5-1/8 9-3/16 4 46 16d 16 16d 13190 7030 58.67 31.27 9365 4990 41.66 22.20 

(3) 2 x 12 - 14 THDH212-3 HGUS212-3 5-1/8 11-3/16 4 56 16d 20 16d 15465 9105 68.79 40.50 10980 6465 48.84 28.76 

(3) 2 x 14 - 16 THDH214-3 HGUS214-3 5-1/8 13-3/16 4 66 16d 22 16d 18810 10760 83.67 47.86 13355 7640 59.41 33.99 

6 x 10 - 12 THDH610 

HGUS5.25/10, 

HGUS5.50/10 

5-1/2 9 4 46 16d 16 16d 13190 7030 58.67 31.27 9365 4990 41.66 22.20 

6 x 12 - 14 THDH612 

HGUS5.25/12, 

HGUS5.50/12 

5-1/2 11 4 56 16d 20 16d 15465 9105 68.79 40.50 10980 6465 48.84 28.76 

6 x 14 - 16 THDH614 HGUS5.50/14 5-1/2 13 4 66 16d 22 16d 18810 10760 83.67 47.86 13355 7640 59.41 33.99 

6-3/4 x 9 - 14-1/2 THDH6710 

HGUS210-4, 

HGUS6.88/10 

6-7/8 8-13/16 4 46 16d 12 16d 13525 6575 60.16 29.25 9605 4670 42.73 20.77 

6-3/4 x 11 - 18 THDH6712 

HGUS212-4, 

HGUS6.88/12 

6-7/8 10-13/16 4 56 16d 14 16d 16130 9845 71.75 43.79 11450 6990 50.93 31.09 

6-3/4 x 13 - 20-1/2 THDH6714 

HGUS214-4, 

HGUS6.88/14 

6-7/8 12-13/16 4 66 16d 16 16d 16130 11335 71.75 50.42 11450 8050 50.93 35.81 

7 x 9-1/4 - 14 THDH7210 HGUS7.25/10 7-1/4 9 4 46 16d 12 16d 14760 7480 65.66 33.27 10480 5310 46.62 23.62 

7 x 11-1/4 - 16 THDH7212 HGUS7.25/12 7-1/4 10-1/2 4 56 16d 14 16d 16130 9845 71.75 43.79 11450 6990 50.93 31.09 

7 x 14 - 18 THDH7214 HGUS7.25/14 7-1/4 12-1/4 4 66 16d 16 16d 16130 11335 71.75 50.42 11450 8050 50.93 35.81 


 


4) NAILS: 

red font. 

Header 



Options: HUS26, HUS28, & HUS210 are available in 

Triple Zinc. To order, add TZ to stock 

number, as in HUS26-TZ 



evaluators. 



• Joist nails must be driven in at a 30° to 45° angle through the 

joist or truss into the header to achieve listed loads. Standard 

length “double shear” nails must be used to achieve 

listed load values. 

Truss 

DF-L (Lbs) 


DF-L (kN) 




S-P-F (Lbs) 

Uses standard 

length nails 

S-P-F (kN) 

Raised 

dimple allows 

30˚ to 45 

nailing 

Typical HUS 

installation 

W 

HUS 

1˝ 

2˝ 

3˝ 

H 

Plated Truss 



Header Truss 2 

DF-L (Lbs) 


DF-L (kN) 

S-P-F (Lbs) 

S-P-F (kN) 

Joist / 


Steel 


Truss Size Stock No. Ref. No. Gauge W H Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

MUS26 MUS26 18 1-9/16 5-1/16 6 10d 6 10d 3245 1625 14.44 7.23 2305 1155 10.25 5.14 

2 x 6 - 8 

HUS26, 

HUS26 

LJS26DS 

16 1-5/8 5-7/16 14 16d 6 16d 5480 3625 24.38 16.13 3891 2574 17.31 11.45 

2 x 8 - 10 

MUS28 MUS28 18 1-9/16 7-1/16 8 10d 8 10d 4400 2315 19.57 10.30 3125 1645 13.90 7.32 

HUS28 HUS28 16 1-5/8 7-3/16 22 16d 8 16d 7115 4840 31.65 21.53 5052 3436 22.47 15.29 

2 x 10 - 12 HUS210 HUS210 16 1-5/8 9-3/16 30 16d 10 16d 9025 6035 40.15 26.85 6408 4285 28.50 19.06 

1-3/4 x 5-1/2 - 7-1/4 HUS175 HU1.81/5 16 1-13/16 5-3/8 14 16d 6 16d 5480 3625 24.38 16.13 3891 2574 17.31 11.45 

1-3/4 x 7-1/4 - 11-1/4 HUS177 -- -- 16 1-13/16 7-1/8 22 16d 8 16d 7115 4840 31.65 21.53 5052 3436 22.47 15.29 

1-3/4 x 9-1/4 - 14 HUS179 HUS1.81/10 16 1-13/16 9-1/8 30 16d 10 16d 9025 6035 40.15 26.85 6408 4285 28.50 19.06 


 


W 

2˝ 

 

5) NAILS 


MUS 

167 


H

Adjustable Strap Hangers – MSH series 

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. 



Options: MSH422 is available in Triple Zinc. To order, add TZ to 

stock number, as in MSH422-TZ. 



NEW 

SIZES 



• Web stiffeners are required for I-Joist installations. 

Mounting condition: 

Face-Max – Figure 1. All header nails used should be driven into the wide face of the header. 

Top-Max – Figure 2. The hanger is installed in a top mount condition with at least six lower header 

face nail holes filled, and four top flange nails filled. The strap must wrap over the top 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 at 

least 2˝ and the joist nails shall be installed straight into the joist for all models. 

Combination – Figure 4. Face-Max values apply for the entire connection. Follow fastening 

directions above for the applicable mounting condition for each individual flange strap. 

B 

W 

H 

D 

MSH 

21 1 /2˝ 


Plated Truss 

3 9 /16˝ 

MSH422 

H 

22˝ 




Uses standard 

length nails 

B 

W 

MSH426 

D 

3 5 /8˝ 

MSH422IF 

Figure 1 

Figure 2 Figure 3 

Figure 4 

Typical MSH installation 

Face Mount Maximum 

Typical MSH installation 

Top Mount Maximum 

Typical MSH422-2IF 

installation Top Mount 

Minimum 

Typical combination 

MSH installation 


168 


Adjustable Strap Hangers – MSH series continued 


Joist 

Material 

& Width 

 

or 

Trusses 

 

or 

Trusses 

 

or 

Trusses 

 

or 

Trusses 

 

or 

I-Joist 

 

or 

I-Joist 

 

I-Joist 

 

I-Joist 

 

Floor 

Trusses 

 

or 

Trusses 

 

or 

Trusses 

 

Floor 

Trusses 

 

Floor 

Trusses 

 

Floor 

Trusses 

 

Floor 

Trusses 

 

Floor 

Trusses 

 

Floor Trusses 

 

Floor 

Trusses 

 

Floor 

Trusses 

 

I-Joist 

 

I-Joist 


Stock No. 

Steel Gauge 

Mounting 

Top Face 


Ref. No. W H D B Condition Qty Type Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

face-max -- -- -- -- 18 10d 4 10d x 1-1/2 4770 1480 21.22 6.58 3390 1050 15.08 4.67 

MSH29 THA29 18 1-5/8 8-3/4 2-1/4 5 

MSH213 THA213 18 1-5/8 12-3/4 2-1/4 

MSH218 THA218 18 

1-5/8 16-3/4 2-1/4 5 

MSH222 THAI222 18 1-5/8 23 1-3/4 10-13/16 

MSH1713 -- -- 18 1-13/16 14-7/16 1-3/4 10-3/4 

MSH1722 THAI1.81/22 18 

22-7/8 

MSH2022 THAI2.06/22 18 2-1/16 22-5/8 1-3/4 10-7/16 

MSH2322 

THAI3522 

2-3/8 22-5/8 1-3/4 10-7/16 

MSH322 THAI322 18 2-9/16 22-1/2 1-3/4 10-3/8 

MSH218-2 THA218-2 16 3-1/8 17-3/4 1-3/4 10-1/16 

MSH222-2 THA222-2 16 3-1/8 22-1/4 1-3/4 10-1/16 

MSH418 THA418 16 3-9/16 17-1/2 1-3/4 

14 

16 3-5/8 22 1-3/4 9-13/16 

MSH424 -- -- 16 3-5/8 22 2 

3-5/8 26 1-3/4 

22-1/8 

MSH426-2 THA426-2 14 7-1/4 26-1/16 2 

18 

MSH413 THA413 16 3-9/16 

MSH422 

MSH422IF 

MSH426 

MSH426IF 

MSH422-2 

MSH422-2IF 

 

THAI422 

 

THAC422 

 

THAC426 

THA422-2 

THAC422-2 

MSH2622-2 -- -- 16 


1-3/4 10-3/4 

1-3/4 

16 3-9/16 21-1/2 1-3/4 

14 

1-13/16 

14 7-1/4 

7-5/8 

11 

9-1/4 

MSH2322-2 -- -- 16 4-3/4 22 1-3/4 9-1/4 

5-3/8 22 1-3/4 9-1/4 

2 

5 

7-5/8 

7-5/8 

5-3/16 

8 


Header Joist DF-L (Lbs) 


DF-L (kN) S-P-F (Lbs) 

top-max 4 10d 6 10d 4 10d x 1-1/2 4940 1480 21.98 6.58 3510 1050 15.61 4.67 

top-min 4 10d 2 10d 4 10d x 1-1/2 3690 -- -- 16.41 -- -- 2620 -- -- 11.65 -- -- 

face-max -- -- -- -- 20 10d 4 10d 4770 1480 21.22 6.58 3390 1050 15.08 4.67 

top-max 4 10d 6 10d 4 10d 4940 1480 21.98 6.58 3510 1050 15.61 4.67 

top-min 4 10d 2 10d 4 10d x 1-1/2 3690 -- -- 16.41 -- -- 2620 -- -- 11.65 -- -- 

face-max -- -- -- -- 26 10d 4 10d x 1-1/2 4770 1480 21.22 6.58 3390 1050 15.08 4.67 

top-max 4 10d 6 10d 4 10d x 1-1/2 4940 1480 21.98 6.58 3510 1050 15.61 4.67 

top-min 4 10d 2 10d 4 10d x 1-1/2 3690 -- -- 16.41 -- -- 2620 -- -- 11.65 -- -- 

face-max -- -- -- -- 22 10d 4 10d x 1-1/2 3195 1120 14.21 4.98 2270 795 10.10 3.54 

top-max 4 10d 6 10d 4 10d x 1-1/2 4255 1120 18.93 4.98 3020 795 13.43 3.54 

top-min 4 10d 2 10d 4 10d x 1-1/2 3550 -- -- 15.79 -- -- 2520 -- -- 11.21 -- -- 

face-max -- -- -- -- 12 10d 4 10d 3195 1120 14.21 4.98 2270 795 10.10 3.54 

top-max 4 10d 6 10d 4 10d 4255 1120 18.93 4.98 3020 795 13.43 3.54 

top-min 4 10d 2 10d 4 10d x 1-1/2 3550 -- -- 15.79 -- -- 2520 -- -- 11.21 -- -- 

face-max -- -- -- -- 22 10d 4 10d x 1-1/2 3195 1120 14.21 4.98 2270 795 10.10 3.54 

top-max 4 10d 6 10d 4 10d x 1-1/2 4255 1120 18.93 4.98 3020 795 13.43 3.54 

top-min 4 10d 2 10d 4 10d x 1-1/2 3550 -- -- 15.79 -- -- 2520 -- -- 11.21 -- -- 

face-max -- -- -- -- 22 10d 4 10d 5510 1140 24.51 5.07 3910 810 17.39 3.60 

top-max 4 10d 6 10d 4 10d 5305 1140 23.60 5.07 3770 810 16.77 3.60 

top-min 4 10d 2 10d 4 10d 3210 -- -- 14.28 -- -- 2280 -- -- 10.14 -- -- 

face-max -- -- -- -- 22 10d 4 10d x 1-1/2 3195 1120 14.21 4.98 2270 795 10.10 3.54 

top-max 4 10d 6 10d 4 10d x 1-1/2 4255 1120 18.93 4.98 3020 795 13.43 3.54 

top-min 4 10d 2 10d 4 10d x 1-1/2 3550 -- -- 15.79 -- -- 2520 -- -- 11.21 -- -- 

face-max -- -- -- -- 22 10d 4 10d x 1-1/2 3195 1120 14.21 4.98 2270 795 10.10 3.54 

top-max 4 10d 6 10d 4 10d x 1-1/2 4255 1120 18.93 4.98 3020 795 13.43 3.54 

top-min 4 10d 2 10d 4 10d x 1-1/2 3550 -- -- 15.79 -- -- 2520 -- -- 11.21 -- -- 

face-max -- -- -- -- 16 10d 4 10d 3695 1140 16.44 5.07 2625 810 11.68 3.60 

top-max 4 10d 6 10d 4 10d 5305 1140 23.60 5.07 3770 810 16.77 3.60 

top-min 4 10d 2 10d 4 10d 3210 -- -- 14.28 -- -- 2280 -- -- 10.14 -- -- 

face-max -- -- -- -- 22 10d 4 10d 5510 1140 24.51 5.07 3910 810 17.39 3.60 

top-max 4 10d 6 10d 4 10d 5305 1140 23.60 5.07 3770 810 16.77 3.60 

top-min 4 10d 2 10d 4 10d 3210 -- -- 14.28 -- -- 2280 -- -- 10.14 -- -- 

face-max -- -- -- -- 14 10d 6 10d 5185 2955 23.06 13.15 3680 2100 16.37 9.34 

top-max 4 10d 6 10d 6 10d 5120 2955 22.78 13.15 3635 2100 16.17 9.34 

top-min 4 10d 2 10d 6 10d 3240 -- -- 14.41 -- -- 2300 -- -- 10.23 -- -- 

face-max -- -- -- -- 18 10d 6 10d 5185 2955 23.06 13.15 3680 2100 16.37 9.34 

top-max 4 10d 6 10d 6 10d 5120 2955 22.78 13.15 3635 2100 16.17 9.34 

top-min 4 10d 2 10d 6 10d 3240 -- -- 14.41 -- -- 2300 -- -- 10.23 -- -- 

face-max -- -- -- -- 22 10d 4 10d 5185 2955 23.06 13.15 3680 2100 16.37 9.34 

top-max 4 10d 6 10d 4 10d 5120 2955 22.78 13.15 3635 2100 16.17 9.34 

top-min 4 10d 2 10d 4 10d 3240 -- -- 14.41 -- -- 2300 -- -- 10.23 -- -- 

face-max -- -- -- -- 22 10d 4 10d 5510 1140 24.51 5.07 3910 810 17.39 3.60 

top-max 4 10d 6 10d 4 10d 5305 1140 23.60 5.07 3770 810 16.77 3.60 

top-min 4 10d 2 10d 4 10d 3210 -- -- 14.28 -- -- 2280 -- -- 10.14 -- -- 

face-max -- -- -- -- 36 10d 6 10d 6490 2420 28.87 10.77 4605 1720 20.48 7.65 

top-max 4 10d 6 10d 6 10d 4775 2420 21.24 10.77 3390 1720 15.08 7.65 

top-min 4 10d 2 10d 6 10d 2410 -- -- 10.72 -- -- 1710 -- -- 7.61 -- -- 

top-max 4 16d 8 16d 6 16d 6310 3225 28.07 14.35 4480 2290 19.93 10.19 

top-min 4 16d 2 16d 6 16d 4480 930 19.93 4.14 3180 660 14.15 2.94 

face-max -- -- -- -- 26 16d 6 16d 7875 2215 35.03 9.85 5590 1570 24.87 6.98 

top-max 4 16d 10 16d 6 16d 7510 2215 33.41 9.85 5330 1570 23.71 6.98 

top-min 4 16d 4 16d 6 16d 6185 -- -- 27.51 -- -- 4390 -- -- 19.53 -- -- 

face-max -- -- -- -- 22 10d 4 10d 5510 1140 24.51 5.07 3910 810 17.39 3.60 

top-max 4 10d 6 10d 4 10d 5305 1140 23.60 5.07 3770 810 16.77 3.60 

top-min 4 10d 2 10d 4 10d 3210 -- -- 14.28 -- -- 2280 -- -- 10.14 -- -- 

face-max -- -- -- -- 46 10d 4 10d 5510 1140 24.51 5.07 3910 810 17.39 3.60 

top-max 4 10d 6 10d 4 10d 5305 1140 23.60 5.07 3770 810 16.77 3.60 

top-min 4 10d 2 10d 4 10d 3210 -- -- 14.28 -- -- 2280 -- -- 10.14 -- -- 

face-max -- -- -- -- 46 10d 4 10d 5510 1140 24.51 5.07 3910 810 17.39 3.60 

top-max 4 10d 6 10d 4 10d 5305 1140 23.60 5.07 3770 810 16.77 3.60 

top-min 4 10d 2 10d 4 10d 3210 -- -- 14.28 -- -- 2280 -- -- 10.14 -- -- 



3) NAILS: 

red font. 



S-P-F (kN) 

Plated Truss

Skewed Truss Hanger – MSHL/R series 

The MSHL/R is an adjustable 45º skew hanger designed to 

permit installation on a 2 x 6 or greater bottom chord, or 

vertical web member. 

1 3 /4˝ 

Plated Truss 








• Web stiffeners are required for I-Joist installations. 

Right skew 

Joist 

Material 

& Width 

2x Lumber 

or 

Trusses 

Drive nails 

at angle 

Left skew 

Fastener Schedule 2,3 Factored Resistance 



Steel Mounting 

Top Face 


Stock No. Ref. No. Gauge Condition Qty Type Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

face-max -- -- -- -- 22 10d 6 10d x 1-1/2 2550 905 11.34 4.03 2190 780 9.74 3.47 

MSH213L/R -- -- 18 top-max 4 10d 6 10d 6 10d x 1-1/2 2500 905 11.12 4.03 2145 780 9.54 3.47 

top-min 4 10d 2 10d 6 10d x 1-1/2 1785 -- -- 7.94 -- -- 1535 -- -- 6.83 -- -- 



3) NAILS 

1 5 /8˝ 

MSH213L 

13 1 /4˝ 

Typical MSH213R installation 

right skew 

Typical MSH213L installation 

left skew 


Severely Skewed Hangers – MSSH series 

170 

USP’s MSSH217 hanger accommodates a skew range of 60° to 85° (30° maximum off 

the girder) without the need for a more expensive custom design hanger. Face nail to 

webs or bend the flange strap over the chord. Available in left (L) or right (R) 

configurations. 





• The 3 lower holes on each strap are for top nailing when the strap is bent over the truss 

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 the angle 

will pass the end of the truss. When facing the hanger, the strap in the rear turns in the 

direction of the skew. The front strap turns to pass behind the end of the carried member. 

• Attach the hanger at the end of the truss with a single 10d x 11⁄2˝ nail into the side flange 

or bottom. 

• Place the truss in position against the girder. Push the outside strap past the end of the 

truss to the girder web and face nail through the top 8 holes with 10d x 11⁄2˝ nails for 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) or bend 

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 the 

girder 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 and 

girder have vertical webs, attach a scab to pack out the girder web nearly flush with the truss 

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 the truss chord. 


MSSH217R 

Right shown 

attached to webs 

8 holes for 

face nailing 

3 holes for 

top nailing 

2 x 6 or 2 x 8 

Pocket nail 

MSSH217L 

Left shown 

attached 

to web and 

top of chord 

17 3 /16˝ 

1 3 /4˝ 1 5 /8˝ 

Optional 

bottom nail 

MSSH217R 

right shown 


Severely Skewed Hangers – MSSH series continued 

Back side with 

straps bent over 

Bend over 


MP Framing 

Angle pg. 69-70 

Additional 

Strapping 

for High Uplift 

Additional 

Strapping 

for High Uplift 

Fastener Schedule 2,3,4 Factored Resistance 1 

Girder Truss 

Hip 

DF-L S-P-F 


Steel 

Carrying Member Carried Member 

Girder 

Vertical (100%) Vertical (100%) 

Stock No. Ref. No. Gauge Qty Type Qty Type Truss Lbs kN Lbs kN 

MSSH217L/R -- -- 18 

8 10d per strap OR 1 Ply 2115 9.41 1720 7.65 

1 10d x 1-1/2 

4 10d top of bent straps 2 Ply 2450 10.90 1720 7.65 

Optional Construction: Parallel to Grain Loading in Hanger Seat 

8 10d per strap OR 1 Ply 2115 9.41 1820 8.10 

1 10d x 1-1/2 

4 10d top of bent straps 2 Ply 2450 10.90 2160 9.61 

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. 


4) NAILS 

Note: The 3 lower holes on each strap are for top nailing when strap is bent. These holes are not for face nailing. 

Skewed Nail Plate – SNP3 

LSTA Strap 

Tie pg. 77-78 

Back view shown 

Right shown 

bent over bottom chord 

Bend over 

Girder 

Truss 

Top view right shown 

Plated Truss 

The SNP3 Skewed Nail Plate is designed and tested for 

connecting square cut corner jack trusses at skews from 45˚ to 90˚. 





Supporting 

Truss 

3 1 /2˝ 


• Install specified fasteners from bend line out 

from each end. Not all nail holes will be filled. 

• Attach to the supported truss on the acute angle 

side so the SNP3 runs behind the end of the 

jack. 

• Set jack truss against supporting truss and nail on exposed flange. 


• 8d common nails may be substituted for 8d x 11/2˝ nails with no 

reduction in load. 

3 1 /2˝ Supported 

Truss 

45º to 

90º 

Typical SNP3 

installation 


Stock No. 

Steel 



Each End DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

Vertical Upift 1 Vertical Upift 1 Vertical Upift 1 Vertical Upift 1 

Ref. No. Gauge Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

SNP3 TJC37 16 6 8d x 1-1/2 765 660 3.40 2.94 720 660 3.20 2.94 



3) NAILS 

3 3 /8˝ 

3 1 /2˝ 

3 1 /2˝ 

SNP3 



Breakfast Nook Hangers – BN series 

Designed to carry four mono trusses in one connector, it reduces installation time and 

cost. Provides a tested, load rated connection. Standard configuration spacing: 

22 1 /2°, 45°, 45°, 45°, 22 1 /2°. The design also includes field adjustable nailing tabs. 

Plated Truss 







• Allow a 2˝ setback for each mono truss. 

• For pitched ceiling, design mono trusses with end-vertical upset. 

Upset equals tangent of the ceiling slope times 5.6˝. 

• Bend tab only once. 

22 1/2º 1 22 1/2º 1 45º 

45º 

45º 

BN264 

Standard configuration 

(top view) 

Nailing tabs 

adjust to fasten 

22 1 /2º mono trusses 

Field adjustable 

nailing tabs 

with slotted 

fastening holes 

for slant nailing 

B 

Typical BN264 

installation 

BN264 

L 

H 





Carrying Carried Member 

DF-L 

S-P-F 


Steel 

Member per Mono Truss Vertical (100%) Uplift (115%) 1,4 Vertical (100%) Uplift (115%) 1,4 

Stock No. Ref. No. Gauge L H B Qty Type Qty Type Lbs. kN Lbs. kN Lbs. kN Lbs. kN 

BN264 THJM2-4-SDS3 14 10 5-3/8 3-1/4 20 10d 2 10d x 1-1/2 4565 20.31 1220 5.43 3240 14.41 865 3.85 

BN284 -- -- 14 10 7-1/8 3-1/4 20 10d 2 10d x 1-1/2 4565 20.31 1220 5.43 3240 14.41 865 3.85 


2) Loading published for total load of connection. 


4) Maximum uplift per mono truss is 180 lbs. at 115% for DF-L and 155 lbs. at 115% for S-P-F. 

5) NAILS 

172 


Hip/Jack Connectors – HHC, HJC, HJHC, & HTHJ series 

HHC – Designed to support 1 ply hip and jack truss/rafters. Contact USP when 

using multi-ply applications. 

HJHC – Allows for hip/hip support and hip/ jack/hip installations. 

HJC & HTHJ – Used to simultaneously hang a combination of hips and jacks off 

girder trusses. These hangers fit both left-hand and right-hand applications. 

An open back design allows for retrofit installations. 


Materials: HHC, HJC, & HJHC – 12 gauge; 

HTHJ –18 gauge 






45º 45º 

Typical HJC/HTHJ 

installation top view 

45º 45º 45º 45º 

Typical HHC 


Typical HJC/HTHJ 

installation 

Typical HJHC 


Plated Truss 

H 

H 

H 

H 

6˝ 

3 1 /4˝ 

9˝ 

3 1 /4˝ 

10 1 /2˝ 

3 1 /4˝ 

5 7 /8˝ 

5˝ 

HJC 

HHC 

HJHC 

HTHJ 

Carrying Member 


Carried Member 

DF-L (Lbs) 


DF-L (kN) 


Steel H 

per Hip per Jack Vertical Uplift 1 Vertical Uplift 1 Vertical Uplift 1 Vertical Uplift 1 

Description Stock No. Ref. No. Gauge (in) Qty Type Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

LTHJA26, 

2 x 6 right / left HJC26 THJA26, 12 5-3/8 16 16d 5 10d 7 10d 5740 3070 25.53 13.66 4075 2180 18.13 9.70 

THJU26 

2 x 8 right / left HJC28 -- -- 12 7-1/8 20 16d 6 10d 8 10d 5740 3070 25.53 13.66 4075 2180 18.13 9.70 

2 x 6 terminal HHC26 

LTHJA26, 

THJA26 

12 5-7/16 20 16d 5 10d -- -- -- -- 4235 2075 18.84 9.23 3660 1810 16.28 8.05 

2 x 8 terminal HHC28 -- -- 12 7-3/16 24 16d 6 10d -- -- -- -- 5085 2490 22.62 11.08 4390 2175 19.53 9.68 

2 x 6 terminal HJHC26 -- -- 12 5-7/16 20 16d 5 10d 2 10d 4235 2075 18.84 9.23 3660 1810 16.28 8.05 

2 x 8 terminal HJHC28 -- -- 12 7-3/16 24 16d 6 10d 2 10d 5085 2490 22.62 11.08 4390 2175 19.53 9.68 

2 x 6 terminal HTHJ26-18 -- -- 18 5 16 16d 7 16d 5 16d 4375 1125 19.46 5.00 3105 800 13.81 3.56 


2) Loading published for total load of hip / jack connection. 


4) NAILS 

S-P-F 

S-P-F (kN) 

HJC Specialty Options Chart 

Option 

Range 

Factored 

Resistance 

Ordering 

Hip Truss Skew 

 

 

 

 

 

Varies 

8˝ max. width 

HJC (skewed) 

3 1 /4˝ 

H 

Specify angle 

(60° max) 

Typical HJC (skewed) installation 

with alternate skew angle top view 



Girder Truss Hangers – GT, GTD & GTS series 

The GT primarily hangs girder trusses off other girder trusses, although a wide variety 

of other heavy-duty installations apply. 



Options: All models available in LVL sizes, use M in place of T, as in GT2M4B. 



Plated Truss 



• Minimum heel height is 91/4˝ for GT hangers. 

Supported 

Member 

2 ply 

3 ply 

4 ply 

5 ply 


Stock No. 

GT2T2B 

GT2T2BH 

GT2T3B 

GT2T4B 

GT2T6B 

GT2T6BH 

GT2T8B 

GT3T3B 

GT3T3BH 

GT3T4B 

GT3T4BH 

GT3T6B 

GT3T6BH 

GT3T8B 

GT3T8BH 

GT4T4B 

GT4T4BH 

GT4T6B 

GT4T6BH 

GT4T8B 

GT5T8BH 

Steel Gauge Dimensions (in) 

Fastener Schedule 2,3,4 Factored Resistance 

Supporting Supported 


Truss 

Truss 

1 Ply 

2 Ply 

3 Ply Uplift 

Wood 

(100%) 

(100%) 

Back 

Bolt 

(100%) 

(115%) 1 

Species 

Ref. No. Plate Strap W1 L H D B Qty Dia. 2 Qty Type Lbs kN Lbs kN Lbs kN Lbs kN 

DF-L 2440 10.85 4235 18.84 4775 21.24 2485 11.05 

-- -- 3 7 6 19 2 12 16d 

S-P-F 2140 9.52 3600 16.01 4405 19.60 2485 11.05 

DF-L 3210 14.28 5625 25.02 8195 36.45 2485 11.05 

-- -- 3 7 6 2 1 12 16d 

S-P-F 2800 12.46 4775 21.24 6975 31.03 2485 11.05 

DF-L 3540 15.75 6270 27.89 7130 31.72 2485 11.05 

-- -- 3 7 6 22 3 12 16d 

S-P-F 3075 13.68 5305 23.60 6560 29.18 2485 11.05 

DF-L 4905 21.82 8475 37.70 9555 42.50 2485 11.05 

THGB2 3 7 7 19 4 12 16d 

S-P-F 4290 19.08 7215 32.10 8825 39.26 2485 11.05 

DF-L 7375 32.81 12720 56.58 14330 63.75 2485 11.05 

-- -- 3 7 22 6 6 12 16d 

S-P-F 6465 28.76 10835 48.20 13240 58.90 2485 11.05 

DF-L 9770 43.46 16935 75.33 19320 85.94 2485 11.05 

-- -- 3 7 6 6 1 12 16d 

S-P-F 8545 38.01 13730 61.08 13730 61.08 2485 11.05 

DF-L 9800 43.59 16950 75.40 19100 84.96 2485 11.05 

THGBH2 3 7 25 6 8 12 16d 

S-P-F 8580 38.17 13730 61.08 13730 61.08 2485 11.05 

DF-L 3540 15.75 6270 27.89 7130 31.72 2485 11.05 

-- -- 3 7 6 22 3 12 16d 

S-P-F 3075 13.68 5305 23.60 6560 29.18 2485 11.05 

DF-L 4530 20.15 8230 36.61 12175 54.16 2485 11.05 

-- -- 3 7 6 3 1 12 16d 

S-P-F 3880 17.26 6920 30.78 10295 45.80 2485 11.05 

DF-L 4905 21.82 8475 37.70 9555 42.50 2485 11.05 

THGB3 3 7 7 19 4 12 16d 

S-P-F 4290 19.08 7215 32.10 8825 39.26 2485 11.05 

DF-L 6475 28.80 11275 50.16 16395 72.93 2485 11.05 

-- -- 3 7 7 4 1 12 16d 

S-P-F 5650 25.13 9575 42.59 13975 62.17 2485 11.05 

DF-L 7375 32.81 12720 56.58 14330 63.75 2485 11.05 

-- -- 3 7 22 6 6 12 16d 

S-P-F 6465 28.76 10835 48.20 13240 58.90 2485 11.05 

DF-L 9770 43.46 16935 75.33 24595 109.41 2485 11.05 

-- -- 3 7 6 6 1 12 16d 

S-P-F 8545 38.01 14405 64.08 19240 85.59 2485 11.05 

DF-L 9800 43.59 16950 75.40 19100 84.96 2485 11.05 

THGBH3 3 7 25 6 8 12 16d 

S-P-F 8580 38.17 14430 64.19 17655 78.54 2485 11.05 

DF-L 12925 57.50 22520 100.18 27585 122.71 2485 11.05 

-- -- 3 7 6 8 1 12 16d 

S-P-F 11030 49.07 18905 84.10 19375 86.19 2485 11.05 

DF-L 4895 21.77 8475 37.70 9555 42.50 2485 11.05 

-- -- 3 7 19 4 12 16d 

S-P-F 4290 19.08 7215 32.10 8825 39.26 2485 11.05 

DF-L 6465 28.76 11270 50.13 16400 72.95 2485 11.05 

-- -- 3 7 4 1 12 16d 

S-P-F 5645 25.11 9575 42.59 13975 62.17 2485 11.05 

DF-L 7375 32.81 12715 56.56 14330 63.75 2485 11.05 

-- -- 3 7 22 6 6 12 16d 

S-P-F 6465 28.76 10835 48.20 13240 58.90 2485 11.05 

DF-L 9765 43.44 16925 75.29 24600 109.43 2485 11.05 

-- -- 3 7 6 6 1 12 16d 

S-P-F 8545 38.01 14405 64.08 20975 93.31 2485 11.05 

DF-L 9800 43.59 16940 75.36 19110 85.01 2485 11.05 

THGBH4 3 7 25 6 8 12 16d 

S-P-F 8580 38.17 14430 64.19 17645 78.49 2485 11.05 

DF-L 12910 57.43 22495 100.07 32745 145.66 2485 11.05 

-- -- 3 7 6 8 1 12 16d 

S-P-F 11275 50.16 19115 85.03 27895 124.09 2485 11.05 

1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 

2) Bolts shall conform to ASTM A 307 Grade A or better. 

3) GT series require 2 x 6 vertical member for 2, 3, and 4 bolt hangers and 2 x 8 for 6 and 8 bolt hangers. 

4) NAILS 

Typical GT2T4B 

installation 



174 


Girder Truss Hangers – GT, GTD & GTS series cont. 

L 

H 

45º 

W 2 

W2 


W 2 

B 

45º 45º 

D 

W 1 W 1 

W W 1 

1 

GT 

Supported 

Member 


Stock No. 

*GT2T2BSKL/R 

2 ply 

skewed 45° 

*GT2T4BSKL/R 

1 ply 

hip & jack 

2 ply hip 

& 1 ply jack 

1 ply 

terminal hip 

2 ply 

terminal hip 

*GTS1T1H3BSKL/R 



GTD1T1H3B 

GTD1T2H3B 

GT2T4B 

GT series – Hip Applications 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

-- -- 

Steel 

Gauge 

3 

3 

3 

3 

3 

3 

7 

7 

7 

7 

7 

7 

3-7/16 

1-5/8 

1-5/8 

1-5/8 

1-5/8 

1-5/8 


22 **4-1/2 5-1/2 

22 **4-1/2 5-1/2 

Supporting 

Truss 

1) The listed loads for GTS and GTD is the total of hip and jack connection. 

2) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 


4) NAILS 

 

 

 

**D is 3" for hip bucket. 

-- -- 

1-5/8 

7-1/4 

9-1/4 

19 

4-1/2 9-1/4 

22 **4-1/2 5-1/2 

1-5/8 9-1/4 19 **4-1/2 5-1/2 

3-7/16 9-1/4 22 **4-1/2 5-1/2 

1-5/8 

6 

3-7/16 8 

GTS 

left shown 

5 

4 

5 

4 

3 

3 

GTS1T2H3BSKL 

left shown 

3/4 12 


Supported 

Truss 

4 10d x 1-1/2 4 

4 

16d 

10d x 1-1/2 

-- -- 

4 10d x 1-1/2 4 

10d x 1-1/2 

4 

Supported 

Hip 

-- -- 

10d x 1-1/2 



1 Ply 

2 Ply 

3 Ply Uplift 

(100%) (100%) (100%) (115%) 2 

Back 

Bolt 

Wood 

Ref. No. Plate Strap W1 W2 L H D B Qty Dia. 3 Qty Type Qty Type Species Lbs kN Lbs kN Lbs kN Lbs kN 

-- -- 3 7 3-7/16 -- -- 6 19 4-1/2 9-1/4 3 3/4 12 16d -- -- -- -- 

DF-L 2440 10.85 4225 18.79 4765 21.20 2485 11.05 

S-P-F 2130 9.48 3595 15.99 4400 19.57 2485 11.05 

3/4 

3/4 

3/4 

3/4 

4 

3/4 4 10d x 1-1/2 4 

The GTWS series girder-to-girder hangers feature high uplift capacities 

along with high gravity load ratings. 

4 

10d x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

10d x 1-1/2 

High Uplift Girder Truss Hangers – GTWS series 

GTD 

GTD1T1H3B 

DF-L 4875 21.69 8455 37.61 9540 42.44 2485 11.05 

S-P-F 4270 18.99 7195 32.01 8805 39.17 2485 11.05 

DF-L 3520 15.66 6235 27.74 7085 31.52 -- -- -- -- 

S-P-F 3055 13.59 5280 23.49 6525 29.03 -- -- -- -- 

DF-L 4875 21.69 8445 37.57 9535 42.42 -- -- -- -- 

S-P-F 4260 18.95 7185 31.96 8300 36.92 -- -- -- -- 

DF-L 3520 15.66 6235 27.74 7085 31.52 -- -- -- -- 

S-P-F 3055 13.59 5280 23.49 6525 29.03 -- -- -- -- 

DF-L 3540 15.75 6270 27.89 7130 31.72 -- -- -- -- 

S-P-F 3075 13.68 5305 23.60 6560 29.18 -- -- -- -- 

DF-L 3530 15.70 6240 27.76 7100 31.58 -- -- -- -- 

S-P-F 3060 13.61 5285 23.51 6530 29.05 -- -- -- -- 

Plated Truss 







• WS Wood Screws are included with hangers where specified. 

• GTWS2T shall be installed to a minimum 2x4 vertical member of a 

girder truss with no restriction on the size of the bottom chord. 





16˝ 

5˝ 

W 

GTWS3T 

Typical GTWS 

installation 

Dimensions (in) Fastener Schedule 


Supporting Supported DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 


Steel 

Truss Truss Vertical Uplift 1 Vertical Uplift Vertical Uplift 1 Vertical Uplift 1 

Stock No. Ref. No. Gauge W H D Qty Type 2,3 Qty Type 2,3 100% 115% 100% 115% 100% 115% 100% 115% 

GTWS2T -- -- 10 3-1/4 16 4 22 WS3 16 WS3 20425 17515 90.86 77.91 14500 12435 64.50 55.32 

GTWS3T -- -- 10 4-7/8 16 5 28 WS3 24 WS3 20425 23530 90.86 104.67 14500 16705 64.50 74.31 

GTWS4T -- -- 10 6-1/2 16 5 28 WS3 24 WS3 20425 23530 90.86 104.67 14500 16705 64.50 74.31 


 

 

16˝ 

4˝ 

W 

GTWS2T 



Girder Truss Hangers – GTQ & GTQM series 

The GTQ & GTQM hangers connect to multi-ply girder truss with USP’s WS Wood Screws 

offering high load capacities. Design features minimum and maximum fastening 

installation options to accommodate various sizes of vertical web. GTQM’s are designed for 

LVL sizes, for example GTQM218. 

Plated Truss 


Stock No. 

GTQ218 

GTQM218 7 

GTQ318 

GTQM318 7 

GTQ420 

Materials: 

Finish: 

Supporting Truss 5 




Min. 

Vert. 

Supported Member 8 

DF-L 

S-P-F 

Install Web 

Min. # 

No. of 

Vertical Uplift 1 Vertical Uplift 1 

Ref. No. W H D Type Size Qty Type 2,3,4 of Plies Qty 6 Type 2,3 Plies Unit 100% 115% 100% 115% 

USP WS 

Lbs 11735 7854 10059 6732 

18 

2 20 WS3 

 

 

kN 52.20 34.94 44.74 29.95 

3-1/4 18 4-1/2 

2 

 


Lbs 19553 7854 16760 6732 

30 

2 20 WS3 

 

kN 86.98 34.94 74.56 29.95 


Lbs 11735 7373 10059 7373 

18 

2 20 WS3 

 

kN 52.20 32.80 44.74 32.80 

-- -- 3-5/8 18 4-1/2 

2 

30 


Lbs 19553 7373 16760 7373 

2 20 WS3 

 

kN 86.98 32.80 74.56 32.80 


Lbs 16334 7854 14001 6732 

25 

2 20 WS45 

 

 

kN 72.66 34.94 62.28 29.95 

4-7/8 18 5 

3 

 


Lbs 20823 7854 17848 6732 

33 

2 20 WS45 

 

kN 92.63 34.94 79.40 29.95 


Lbs 16334 7373 14001 7373 

25 

2 20 WS45 

 

kN 72.66 32.80 62.28 32.80 

-- -- 5-1/2 18 5 3 

33 


Lbs 20823 7373 17848 7373 

2 20 WS45 

 

kN 92.63 32.80 79.40 32.80 


Lbs 20542 7854 17607 6732 

41 

3 20 WS6 

 

kN 91.38 34.94 78.32 29.95 

5-3/4 

4 

47 


Lbs 23974 7854 20549 6732 

3 20 WS6 

 

kN 106.65 34.94 91.41 29.95 

-- -- 7-1/4 20 5-3/4 

GTQM420 7 6-1/2 20 

7 gauge 

G90 galvanizing 


• Use all WS wood screws as specified. 

• Install hanger centered on vertical web. 

• GTQ’s are designed to be installed on various sizes of vertical web. Maintain a minimum 

5/8” fastener edge distance where truss connector plates are not present. 

• Install WS wood screws in all fastener holes including diamond holes for maximum values. 

Typical GTQ318 

installation 

(GTQM318 similar) 

6 ¼" 

41 

47 

18" 

5" 

W 

GTQ318 



 


 


installation 


Lbs 20542 7373 17607 7373 

kN 91.38 32.80 78.32 32.80 

Lbs 23974 7373 20549 7373 

kN 106.65 32.80 91.41 32.80 


 

 

 

 

 

 

 

 

 

red font. 

3 

3 

20 WS6 

20 WS6 

4 

5 15/16" 

NEW 

20" 

5 ¾" 

W 

GTQ420 



installation 


6 ¼" 

H 

D 

W 

GTQ218 



176 


Scissor Truss Clips – STC series 


The STC provides uplift resistance by securing trusses to top plates. 

Slotted nail holes allow for horizontal movement as scissor trusses 

deflect. 





Fastener Schedule 2,3 Dimensions (in) 



Steel 

Truss 

Plate DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

Stock No. Ref. No. Gauge Description W1 W2 Qty Type Qty Type F1 Uplift F1 Uplift F1 Uplift F1 Uplift 

STC24 TC24 12 2 x 4 top plate 3-9/16 1-5/8 5 10d x 1-1/2 6 10d x 1-1/2 550 1525 2.45 6.78 390 1085 1.73 4.83 





3) NAILS: 

FLOOR TRUSS CLIPS – FTC SERIES 

The FTC slides easily onto the top or bottom chord and provides a guide to 

help position and support the second truss during assembly. 

Materials: 

Finish: 

Codes: 

18 gauge 


Factored resistances are derived from data submitted 

to various North American building code evaluators 

and are in accordance with CSA O86-09. 



• The truss designer must determine the number of clips required 

and the spacing between clips based on loading conditions. 

Concentrated Load condition (side-loaded onto a 2-ply truss): 

• The FTC clips shall be installed in pairs, or multiples of two, on 

either side of, and within 12" of a concentrated load. 

4 3 /8˝ 

• Divide half of the concentrated load by the clip capacity to 

determine the number of clips required. 

Example: 

Concentrated load = 3000 lbs. FTC1 capacity (DF-L) = 1245 lbs 

1 

⁄2 (3000 lbs) 

= 1.2 = 2 clips 

1245 lbs 

Install two FTC1 clips, one on each side of, and within 12" of the 

concentrated load. 

Uniform Load condition (side-loaded onto a 2-ply truss): 

• To transfer uniform loads to the second ply, the FTC clips shall be 

installed at a regular interval along the loaded chord. Spacing 

between clips is limited to 24" maximum. 

• Divide the clip capacity by half of the required load per lineal foot 

(PLF) to determine the spacing between clips. 

Example: 

Uniformly distributed load = 500 PLF. FTC1 capacity (DF-L) = 1245 lbs 

1245 lbs 

1 

= 4.98' spacing 

⁄2 (500 PLF) 

Space clips at 24" (MAX) along the loaded chord. 

4 3 /8˝ 

W 1 

H 

2˝ 1 1 /8˝ 

FTC 

6 1 /16˝ 

W 2 

3 1 /16˝ 

2 1 /16˝ 

F 1 

Typical STC 

installation 


• Use all specified fasteners. 


• When installing, do not fully set 

nails. 

• Locate nails into the center of 

slots to allow for horizontal 

movement. 

Step 1 Step 2 

Typical FTC2F retrofit installation 

Dimensions (in) Fastener Schedule 2,4 Factored Maximum Transfer Resistance 1,3 

Truss USP 

Steel 


7 5/8˝ 

Size Stock No. Ref. No. Gauge W1 W2 H Qty Type 100% 100% 100% 100% 

4 

3 x 2 FTC32 -- -- 18 2-1/2 2-1/16 1-1/2 10 10d x 1-1/2 980 4.36 850 3.78 

3/8˝ 

FTC1 -- -- 18 3-1/2 3-1/16 1-1/2 10 10d x 1-1/2 1245 5.54 1080 4.80 

4 x 2 

2 1/16˝ 

FTC1F -- -- 18 3-1/16 -- -- 4-3/8 10 10d x 1-1/2 1245 5.54 1080 4.80 

FTC2 -- -- 18 3-1/2 3-1/16 3 10 10d 1245 5.54 1080 4.80 

(2) 4 x 2 

FTC2F -- -- 18 3-1/16 -- -- 4-3/8 10 10d 1245 5.54 1080 4.80 

3 1/16˝ 

1) Factored transfer resistances are for 100% floor load, and shall not be increased for short term load duration. 


FTC2F 

3) Truss designer shall determine the number of clips for concentrated loads and the spacing for uniform loads. 

4) NAILS: 




W 2 

W 1 

1 1/4˝ slots 

STC 

FTC1F 

Typical FTC 

installation 

Typical FTC 

2 ply metal web 

truss installation 

Plated Truss

Supplementary Bearing Plates – SBP series 

Plated Truss 

Use the SBP instead of extra truss plies or nail-on scabs to 

distribute concentrated truss reactions and avoid top plate crushing. 

The two-piece design accommodates any number of girder plies. A 

wraparound design gives superior uplift resistance, and reinforcement 

ribs effectively distribute bearing loads. Works with both single and 

double 2x4 or 2x6 top plates. 



Codes: Factored resistances are derived from data submitted 

to various North American building code evaluators 

and are in accordance with CSA O86-09. 



• The SBP shall be installed in pairs. 

Factored Resistance (Lbs) Factored Resistance (kN) 

No. of 

Wood F c SBP's Alone SBP + Truss Bearing SBP's Alone SBP + Truss Bearing 

Truss 

Species (psi) Plies 100% 100% EBL 100% 100% EBL 

SBP4 on 2x4 / 2x6 Top Plate and Alternate Installation 

1 5035 9300 7.63 22.40 41.37 193.88 

DF-L 1015 

2 5035 13565 5.57 22.40 60.33 141.39 

3 5035 17825 4.88 22.40 79.30 123.89 

4 5035 22090 4.53 22.40 98.27 115.14 

1 3575 6805 7.38 15.90 30.26 187.34 

S-P-F 769 

2 3575 10030 5.44 15.90 44.63 138.12 

3 3575 13260 4.79 15.90 58.99 121.71 

4 3575 16490 4.47 15.90 73.35 113.51 

1 3930 6730 8.41 17.48 29.95 213.59 

Hem Fir 667 

2 3930 9535 5.95 17.48 42.41 151.24 

3 3930 12335 5.14 17.48 54.88 130.46 

4 3930 15140 4.73 17.48 67.34 120.07 

SBP6 on 2x6 / 2x8 Top Plate and Alternate Installation 

1 7315 14015 11.50 32.54 62.35 292.21 

DF-L 1015 

2 7315 20715 8.50 32.54 92.15 215.96 

3 7315 27415 7.50 32.54 121.96 190.54 

4 7315 34115 7.00 32.54 151.77 177.83 

1 5195 10270 11.13 23.11 45.68 282.75 

S-P-F 769 

2 5195 15340 8.31 23.11 68.24 211.23 

3 5195 20415 7.38 23.11 90.81 187.38 

4 5195 25490 6.91 23.11 113.38 175.46 

1 5705 10110 12.63 25.38 44.97 320.70 

Hem Fir 667 

2 5705 14510 9.06 25.38 64.55 230.20 

3 5705 18915 7.88 25.38 84.14 200.03 

4 5705 23320 7.28 25.38 103.73 184.95 

1) Factored resistance is for a pair of SBP devices. 

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. 

Dimensions 

(in) 


Plate 

Truss 

DF-L (Lbs) 


Truss/Joist 

Top 5 Sides 

Stock No. Ref. No. W H Thickness Qty Type Qty Type Qty Type Application F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift 

20 10dx1-1/2 

10d 8 10d 2880 2435 1730 

20 10d 

20 10dx1-1/2 One Tab Up 

3-1/2 

10d 8 10d 

2880 2230 

20 10d (2x6 Top Plate) 


10d 8 10d 

1880 1315 1435 8.36 5.85 6.38 1120 1125 805 4.98 5.00 3.58 

20 10d (Alternate) 

28 10dx1-1/2 

10d 8 10d 

2880 2435 1730 

28 10d 


 

10d 8 10d 

2880 2230 

28 10d (2x8 Top Plate) 


10d 8 10d 

1880 1315 1435 8.36 5.85 6.38 1120 1125 805 4.98 5.00 3.58 

28 10d (Alternate) 

W 

SBP 


DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

 

 

 

 

 

NAILS: 

red font. 

H 

W 

L 

H 

D 

SBP one tab up 

D 

L 

F 1 

F 2 

Typical SBP 

standard installation 

Typical SBP6 

one tab up on a 2x8 top 


(SBP4 similar) 

Typical SBP one tab up 

alternate installation 


178 


Roof Truss Ties – TR series 

Slotted design allows truss to deflect without imposing load on wall below. 


Fastener Schedule 6,7 S-P-F 


Truss Plate DF-L 


Steel 

Without Gap 2 3 4 Without Gap 2 3 4 

Stock No. Ref. No. Gauge Description Qty Type Qty Type Unit F1 5 F2 F1 5 F2 F1 5 F2 F1 5 F2 F1 5 F2 F1 5 F2 

TR1 

 

Lbs 105 60 45 45 -- -- -- -- 90 50 35 35 -- -- -- -- 

18 single slot 1 8d 2 8d 

 

kN 0.47 0.27 0.20 0.20 -- -- -- -- 0.40 0.22 0.16 0.16 -- -- -- -- 

TR1T 

TR2 

 

DTC 

16 

18 

single slot 

double slot 

1 

2 

8d 

8d 

2 

4 

8d 

8d 

Lbs 

Lbs 

375 

155 

-- -- 

260 

205 

105 

-- -- 

170 

125 

-- -- 

-- -- 

-- -- 

320 

130 

-- -- 

220 

175 

90 

-- -- 

140 

110 

-- -- 

-- -- 

-- -- 

kN 

kN 

1.67 

0.69 

-- -- 

1.16 

0.91 

0.47 

-- -- 

0.76 

0.56 

-- -- 

-- -- 

-- -- 

1.42 

0.58 

-- -- 

0.98 

0.78 

0.40 

-- -- 

0.62 

0.49 

-- -- 

-- -- 

-- -- 

1) Factored resistances have been increased for short-term loading; 5) To achieve F1 loads in both directions, clips must be installed on 

no further increase is allowed. both sides of the trussand staggered to avoid nail interference. 

2) Truss must be bearing on top plate to achieve the factored resistances 6) Minimum nail embedment shall be 8 nail diameters (typ). 

under "Without Gap". 7) NAILS: 


 

 

 


Stock No. 

HTC4 

Materials: 

Finish: 

See chart 




• Do not fully set nails. 

• Locate nails into the centre of slots. 

Heavy Truss Deflection Clip – HTC4 

Slotted design allows truss to deflect without imposing load on wall below. 

Materials: 

Finish: 

Codes: 

16 gauge 


Load values are derived from data submitted to various 




• Do not fully set nails. 


Plate Truss/Rafter 

Without Gap 3 


3 

Without Gap 3 3 

Top Side 

F1 F2 F1 F2 F1 F2 F1 F2 

Steel 

Ref. No. Gauge Qty Qty Type Qty Type Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN 

HTC4, 

16 2 4 10d x 1-1/2 3 10d x 1-1/2 265 1.18 545 2.42 55 0.24 305 1.36 230 1.02 470 2.09 45 0.20 260 1.16 

S/HTC4 


2) Truss/Rafter must be bearing on top plate to achieve the allowable loads under "Without Gap". 

3) When installed with maximum 1-1/4" space between truss/rafter and top plate, use loads under "With 1-1/4" Gap". 


5) NAILS 

Blocking Supports – ZC series 

DF-L 

D 

S-F-P 

3 1 /2˝ 

TR2 

2 1/2˝ 2 11/16˝ F2 

1 7/8˝ 

F1 

Typical TR2 installation 

HTC4 

3 1 /4˝ 

1 15 /16˝ 

TR1 

1˝ 

1 1/4˝ 2 3/4˝ 

2˝ 

F2 

NEW 

SIZE 

1 1 /4˝ 

TR1T 

F1 

Typical HTC4 

installation 

4 1 /4˝ 

1 3/4˝ 

Plated Truss 

ZC clips secure blocking between joists or trusses which 

provides support for drywall or sheathing. 

Materials: 

Finish: 

See chart 




1) Factored resistance shall not be increased for other load duration factors. 


3) NAILS: 

red font. 


ZC4 

179 


H 

W 

ZC2 




Header Blocking DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 


Steel 

Vertical Vertical Vertical Vertical 

Stock No. Ref. No. Gauge W H D Qty Type Qty Type 100% 100% 100% 100% 

ZC2 Z2 20 2-1/4 1-9/16 1-1/2 2 10d x 1-1/2 2 10d x 1-1/2 670 2.98 475 2.11 

ZC4 Z4 12 1-1/2 3-9/16 1-3/8 2 10d x 1-1/2 1 10d x 1-1/2 460 2.05 385 1.71 

ZC24 Z28 28 2-1/2 1-9/16 1-3/8 10d x 1-1/2 10d x 1-1/2 -- -- -- -- -- -- -- -- 

ZC34 Z38 28 2-1/2 2-9/16 1-5/16 10d x 1-1/2 10d x 1-1/2 -- -- -- -- -- -- -- -- 

Typical ZC installation

Truss Brace & Spacer (Stabilizer TM ) 

The Stabilizer Truss Brace & Spacer provides temporary construction bracing in 

the roof and ceiling planes, as well as permanent lateral bracing for webs as 

specified by your truss engineering. 

The Stabilizer is easily installed by embedding the patented MII 20 teeth on the 

top flange straight into the edge of the truss member to be braced with a framing 

hammer. The side tabs are then secured by driving the teeth into the face of the 

truss member being braced. 

24 o.c. 

Odd 

Spacing 

Plated Truss 






• Use 31-16 for standard 16˝ o.c. spacing and 31-24 for standard 24˝ o.c. spacing. 

For odd spacing, cut and insert a solid block between the trusses. 

• Typically, The Stabilizer is installed at 6´– 8´ centres along the roof plane and 

10´– 15´ along the ceiling plane. (Refer to engineering specifications BCSI 1-03, 

published by The Truss Plate Institute for specific bracing requirements.) 

• The Stabilizer must be supplemented with diagonal bracing in the roof and ceiling 

planes 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 the member being braced. 

Important: The erection contractor is responsible for determining and 

installing the temporary bracing for the structure, including the trusses. It is 

most important for the installer to provide adequate means for bracing the first 

truss installed. The performance of the entire bracing system depends on the 

adequacy of the ground bracing or other means of bracing the first group of 

trusses installed. The building designer is responsible for the permanent 

bracing design of the overall structure including the truss. This includes the 

design of required supplemental diagonal and cross bracing. 

Temporary Construction 

Bracing Installation 

1 3 /8˝ 

Flap 

25 1 /4˝ 

31-24 Stabilizer 

22 1 /2˝ 


Hammer here 

Side view 

1˝ 

7/8˝ 

73.19º 

Hammer here 

Chord 

attachment detail 

Web bracing 

installation 

Top view 

1 1 /2˝ 

1 3 /8˝ 

Standard Mil 20 punch 


Stock No. 

O.C. 

Factored Axial Loads (Lbs.) 

Steel Spacing 

Tension 

Ref. No. Gauge (in) Tension with Fastener Compression 

1) 1 pound = 4.448N 

31-16 TSBR2-16 20 16 

31-24 TSBR2-24 20 24 

152 222 608 

2) Fastener shall be (1) 8d or 10d common wire nail inserted through nail slot. 


End view 

1 3 /8˝ 

Tab 

1 3 /8˝ 

7/8˝ 

1˝ 

1/4˝ 

1 1 /2˝ 

180 


Truss Spacers – TS & TSX series 

Truss spacers give framers fast and accurate spacing for 

trusses, rafters, or floor joists. The TS and TSX eliminate the 

need to mark layouts on bearing plates, improve installation 

speed, and help eliminate spacing errors. These spacers are 

light weight and compact. 



NEW 

SIZE 

Typical TSX installation 



• Use (1) 8d nail per end to fasten units to trusses, rafters, or 

floor joists. 

Important: These units provide spacing guides 

only. Do not rely on the TS or TSX for bracing. 


Steel O. C. Overall Sections 

Joist Width Stock No. 1 Ref. No. Gauge Spacing (in) Length Per Piece 

1-1/2 TS -- -- 20 24 1 

1-1/2 TSX16 TSF2-16 22 16 8' 6 

1-1/2 TSX24 TSF2-24 22 24 10' 5 

1) TSX spacers are shipped folded. 


TSX multi-unit spacer 

TS single-unit spacer 

Plated Truss 

Drag Strut Connector – LDSC & DSC series 

Transfers lateral loads from girder truss into bearing walls. 





evaluators. 

10 1 /2˝ 




• WS3 Wood Screw, 1 /4˝ dia. x 3˝ long, 

are supplied with DSC4 connector. 

2 1 /8˝ 

2˝ 

LDSC4L 

left shown 

7˝ 

Typical DSC4R 

installation 



Truss Top Plate 

DF-L 

S-P-F 


Steel 

Compression Tension Compression Tension 

Stock No. Ref. No. Gauge Qty Type Qty Type Lbs kN Lbs kN Lbs kN Lbs kN 

LDSC4L/R -- -- 14 9 10d x 1-1/2 9 10d x 1-1/2 1700 7.56 1700 7.56 1475 6.56 1475 6.56 

DSC4L/R DSC5R/L-SDS3 3 16 WS3 16 WS3 6165 27.42 6140 27.31 5305 23.60 5280 23.49 



 


4) NAILS 

3˝ 

21˝ 3 1 /4˝ 

DSC4R 

right shown 



Alternate Installations 

Backer block 

installation 

Wood blocking used to achieve full design 

load value of a face mount hanger attached to 

a carrying member. 

(Blocking to be designed by truss 

designer or engineer of record) 

Panel point 

installation 

Connection with face mount hanger 

attaching to a truss panel point. 

(Hanger nails that do not penetrate wood 

in panel point provide no 

load resistance) 

Reduce load according to the code. 

Plated Truss 

Wood blocking 

JUS26 pg. 91 

THDH28-2 

pg. 166-167 


• Wood blocking should be of similar 

size/grade as the truss member to which it is 

attached. The blocking should be designed to 

act as one unit with truss members. 

• Truss designer shall approve blocking 

size/grade, fasteners required, and 

application. 

• All fasteners used to attach wood 

blocking should be independent of the 

fasteners in the truss hanger. 

THDH26-2 

pg. 166-167 

Filler block 

installation 

Wood filler blocking used for 

supported member width less 

than hanger width. 

(Blocking and blocking 

fasteners/quantity to be 

designed by truss designer or 

engineer of record) 

GT4T6BH 

pg. 174 

Filler Blocking 

Filler Blocking 

182 


Bridging – N & O Series 

O – The O series spans three joists in under/over installation. Prong teeth in the 

centre help reduce nailing. 

N – The N series spans two joists per unit. Can be used for bridging or bracing I-Joists. 

See chart. 







• Use specified fasteners in models with fastener requirements. 

• Install prior to subfloor sheathing. Use (2) 8d x 11⁄2˝ nails at each end. Fully seat nails 

to avoid any movement against the bridging and subsequent floor noise. 

Dimensions (in) Fastener Schedule 3,4 Joist 


Steel 

Spacing 

Stock No. Ref. No. Gauge W L Qty Type O.C. (in) 1,2 

N16 LTB20, TB20 22 3/4 19-3/4 4 8d x 1-1/2 16 

N27 TB27 20 3/4 26-13/16 4 8d x 1-1/2 -- -- 

N30 TB30 20 3/4 29-13/16 4 8d x 1-1/2 -- -- 

N36 TB36 20 3/4 35-13/16 4 8d x 1-1/2 -- -- 

N42 TB42 20 3/4 42 4 8d x 1-1/2 -- -- 

N48 TB48 20 3/4 48 4 8d x 1-1/2 -- -- 

N54 TB54 20 3/4 54 4 8d x 1-1/2 -- -- 

N56 TB56 20 1 56 4 8d x 1-1/2 -- -- 

N60 TB60 20 1 60 4 8d x 1-1/2 -- -- 

O16 -- -- 18 1 44 4 8d x 1-1/2 16 

O40 LTB40 22 3/4 39-3/4 4 8d x 1-1/2 16 

1) For joist spacing, refer to the Joist Installation chart. 

 

wider joist applications. 

 

3) NAILS 

W 

Typical O 

installation 

O 

L 

Joist Installations 

Sized for Joist-to-Joist X Bridging 

I-Beam 

Joist Spacing 1 

Height 

7-1/4 -- -- 

N16/O16 

/O40 

-- -- -- -- -- -- -- -- -- -- -- -- -- -- 

9-1/4 N16 

N16/O16 

/O40 

N27 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/N56 

11-1/4 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/N56 

14 N16 N27 N27/N30 N30 N36/N42 N36/N42 N42 N48 N54/N56 

16 N27 N27 N27/N30 N30 N36/N42 N42 N42/N48 N48/N54 N54/N56 

18 N27 N27/N30 N30 N36 N36/N42 N42 N42/N48 N48/N54 N54/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/N60 

24 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 N60 

30 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 

W 

Typical N 

installation 

N 

L 

Miscellaneous 

All models require (2) 8d x 1-1/2 nails at each end. 

 



Bridging – MB16 & MBG series 

MBG – Grip tooth bridging. Features special teeth which grip joists 

and provide easy single-nail installation. Can be installed after 

subfloor is in place. 

MB16 – Snap-on, no-nail bridging can be placed in existing floor 

systems where joist movement is suspected. Two-piece 

construction creates a solid diagonal brace against joist movement. 






• Use specified fasteners in models with fastener requirements. 

• MBG – May be installed before or after sheathing. Position the 

unbent end of the bridging unit near the top of the joist and drive 

prongs into wood with a hammer blow to the heel of the bent end. 

Wedge bent end near the lower edge of the opposite joist, set teeth 

into wood with hammer blow. Nail holes are provided at the bent 

end if prongs are damaged during installation. 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 to break into two pieces. Slide narrower piece 

inside wider piece, setting the end tab into slot appropriate for joist 

spacing. Setting one prong end near the top of one joist and the 

opposite prong end near the bottom of the opposite joist, pull down 

on the center of the bridging until the wider piece snaps into place 

over the narrow piece and creates a rigid, one-piece bridging unit. 

Wear gloves during installation. 

W 

MBG 

L 

Step 1 

Step 2 

Typical MBG 

installation 


MB16 

Typical MB16 

installation 

Miscellaneous 

Joist 

Spacing USP 

Steel 


Joist Size O.C. (in) 1 Stock No. Ref. No. Gauge 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 

 

 

3) NAILS 

184 


Deck Clip – DC50 

Connects deck boards to joists without face nails or screws. Eliminates rust stains on decks, as 

well as splintering or wood rot caused by screw or nail “craters”. The DC50-TZ works like tonguein-groove 

flooring and is easy to install. Raised dimples on the clip provide consistent spacing 

between deck boards. 






• Fits 11/8˝ or thicker decking. 

• Fasten the first deck board onto the joists by toenailing up through the joist below into the deck 

board. Be sure no sharp points protrude above the deck surface. For subsequent deck board 

rows, nail DC50-TZs onto the deck board edge, positioned 2˝ from each joist. Slide the deck 

board along the joist until the DC50-TZ “lip” is under the previously laid deck board. Toenail the 

deck board’s exposed edge to the joist. Repeat until decking is completed. The last deck board 

will require toenailing up from below to secure the outside edge. 

Joist 

1). Use 10d x 3˝ HDG nails 

to toenail both edges of first 

board. 

DeckBoard 

2). Use 8d x 1-1/2˝ HDG 

nails to attach DC50 Clip to 

edge of deck board. Space 

2˝ from each joist. 

Typical 

DC50-TZ 

installation 

DC50-TZ 

Joist 

3). Slide deck board with 

attached DC50 Clip under 

previously-installed deck 

board. 

Joist 

4) Use 10d x 3˝ HDG nails 

to toenail front edge of 

board at each joist. Repeat 

Steps 2-4 until deck is 

complete. 


Steel 


Stock No. Ref. No. Gauge Qty Type 

DC50-TZ DBT1Z 20 1 8d x 1-1/2 HDG 

 

 

3) NAILS 

Miscellaneous 



Protection Plates – ICPL series, KNS1, & PL4 

Easy-to-install plates protect plumbing and power/communication wiring 

from nail or screw penetration. 

ICPL58 – Installs with nails. 

KNS1 & PL4 – Prongs allow for quick installation. 


Finish: ICPL516-TZ – G-185 galvanizing; 

All others – Galvanized 

Options: ICPL58 is available in Triple Zinc. To order, add TZ to 

stock number, as in ICPL58-TZ. 



Typical 

KNS1 & PL4 

installation 

H 

H 

Typical ICPL58 

installation 

W 

H 

ICPL58 


W 

W 

KNS1 

PL4 

Typical ICPL516-TZ 

installation 

W 

H 

Miscellaneous 


Steel 


Stock No. Ref. No. Thickness W H Qty Type 

ICPL58 S/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 


2) NAILS: 


Stock No. 

ICPL516-TZ 


Fastener Schedule 2,3 Factored Uplift Resistance 1 

Steel 


DF-L S-P-F 

Ref. No. Thickness W H Type Qty Type Lbs kN Lbs kN 

16 5 

Sill Plate 12 16d HDG + prongs 1405 6.25 1205 5.36 

Double Top Plate 16 16d HDG + prongs 1870 8.32 1600 7.12 

PSPN516Z, 

 

 



3) NAILS 

ICPL516-TZ 

186 


Wall Bracing – RWB, WB, WBC, & WBT series 

RWB – Flat bracing conveniently packaged in a handy roll out dispenser. 

Perfect for unexpected job site shortages. The 35-pound dispenser pack fits 

easily into a truck bed for transport. Pre-embossed snap-off points can be 

broken off by hand (wear gloves for safety). 

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, and 

eliminates sharp, sheared edges. 








• 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” or 

opposing “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 wall 

section, not exceeding 25 feet, in an opposing “V” pattern. Use a length of the 

bracing as a straight web to mark studs. Cut a saw kerf 5⁄8˝ deep (1˝ deep for 

WBC). Insert the bracing 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. 



Steel 

Pieces Wall Install 

Each Plate Each Stud 

Stock No. 1 Ref. No. Gauge W L Per Roll Height Angle Qty Type Qty Type 

RWB96 WB106C 16 1-1/4 15 8' 60° 4 8d 1 8d 

RWB114 WB126C 16 1-1/4 12 8' 45° 4 8d 1 8d 

RWB143 WB143C 16 1-1/4 10 10' 45° 4 8d 1 8d 

WBC10 RCWB10 18 15/16 -- -- 8' 60° 2 16d 1 8d 

WBC12 RCWB12 18 15/16 -- -- 8' 45° 2 16d 1 8d 

WBT10 TWB10 22 1-3/8 -- -- 8' 60° 4 8d 1 8d 

WBT12 TWB12 22 1-3/8 -- -- 8' 45° 4 8d 1 8d 

WBT14 

RCWB14, 

TWB14 

22 1-3/8 -- -- 10' 45° 4 8d 1 8d 

WB106 WB106 16 1-1/4 -- -- 8' 60° 3 16d 1 8d 

WB126 WB126 16 1-1/4 -- -- 8' 45° 3 16d 1 8d 

1) These products substitute for code prescribed 1 x 4 let-in bracing. 


3) NAILS 

W 1 

Typical RWB, WB 

installation 

RWB pre-embossed 

snap-off points 

W 1 

L 

WB 

W 2 

Typical WBC / WBT 

installation 

Miscellaneous 

L 

W1 

L 

WBC 

WBT 

9/16˝ 



Fence Post Connectors – SFP & SMP series 

Take the work out of fence post installation and repair with the 

Speedpost, SFP30, and Speedmender, SMP. The Speedpost is used to 

install 4 x 4 fence posts without digging post holes or pouring concrete. 

The Speedmender plates act as reinforcement brackets for rotted or 

damaged fence posts. 

SFP30 – For 6´ nominally sized 4 x 4 fence posts. 

SMP – Available for nominally sized 4 x 4 posts. 

Miscellaneous 


Finish: Paint 


• Step-by-step installation instructions are labeled onto each product. 

SFP : 

1. Using a wood block, hammer theSpeedpost® into the ground with 

moderate but firm blows. 

2. As the Speedpost® is driven in, use a level to check positioning. 

3. When the underside of the post box reaches the ground, insert the 

post in the socket and secure using enclosed (3) Hot-dip galvanized 

screws. 

SMP : 

1. Remove fencing materials which interfere with SpeedMender 

installation. 

• Concrete Installation: Remove dirt to expose existing concrete, 

allowing SpeedMender to be driven into the concrete (concrete 

should be intact or the broken pieces removed) alongside the post 

where it emerges from the concrete. 

• Ground Installation: Dig into dirt 6˝-8˝ around post. This will provide 

a cavity for concrete to be added after SpeedMender is installed. 

2. Place tip of SpeedMender against post where it enters the ground. 

Hold the top of the SpeedMender at a slight angle to the post to 

begin driving. 

3. Use a sledge hammer to strike the wedge on the SpeedMender , 

positioning it along the face of the post. Once started, force top of 

SpeedMender against the post and continue driving until the wedge 

enters between ground or concrete and post. 

4. Nail SpeedMender to the post using 10d galvanized nails. Optional: 

1/2˝ diameter bolt may be used to bolt SpeedMender for additional 

support. 

5. Install SpeedMender on opposite side following above directions. 

• Concrete Installation: If conditions permit, extra support is possible 

by pouring additional concrete into the hole around post and 

SpeedMender. 

• Ground Installation: Pour concrete into hole around post and 

SpeedMender. Allow concrete to set before reattaching previously 

removed fencing material. 

30˝ 

Typical SFP30 

installation 

28 1 /16˝ 

4 ˝ 

SFP30 

5 5 /8˝ 


SMP 



SFP30 FPBS44 

SMP FPBM44E 

188 


Stud Shoes – STS series 


Stud shoes reinforce joists, plates, studs, or rafters which have 

been drilled or notched during construction. 





• STS units are not structurally rated and should not be used 

as a total member replacement in structural applications. 

• For use with 2˝ O.D. pipe. 


Steel 

Dimension (in) Fastener Schedule 1,2,3 

Stock No. Ref. No. Gauge Description W Qty Type 

STS1 SS1.5 16 Single Stud 1-9/16 10 10d x 1-1/2 

STS2 SS3 16 Double Stud 3-1/16 12 10d 

STS3 SS4.5 16 Triple Stud 4-9/16 14 10d 

 


3) NAILS 

Typical STS1 

installation 

2 5 /8˝ 

2 1 /2˝ 

W 

STS 

5˝ 

Bolt Down – BD series 

Anchors 4 x 4 posts to wood or concrete surface. 


Finish: Paint 




Steel Fastener Schedule 

Post Size Stock No. Ref. No. Gauge Qty Lag Bolts 

4 x 4 BD FPBB44 13 3 1/4" x 1-1/2" HDG 

Typical BD 

installation 

Miscellaneous 

4 ˝ 

5 5 /8˝ 

BD 



Fence Brackets – ERB24, FB, FC & FRB series 

ERB24 – Designed to mount prefabricated fence 

sections and works with 2x4 horizontal section 

rails. 

FB26 – Secures 2x6 rails to wood posts. 

FRB24 – Secures continuous 2x4 rails to wood 

posts. Prepunched holes allow installers to splice 

2x4 rail ends within the bracket. 




• Use all specified fasteners. 


FB14-TZ 

1 9 /16˝ 

W H 

FRB24-TZ 

H 

W 

FC24-TZ 

Typical FRB24-TZ 

installation 

Typical FC24-TZ 

installation 


2 3 /8˝ 

W 

H 

1 1 /2˝ 

FB23-TZ 

1 3 /16˝ 

ERB24-TZ 

Typical ERB24-TZ 

installation 

NEW 

Miscellaneous 

FB26-TZ 





Steel 

DF-L 

S-P-F 

Rail Size Stock No. Ref. No Gauge W H Qty Rail Qty Post Unit Download F1 Download F1 

1 x 4 FB14-TZ -- -- 20 3/4 3-1/2 3 14 ga. x 3/4 HDG 2 8d x 1-1/2 HDG -- -- -- -- -- -- -- -- -- -- 

2 x 3 FB23-TZ -- -- 20 1-9/16 2-3/8 3 8d x 1-1/2 HDG 4 8d x 1-1/2 HDG -- -- -- -- -- -- -- -- -- -- 

ERB24-TZ -- -- 18 1-1/2 3-9/16 4 8d HDG 3 8d HDG -- -- -- -- -- -- -- -- -- -- 

2 x 4 FC24-TZ 

FB24, FB24Z, 

FBR24, FBR24Z 

20 1-9/16 3 3 6d HDG 2 8d HDG -- -- -- -- -- -- -- -- -- -- 

FRB24-TZ -- -- 18 1-9/16 3-9/16 2 10d x 1-1/2 HDG 4 10d HDG -- -- -- -- -- -- -- -- -- -- 

2 x 6 FB26-TZ FB26 18 1-9/16 5 

4 10d x 1-1/2 HDG 4 10d x 1-1/2 HDG 

Lbs 550 700 390 495 

kN 2.45 3.11 1.73 2.20 

4 LL915 4 LL915 

Lbs 780 715 550 505 

kN 3.47 3.18 2.45 2.25 

1) Factored resistances have been increased 15% for short-term loading such as wind and earthquake; no further increase is permitted. 


3) NAILS 

 


Typical FB26-TZ 

installation 

190 


Pipe Rail Ties – PRT series 

PRT15-TZ – is for 1 ⅝ " vertical pipe posts (1⅞" outside pipe 

diameter). Can be field bent 90° for outside corner installations. 

PRT2-TZ / PRT2H-TZ – is for 2” vertical pipe posts (2⅜" outside 

pipe diameter). Can be field bent 90° for outside corner installations. 

PRTIC2-TZ – is for inside corner installations. For 2" vertical pipe 

posts (2⅜" outside pipe diameter). 






• PRT15-TZ, PRT2H-TZ and PRTIC2-TZ - ¼" Self Tapping Bolts are 

supplied with PRT models. 

• Install self tapping bolts with ⅜" socket in predrilled holes. 

• PRT2-TZ fastens with (1) ¼" carriage bolt and nut (included) for 

tightening PRT2-TZ to pipe and (4) ¼" lag bolts for attaching 

tie to rail. 

• Install 3 to 4 PRT's per pipe. 

• PRT15-TZ, PRT2-TZ and PRT2H-TZ may be bent once to fit 

corner and angled conditions. 

NEW 

Typical PRT2H-TZ 

installation 

PRT15-TZ & PRT2-TZ similar 

1 9/16" 

4 11/16" 

PRT2-TZ 

2" 

2 3/8" 

6 3/8" 

2 ½" 

1½" 

2 3/8" 

Typical PRTIC2-TZ 

installation 

PRT2H-TZ 

4 3/16" 

2 3/8" 

PRTIC2-TZ 

2 ½" 

6 7/16" 

Field bent 

application 

2 9/16" 1½" 

1 7/8" 

PRT15-TZ 

Miscellaneous 



Steel 

Pipe 

Rail 

Stock No. Ref. No. Gauge Qty Type Qty Type 

PRT15-TZ PGT1.5Z-R 12 1 4 

PRT2-TZ PGT2E 16 1 4 

PRT2H-TZ 

PGT2Z-R, 

PGT2A 

12 1 4 

PRTIC2-TZ 12 2 4 

 

 

 

 

red font. 



191

Deck Tie Back – DTB 

Deck Tie Back reinforces the connection of rail posts to a 

deck. Also provides lateral strength of deck-to-ledger 

attachment by securing deck to house framing. 

Materials: 14 gau ge 


Options: DTB is available in Stainless Steel. To order, 

add SS to stock number, as in DTB-SS. 





• Use all specified fasteners.See Product Notes, page 10. 

• Install with USP’s THR 1/2" threaded rod or equivalent. 

• Position DTB-TZ on deck joist in a location where the 1/2" 

threaded rod or bolt may be threaded through the bolt hole. 

• Drive WS15-GC wood screws into joist. 

• Re-install threaded rod or anchor bolt. Secure with washer 

and nut. 

• Tighten anchor bolt nuts finger tight snug to base plus 1⁄3 

to 1⁄2 additional turns with wrench. To prevent 

loosening of the anchor nut during critical loading, use a 

locking nut or tighten a second nut over the first to lock nuts 

in place. 

DTB-TZ 

Typical DTB-TZ 

installation 


½" THR 

Threaded Rod 

pg. 29 

Typical DTB-TZ 

Deck to ledger 

installation 

Miscellaneous 


Stock No. 



Rod / Bolt 

CL 


Steel Anchor 

Wood 

Ref. No. Gauge Dia. (in) (in) Qty Screws 100% 115% 1 100% 115% 1 100% 115% 1 100% 115% 1 

DTB-TZ 

DTT2Z, 

DTT2Z-SDS2.5, 14 1/2 1-1/8 8 WS15-GC 2640 2640 11.74 11.74 2220 2220 9.88 9.88 

FSC 




3) WS15-GC Wood Screws are 1/4" dia. x 1-1/2" long and are included with DTB-TZ Deck Tie-Backs. 

192 


Deck Ties – SDJT14 & SDPT series 

SDPT – Connects 2 x 4 stair posts and 4 x 4 posts to deck rim joist or 

stair stringers. 

SDJT14 – Secures 2x joists to posts. 






• SDPT5-TZ & SDPT7-TZ – Install units in pairs on 2x4 (SDPT5-TZ) 

or 4x4 (SDPT7-TZ) post. Space the connectors 5˝ apart from centre 

to centre on the post. Use through bolts to fasten connectors to rim 

joist or stringer. Do not use lag bolts. Fasten to post with specified 

nails (see chart). 

• SDJT14-TZ – Use with 2x lumber for joists (minimum height is 

2x4). Install with either specified nails or through bolts. Do not use 

lag bolts. To ease installation, attach to 4x4 post first. 

Typical SDJT14-TZ 

installation 

3 1 /8˝ 

3 1 /8˝ 

2 3 /4˝ 

Typical SDPT7-TZ 

installation 

1 1 /2˝ 

3 1 /2˝ 

3 1 /2˝ 

SDJT14-TZ 

SDPT7-TZ 

1 1 /2˝ 

1 1 /2˝ 

3 1 /2˝ 

SDPT5-TZ 



Steel 

Nails 1,3 Bolts 2 DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN) 

Post Size Stock No. Ref. No. Gauge Qty Type Qty Dia. Nails Bolts Nails Bolts Nails Bolts Nails Bolts 

2 x 4 SDPT5-TZ DPT5Z 14 5 10d x 1-1/2 HDG 2 3/8 HDG -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 

4 x 4 SDPT7-TZ DPT7Z 14 5 10d x 1-1/2 HDG 2 3/8 HDG -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 

4 x 4 SDJT14-TZ DJT14Z 14 8 16d HDG 2 3/8 HDG 1615 2015 7.18 8.96 1355 1695 6.03 7.54 



3) NAILS 


Miscellaneous 



Concealed Stringer Hanger – CSH-TZ 

The CSH-TZ concealed stringer hanger provides a method of connecting 

a stair stringer with a hidden 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. The CSH-TZ 

may be used with USP’s SCA Stair Angles for a complete, easy-to-use stair 

framing solution. 






• Use all specified fasteners. See Products Notes, page 10. 


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 shaped holes in the connector allow temporary 

installation of woodscrews to aid in installation of the CSH-TZ. 

3. Install 10d x 1 1/2˝ HDG nails into the stringer and header members. 

Typical CSH -TZ 

installation 

1 7 /16˝ 

1 1 /2˝ 

5˝ 


Adjustable 

5˝ 

CSH-TZ 

Miscellaneous 

Header 


DF-L (Lbs) 


S-P-F (Lbs) 


Steel 


Stock No. Ref. No. Gauge Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

CSH-TZ LSCZ 18 8 10d x 1-1/2 HDG 5 10d x 1-1/2 HDG 1455 545 6.47 2.42 1030 385 4.58 1.71 



3) NAILS: 

Joist 

DF-L (kN) 

S-P-F (kN) 

194 


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. 



Finish: G-185 galvanizing; 

SCA9-GC – Gold Coat 





• Use the SCA9-TZ or 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 

grade. Divide by 7. Round off to the nearest whole number. (Ex: Vertical drop 

of 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 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 stair angle to the inside of each stringer at the marked locations. Attach stringers 

to deck rim joist and railing posts. Position treadboards on angles and fasten from 

below. 

Typical SCA9-TZ 

installation 

L 

SCA9-TZ 

W 

W 

Typical SCA10-TZ 

installation 

Dimensions (in) Fastener Schedule 2 Factored Download Resistance (100%) 1 

DF-L S-P-F 


Steel 

Stock No. Ref. No. Gauge w L Qty Type Lbs kN Lbs kN 

SCA9-TZ TA9Z 12 1-3/8 9 6 1925 8.56 1365 6.07 

-- -- 12 1-3/8 9 6 1925 8.56 1365 6.07 

SCA10-TZ TA10Z 12 1-3/8 10 8 1925 8.56 1365 6.07 

1) Loads assume rise over run of 7/11. 

 

Miscellaneous 



Step Flashing – SF8 

Pre-sized, ready to install, versatile flashing unit. Ideal for roof 

applications. 





Stock No. Ref. No. Gauge W H L 

SF8 -- -- 28 3-1/2 3-1/2 8 

Typical SF installation 

L 

W 

H 

SF 


Fence Rail Hanger – FPH24-TZ 

The FPH24-TZ attaches 2 x 4 fence rails to wood posts. The 

Triple Zinc (G-185) galvanized finish offers superior corrosion 

resistance in outdoor applications and/or with treated wood. 





• Fasteners need to be Hot-Dip Galvanized for outdoor 

applications and for use with preservative treated wood. 

Typical FPH24-TZ 

installation 

Miscellaneous 

3˝ 

1 15 /16˝ 

1 9 /16˝ 

FPH24-TZ 

196 



Header 

Joist 


Joist USP 

Steel 

Bearing Uplift 1 Bearing Uplift 1 Bearing Uplift 1 Bearing Uplift 1 

Size Stock No. Ref. No. Gauge Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 

2 x 4 FPH24-TZ -- -- 18 

3 8d x 1-1/2 HDG 3 8d x 1-1/2 HDG 410 545 1.82 2.42 350 465 1.56 2.07 

3 10d x 1-1/2 HDG 3 10d x 1-1/2 HDG 485 560 2.16 2.49 420 485 1.87 2.16 



3) NAILS 


Plywood Clips – RC series 

Steel plywood clips. All models feature embossed dimples to 

provide 1/8˝ gap. 



Provides 

1/8˝ gap 



Stock No. 

Steel 

Gauge 

Plywood 

Thickness (in) 

Ref. No. 

RC38 PSCL3/8 18 3/8 

RC716 

PSCL7/16, 

PSCA7/16 

18 7/16 

RC1532 

PSCL15/32, 

PSCA15/32 

18 15/32 

RC12 PSCL1/2 18 1/2 

RC58 PSCL5/8 18 5/8 

Typical RC 

installation 

RC 

Drywall Clip – DC1 

Drywall clips or “stops” help support drywall or wood paneling 

and reduce wood blocking on top plates, end walls, and corners. 




• Use 8d nails to install DC1, 16˝ on-centre or less. 


Steel 


Stock No. Ref. No. Gauge Qty Type 

DC1 DS 20 1 8d 


2) NAILS 

Typical DC1 

installation 

Miscellaneous 

3/4˝ 

1 1 /2˝ 

1 1 /8˝ 

DC1 



Nail Plates – NP series 




• Use nails appropriate for intended use. Holes are sized for 

8d common or 8d x 11⁄2˝ nails. 

• The designer shall determine appropriate load values. 


Steel 


Number of 

Stock No. Ref. No. Gauge W L Nail Holes 

NP15 TP15 20 1-13/16 5 12 

NP35 TP35 20 3 5 22 

NP37 TP37 20 3-1/8 7 31 

NP39 TP39 20 3-1/8 9 40 

NP311 TP311 20 3-1/8 11 49 

NP45 TP45 20 4-1/8 5 30 

NP47 TP47 20 4-1/8 7 42 

NP49 TP49 20 4-1/8 9 54 

NP411 TP411 20 4-1/8 11 66 

NP57 TP57 20 5-3/4 7 59 

NP 

Typical Nail 

Plate installation 


Mending Plates – JNP & TPP series 

TPP – Prong plates with straight prongs. 

JNP – Prong plates with angled, hammer-in prongs. 




• These products are not intended for structural use. 

No load ratings are assigned. These plates are not 

intended for use in truss assembly. 

Miscellaneous 



Stock No. Ref. No. Gauge W L 

JNP24 -- -- 18 1-1/2 4 

JNP26 -- -- 18 1-1/2 6 

JNP46 -- -- 18 3-3/16 6 

JNP48 -- -- 18 3-3/16 8 

TPP14 MP14 22 13/16 3-1/2 

TPP24 MP24 22 1-11/16 3-1/2 

TPP36 MP36 22 2-3/4 5-1/4 

TPP58 -- -- 22 4-3/16 7-13/16 

JNP 

TPP 

Typical Mending Plate 

installation 

198 


Ridge Rafter – RR 

The RR Ridge Rafter supports rafter pitches up 

to 7:12 (30°). Nesting top flange for installation 

on 2x support beams. 



NEW 

Uplift 





• The rafter end at the ridge must be plumb cut 

to achieve published loads. 

• Optional diamond nail holes can be used to 

fasten RR to end of rafter before setting rafter 

into place. 



Min 

Header Rafter 

DF-L 

S-P-F 


Steel Rafter 

Download Uplift Download Uplift 

Stock No. Ref. No. Gauge Size Qty Type Qty Type Unit 100% 115% 100% 115% 

RR RR 18 2 x 6 

4 10d x 1-1/2 4 10d x 1-1/2 

Lbs 600 405 425 290 

kN 2.67 1.80 1.89 1.29 

4 LL915 4 LL915 

Lbs 705 345 500 245 

kN 3.14 1.53 2.22 1.09 



Nails: 

red font. 

1" 

Typical RR 

installation 

1 9/16" 

4" 

3 3/8" 

TT Products – TT series 

TTA12-TZ - an angle connects two 1x wood members at 

90º angles. 

NEW 

RR 

TTA2-TZ - an angle connects two 2x wood members at 

90º angles. 

F2 

TTB22-TZ - a bracket connects two intersecting 2x wood 

members at 90º angles. 

TTC24-TZ - a corner tie connects 2x wood members at 

90º to the corner of a 2x4 post. Mirror design allows for 

post to be oriented in either direction. 

TTC42-TZ - a corner tie connects 2x wood members at 

90º to the corner of a 4x4 post. 

TTF22-TZ - a bracket connects 2x wood members to 

opposite sides of a 2x4 or 4x4 post. 

TTR-TZ - a clip connects a 2x wood member to the face 

of another wood member. 

TTA12-TZ 

(TTA2-TZ Similar) 

F1 

Typical 

TTA12-TZ 

installation 

F1 

Miscellaneous 

TTU2-TZ - a U-clip connects 2x wood members crossing 

at 90º. 



TTB22-TZ 

F2 

Typical 

TTB22-TZ 

installation 




TT Products – TT series continued 

TTC24-TZ 

(TTC42-TZ Similar) 

Typical 

TTC24-TZ 

installation 

Uplift 

TTF22-TZ 

Typical 

TTF22-TZ 

installation 

Uplift 

F3 

TTR-TZ 

Typical 

TTR-TZ 

installation 

F2 

F1 


F2 

F1 

TTU2-TZ 

Typical 

TTU22-TZ 

installation 



• USP LumberLok LL915 (#9 x 1-3/8ʺ long) wood screws 

are not supplied with connectors. 

Miscellaneous 


Stock No. 

TTA12-TZ 

TTA2-TZ 

TTB22-TZ 

TTC24-TZ 

TTC42-TZ 

TTF22-TZ 

TTR-TZ 

TTU2-TZ 


Factored Resistance 2,3,4 

Post Joist (Total) 

DF-L 

S-P-F 

Steel Post Joist 

Download F1 F2 F3 Uplift Download F1 F2 F3 Uplift 

Ref. No. Gauge Size Size Qty Type Qty Type Unit 100% 100% 100% 115% 115% 100% 100% 100% 115% 115% 

Lbs -- -- 335 330 -- -- -- -- -- -- 255 235 -- -- -- -- 

RTA12 18 1x 1x 4 LL915 4 LL915 

kN -- -- 1.49 1.47 -- -- -- -- -- -- 1.13 1.05 -- -- -- -- 

Lbs -- -- 315 440 -- -- -- -- -- -- 225 315 -- -- -- -- 

RTA2Z 16 2x 2x 4 LL915 4 LL915 

kN -- -- 1.40 1.96 -- -- -- -- -- -- 1.00 1.40 -- -- -- -- 

Lbs -- -- 610 425 -- -- -- -- -- -- 435 300 -- -- -- -- 

RTB22 20 2x 2x 4 LL915 4 LL915 

kN -- -- 2.71 1.89 -- -- -- -- -- -- 1.94 1.33 -- -- -- -- 

RTC24, 

Lbs 1125 -- -- -- -- 820 -- -- 800 -- -- -- -- 580 -- -- 

18 2 x 4 2x 9 LL915 8 LL915 

RTC24Z 

kN 5.00 -- -- -- -- 3.65 -- -- 3.56 -- -- -- -- 2.58 -- -- 

RTC42, 

Lbs 1400 -- -- -- -- 860 -- -- 995 -- -- -- -- 610 -- -- 

18 4 x 4 2x 14 LL915 8 LL915 

RTC42Z 

kN 6.23 -- -- -- -- 3.83 -- -- 4.43 -- -- -- -- 2.71 -- -- 

Lbs 1075 -- -- -- -- -- -- 495 765 -- -- -- -- -- -- 350 

RTF2Z 18 2 x 4 2x 4 LL915 8 LL915 

kN 4.78 -- -- -- -- -- -- 2.20 3.40 -- -- -- -- -- -- 1.56 

Lbs -- -- 490 545 235 -- -- -- -- 350 390 170 -- -- 

RTR 20 2x 2x 2 LL915 4 LL915 

kN -- -- 2.18 2.42 1.05 -- -- -- -- 1.56 1.73 0.76 -- -- 

Lbs -- -- 565 550 -- -- -- -- -- -- 400 390 -- -- -- -- 

RTU2 18 2x 2x 2 LL915 4 LL915 

kN -- -- 2.51 2.45 -- -- -- -- -- -- 1.78 1.73 -- -- -- -- 

1) LL915 denotes a USP LumberLok Screw, #9 x 1-3/8" long. 

2) Factored resistances have been increased 15% for short duration loading. No further increase is permitted. 

3) TTF22-TZ: Factored resistances must be equally distributed on both joists. 

4) TTC24-TZ and TTC42-TZ: Factored resistances listed in this table are for each joist being carried by the post. 


200 


Wall Ties – WT series 




Options: WT22 is available in Stainless Steel. To order, 

add SS to stock number, as in WT22-SS. 

Dimensions (in) Fastener Schedule 1,2 USP 

Steel 

1 ˝ space 

between 

brick and 

sheathing 

Stock No. Ref. No. Gauge W L Qty Type 

WT17HD-75 -- -- 22 1 7 3 10d 

WT22 BTB 22 7/8 6-1/2 1 10d 


2) NAILS 


• Use nails appropriate for intended use. 

• The opposite end must be bonded in the mortar joint of brick facade. 

• Check local codes for spacing requirements. 

• Wall tie shall be bent at nail, bonding into mortar joint. 

• Meets prescriptive requirements of CSA A370-04 for corrugated strip ties. 

Typical WT 

installation 

W 

L 

Angles – ML series 

WT 

ML angles are multi-purpose angles that install easily with 

USP’s WS15 wood screws. The staggered fastener pattern 

allows for back-to-back installations. 

Materials: 12 gau ge 


NEW 

Load 

Direction 



• USP WS15 (1/4″ x 1-1/2″) are not supplied with ML 

angles. 


Stock No. 

ML24-TZ 

ML26-TZ 

Dimensions (in) Fastener Schedule 2,3 Factored Resistance 1 

Header Joist DF-L (Lbs) S-P-F (Lbs) 

Steel 

Ref. No. Gauge W H Qty Type Qty Type Unit 100% 115% 100% 115% 

ML24, 

Lbs 1100 1265 780 900 

12 2 4 3 WS15 3 WS15 

ML24Z 

kN 4.89 5.63 3.47 4.00 

ML26, 

Lbs 1890 2175 1340 1545 

12 2 6 4 WS15 4 WS15 

ML26Z 

kN 8.41 9.68 5.96 6.87 

1) Factored resistances have been increased 15% for short duration loading; no further increase allowed. 

2) USP's WS15 Wood Screws are 1/4" diameter x 1-1/2" long and are not included with angles. 

3) For exterior applications use WS15-GC screws with the Gold Coat finish 


Typical ML26-TZ 

installation 

(ML24-TZ similar) 

W 

W 

H 

Miscellaneous 

ML26-TZ 

(ML24-TZ similar) 



Closet Rods – CRZ & CRW series 

These adjustable Closet Rods are available in various lengths which 

attach easily to wall studs or shelf support strapping (see diagram). 

. 

Materials: 20 gauge cold rolled steel 

Finish: CRZP – Zinc coated; 

CRWP – Electro-static powdered coated (white) 


Stock No. 

Ref. No. 

CRWP1830 -- -- 20 

CRWP3048 -- -- 20 

CRWP4872 -- -- 20 

CRWP7296 -- -- 20 

CRWP96120 -- -- 20 


Stock No. 

Steel Adjustable 

Gauge Size (in) 

Steel 

Gauge 

Adjustable 

Size (in) 

Ref. No. 

CRZP1830 -- -- 20 

CRZP3048 -- -- 20 

CRZP4872 -- -- 20 

CRZP7296 -- -- 20 

CRZP96120 -- -- 20 

Typical CRZ/CRW 

installation 

CRZ/CRW 


Fluted Closet Rods – CRZFP & CRWFP series 

These adjustable Fluted Closet Rods are a two-piece design which consists of 

separate end brackets to be installed prior to inserting the closet rods into place. 


Finish: CRZFP – Zinc coated; 

CRWFP – Electro-static powdered coated (white) 

Miscellaneous 


Stock No. 

Steel 

Gauge 

Adjustable 

Size (in) 

Ref. No. 

CRWFP1830 -- -- 20 

CRWFP3048 -- -- 20 

CRWFP4872 -- -- 20 

CRWFP7296 -- -- 20 

CRWFP96120 -- -- 20 

CRZF/CRWF 


Stock No. 

Steel 

Gauge 

Adjustable 

Size (in) 

Ref. No. 

CRZFP1830 -- -- 20 

CRZFP3048 -- -- 20 

CRZFP4872 -- -- 20 

CRZFP7296 -- -- 20 

CRZFP96120 -- -- 20 

202 


Shelf Brackets – SB series 

These Shelf Brackets combine shelving capabilities and closet rod support in a 

one-piece design. 


Finish: SBZ – Zinc plated; 

SBW – Electro-static powdered coated (white) 



Steel 


Stock No. Ref. No. Gauge W L 

SBZ -- -- 13 11 9-1/2 

SBW -- -- 13 11 9-1/2 

SBZ 

Insulation Supports – IS series 

Insulation supports secure batt-type insulation in place between joists. Chisel-cut ends 

dig into joists for permanent holding. Easy to install in hard-to-reach crawl spaces. 

Materials: 13 gauge carbon steel wire 

Finish: None 


• 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 centre and push into place. 

• Wear gloves and safety glasses during installation. 

Simply push 

into place 

Miscellaneous 

Typical IS 

installation 


Steel Joist 


Stock No. Ref. No. Gauge Spacing Overall Length 

IS16 -- -- 13 15-1/2 

IS24 -- -- 13 23-1/2 



Plastic Post Caps – PCP series 

These seamless caps keep water off post tops, protecting wood from moisture damage. The PCP’s 

plastic construction is corrosion-proof and paintable. Not available in rough or full lumber sizes. 

Materials: Hi-impact plastic 

Finish: Gray 


• Fasten cap to post top with 

(1) 8d HDG or 10d HDG nail. 

• See Product Notes, page 10. 

W 

W 

Post / 

Column Size 1 


Stock No. 

Dimension (in) 

Ref. No. W Color 

4 x 4 PCP44 DPPC4BK 3-5/8 Gray 

6 x 6 PCP66 DPPC6BK 5-5/8 Gray 

1) Not available in rough or full lumber sizes. 

Corner Tie – KSCT68 

The Corner Tie secures three-way wood-to-wood 

connections. Handy for building workbenches, 

utility tables, or shelving using 2x4 lumber. 

6˝ 

PCP66 

Typical PCP44 

installation 




2˝ 


• Use (12) #10 panhead screws to fasten the 

KSCT68 to wood framing. 

8˝ 

KSCT68 

Typical KSCT68 installation 

Miscellaneous 

204 


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 installation and 

maximum load values. 

NEW 




Codes: Factored resistances are 

derived from data submitted 

to various North American 

building code evaluators and 

are in accordance 

with CSA O86-09. 


• Install all fasteners with a pneumatic nailer. 


• Nailing zones are distinguished by embossed 

pattern. 

• Install fasteners with care not to overdrive 

fastener causing indentation of connector. 

• Fastener quantities shall be installed 

symmetrically on both sides of connector. 

• Installer should reduce risk of injury from 

rebounding fasteners by using personal eye 

protection during fastener installation. 

• Minimum center to center fastener spacing 

is 1”. 

Typical MRT7 

installation 

W 

H 

MRT7 

Typical MTHF 

installation 

W 

D 

A 

MTHF 

H 

Nailing 

Zones 

Typical JNE 

installation 

W 

A 

D 

JN28E 

(JN26E & 

JN210E Similar) 

H 


Stock No. 

Dimensions (in) Fastener Schedule 1,2,3 


Header 

Joist 

DF-L 

S-P-F 

Download F1 4 F2 4 Uplift 4 Download F1 4 F2 4 Uplift 4 

Steel 

Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN 

Ref. No. Gauge W H D A Qty Type Qty Type 100% 100% 115% 115% 115% 115% 115% 115% 100% 100% 115% 115% 115% 115% 115% 115% 

3 "P" or "T" nails 3 "P" or "T" nails -- -- -- -- 85 0.38 85 0.38 360 1.60 -- -- -- -- 65 0.29 65 0.29 335 1.49 

MRT7 

 

-- -- -- -- 



MTHF25925 MMLUI39 20 2 

MTHF25112 MMLUI311 20 

JN26E MMLU26 20 4-13/16 

 

2 

2 


10 "P" or "T" nails 4 "P" or "T" nails 1460 6.49 -- -- -- -- -- -- -- -- 630 2.80 1250 5.56 -- -- -- -- -- -- -- -- 540 2.40 







JN28E 20 6-11/16 2 

 



JN210E 

MMLU210, 

MMLU211 

20 2 

JN26-2 MMLU26-2 2 

JN28-2 

 

 

2 









 

 

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. 

 

 

 




Manuf. Housing

Hardy Frame® HFX-Series Panels and Brace Frames 

Lateral Systems 

Hardy Frame® HFX-Series Panels and Brace Frames 

combine the most desirable properties for a shear wall: 

strength, stiffness and ductility. This revolutionary system 

has been tested and evaluated under the ICC-Evaluation 

Service AC322 Acceptance Criteria and has been proven 

to provide the highest allowable shear loads in the 

industry combined with abundant ductility for a seismic 

“R” value of 6.5. Along with its superior engineering 

properties the HFX-Series is easier than ever to install, 

is code listed for varied installations that include support on a floor system and vertical 

stacking conditions. Anchorage solutions include standard grade or high strength 

grade for maximum values 

Panel on concrete 

with 2x filler 

Panel on concrete 

at portal 

NEW 

® ® 

Panel at raised floor 

head-out 

Hardy Frame® HFX-Series Panels are available in widths of 9, 12, 15, 18, 21 and 

24-inches and are typically manufactured in heights that correspond to a standard 

portal (78 inches) and standard wood stud lengths. When installed on concrete 

simply secure to the foundation with a Hardy Frame® Template Kit that includes 

two 1-1/8 inch diameter hold down anchors (grade is specified by the Design 

Professional). The top channel connects to a collector above with 1/4-inch diameter 

USP “WS-Series” screws through pre-punched holes. 

Vertical ® Stacking 

Brace Frames 

Vertical Stacking 

Panels 

® 

Brace Frame on Brace Frame at raised 

concrete with 2x filler floor head-out 

Hardy Frame® HFX-Series Brace Frames are 32 or 44 inches wide and 

heights correspond to standard wood stud lengths. Connections to the 

foundation require two 7/8 inch diameter hold down anchors (grade per 

the Design Professional) that are included in Hardy Frame® Template 

Kits. The connection to the collector above is made with 1/4-inch diameter 

USP “WS-Series” screws through pre-punched holes. Field studs are 

provided in Brace Frames for easy attachment of surface finishes with 

self-tapping screws. 

® 

HARDY FRAME PANEL BOTTOMOM 

ON MULTI STORY 

Panel template kit 

Brace Frame Kit 

at Interior Footing 

CUSTOMER SERVICE 

• Hardy Frame technical support is 

focused on pre-manufactured shear 

walls as our core business. Because 

of that focus we offer the most comprehensive 

service and we provide 

the best support for shear wall solutions 

in the industry. 

• To the Design Professional we provide 

prompt, accurate technical support 

and full design solutions backed 

by extensive testing and research 

that has an Evaluation Service 

Report (ESR) listing. From providing 

allowable design loads to addressing 

job specific repairs you can always 

count on our solutions. 

• To the Building Official, our Code 

Reports support the plan check 

process and our Typical Installation 

Details along with Installation 

Instruction labeling takes the guesswork 

out of field inspection. 

• To the installer, our framing background 

and construction experience 

provides us with a contractors understanding 

of job specific installation 

requirements. Quick responses are a 

must and project delays are avoided 

at all costs. Help is available by telephone, 

website or one of our many 

representatives. 

• To all parties, in addition to literature, 

details, internet and telephone 

support our company provides jobsite 

visits, seminars and personal training 

sessions. Inquiries are welcome and 

we will be available when you need 

our support. 

1732 Palma Drive, 

Suite 200, 

Ventura, CA 93003 

(800) 754-3030 


206 

1-800-754-3030 • www.hardyframe.com

Hardy Frames® Special Moment Frame (SMRF) 


Hardy Frames introduced the first standardized, 

pre-manufactured Moment 

Frame in 2006. Since then we have produced 

thousands of Moment Frames that 

have been successfully installed. These 

Moment Frames have maximum structural 

capacities combined with the open 

architectural aesthetics that designers 

and architects need today. 

Hardy Frame Moment Frames are 

Special Moment Resisting Frames 

(SMRF) that use the pre-qualified 

SidePlate moment connection. Typically, 

our Moment Frames are delivered to the 

jobsite in one-piece, completely fabricated 

and ready to be installed with no 

assembly, no field welding and no special 

inspection required. 

On production framing jobs the Hardy 

Frame Moment Frame can’t be beat. We 

have delivered truckload quantities of up 

to 30 Moment Frames that were installed 

in a single day. That is an accomplishment 

that can not be matched by conventional 

moment frames. 

NEW 


Custom Sizes and Custom 

Calculations 

We offer over 300 standard dimension 

Moment Frames, but we don’t stop there. 

We also offer calculations and solutions 

for sizes that are beyond the scope of our 

standard listing. We commonly provide 

solutions for two-story and multi-story 

frames as well as for fixed based connections. 

Please note that standard dimensions 

can be adjusted without being treated 

as a “Custom Order”. Our typical lead 

time of 3-4 weeks does not increase and 

neither does your cost. 

Moment Frame 

Template Kits 

Template Kits are included with the purchase 

of the Hardy Frame Moment 

Frame and are a stock item that can be 

shipped within one business day. The 

Kit includes all embed anchors, nuts, 

washers and Templates so the concrete 

pour can proceed prior to the Moment 

Frame delivery. Correctly locating the 

anchors is easy with a slot provided in 

the Template to measure the “Win”, 

(inside steel-to-steel) dimension. 

• Inquiries are welcome and we will be 

available when you need our support. 

1732 Palma Drive, 

Suite 200, 

Ventura, CA 93003 

(800) 754-3030 

1-800-754-3030 • www.hardyframe.com 207 


Hardy Frames® Z4 Continuous Rod Tie-Down Systems 


QUICK CONNECT SYSTEMS FOR RESISTING LATERAL LOAD AND WIND UPLIFT 

QUICK CONNECT ASSEMBLY 

NEW 

Z4 Continuous Rod Tie-Down Systems utilize Z4 “Cinch Nuts” 

to compensate for wood shrinkage and building settlement 

that cause connections to loosen over time. The Cinch Nut 

uses a self-ratcheting action that permits threaded rods to 

move, or “travel” perpetually in one direction only through the 

device. Available for installation with threaded rods that are 

5/8 inch through 1-1/2 inch diameter in 1/8 inch increments, 

the Z4 Cinch Nut has been code evaluated and published in 

ESR-2190. 

Quick Connect 

System for Lateral 

Loads 

HARDY FRAME® Z4 CONTINUOUS 

ROOF RAFTERS 

ROOF RAFTERS 

To resist tension loads due 

to overturning moments in 

multi-story buildings the Z4 

Cinch Nut is installed over a 

Bearing Plate at each level 

in a fast and easy “Quick 

Connect” application. At the 

upper-most level a Cinch 

Nut is installed over a 

Bearing Plate above the top 

plates. At walls below that 

bear on wood floor systems 

the Cinch Nut and Bearing 

Plate is installed over the 

bottom plate. Tension loads 

are gathered at each level 

and transferred into the 

foundation through a 

continuous system of Cinch 

Nuts, Bearing Plates, 

threaded rods and coupling 

nuts, all available from 

Hardy Frame – Z4. 

Quick Connect 

System for Wind 

Uplift 


Customer Service 

• Hardy Frame-Z4 offers comprehensive technical support, 

design of tie-down systems to meet engineered loads and 

delivers products packaged and labeled for easy identification 

in the field. 

• For the Design Professional Z4 provides pre-engineered 

standard runs as well as individual component capacities to 

design custom runs. We also offer turn-key, sealed designs 

when engineered loads are provided to us. 

• Building Officials will be confident approving our systems 

because they assemble with code evaluated components that 

have an ESR listing. 

For resisting roof uplift loads 

resulting from wind the Z4 

Cinch Nut is installed over a 

Bearing Plate above the top 

plates with roof framing 

above to create a tie-down 

system. Uplift forces are 

transferred into a continuous 

system of threaded 

rods and coupling nuts that 

form a load path to the 

foundation. 

• For the installer, our products will arrive on time and be 

packaged systematically for easy identification of parts and 

sequence of assembly. We offer typical installation details, 

immediate telephone support and personal training is available 

from a sales or customer service representative. 

208 

For more information on the Z4 product line, please contact us at 951-245-9525 • www.hardyframe.com 

1-951-245-9525 • www.hardyframe.com

Hardy Frame® Z4 CT and T2 


PAIRED AND SANDWICHED CONNECTIONS FOR TENSION AND COMPRESSION 

LOAD TRANSFER 

Paired CT Wall Tie 

T2 installation similar 

NEW 

Z4 Continuity Tie 

The Z4 “CT” is a steel tube with steel 

end plates welded to both ends designed 

to transfer tension and compression 

forces from one beam to another 

(Continuity Tie application) or from a 

beam to a perpendicular wall (Wall Tie 

application). Connections are made by 

bolting the tube to a wood member and 

attaching to a threaded rod for 

transferring forces. 

Accurate Placement and 



Paired T2 Continuity Tie 

Step 1: Use the two 3/16” holes provided 

to nail CT or T2 at desired location on 

wood member 

Step 2: Use the CT or T2 as a template 

to accurately drill holes for bolting 

Step 3: Make bolted connection to the 

wood member per plans and 

specifications 

Step 4: Make threaded rod connection 

per plans and specifications. 

Z4 Tension Tie 

Sandwiched T2 

As Concentric 

Hold-Down 

Paired T2 

For Concentric, 

High Capacity 

Hold-Down 

The Z4 “T2” is a steel tube with a steel 

end plate welded to one end designed to 

transfer tension forces as a concentric 

hold-down device. Sandwiched 

Installations are made by through bolting 

two wood members with a T2 between 

and “Paired Installations” through bolt 

two T2 connectors with a wood member 

between. For both installation methods 

the tube is then attached to a threaded 

rod to transfer the tension loads. 

For more information on the Z4 product line, please contact us at 951-245-9525 • www.hardyframe.com 

1-951-245-9525 • www.hardyframe.com 209 


Specialty Options & General Notes 

Specialty Options 


Series 

Width 

Skewed (Maximum) 

Sloped Seat (Maximum) 

Sloped / Skewed 

Sloped Top Flange (Maximum) 

BPH all 50º 45º 45º 

GHF all 50º 45º 

67-1/2º 

HD 1 

45º 

50º 

67-1/2º 

HDO 45º 

50º 

Top Flange Offset 

Saddle Hanger 

Ridge Hanger (Maximum) 

Inverted Flange 

 

width > 

 

width > 

 

width > 

Uplift 

Weldability 

USP Series 

Catalog Page Reference 

124-125, 

128-129, 

132-136, 

138-142 

146 

90-96, 

 

118, 

122-123 

97, 

 

99-101 

HGU all 45º 

 

145 

width > 

HJC all 60º 173 

126, 

HLBH all 50º 45º 45º 45º 132-136, 

138-142 

 

89, 

HUS 

all 

width > 

91-95, 

 

119, 123, 

167 

HWUH all 45º 45º 106-107 

KB all 

97, 

100-101 

KEG all 45º 45º 147 

KGB all 148 

KGLS all 50º 45º 30º 150 

KGLST all 150 

KGLT all 50º 45º 45º 149 

KHGB all 148 

KHGLS all 50º 45º 30º 150 

KHGLST all 150 

KHGLT all 50º 45º 45º 149 

KHHB all 148 

KHW all 84º 45º 35º 45º 

98, 

100-101 

KLB all 97, 99 

KLEG all 45º 45º 147 

KMEG all 45º 45º 147 

LGU all 45º 

 

145 

width > 

LSSH all 45º 45º 103, 144 

MGU all 45º 

 

145 

width > 

MPH 1 60º 45º 

108, 

126-141 

MSHL/R all 45º 170 

PHM 1 all 84º 45º 35º 45º 

126-131, 

133-141 

PHXU 1 all 60º 45º 35º 

126-129, 

132-136, 

138-142 

SKH all 45º 104-105 

SKHH all 45º 104-105 

SUH 

67-1/2º 

88, 

45º 

 

50º 

91-96 

SW 1 all 84º 45º 35º 45º 98-100 

SWH 1 all 84º 45º 35º 45º 98-101 

THD all 

45º 45º 

 

 

 

 

width > 

 

120, 123, 

165 

The information listed only applies 

to hangers manufactured by 

USP Structural Connectors® and 

installed according to the 

instructions listed in this catalogue. 

Some of the options listed may not 

have been evaluated on a single 

hanger. The designer must always 

evaluate each connection, including 

the joist and header capacities, 

before specifying a specialty 

connector. USP sloped hangers are 

manufactured with the plumb cut of 

the joist already calculated. If a 

hanger with a different height is 

needed, it must be specified at the 

time of ordering. 

Materials: Steel gauge may vary 

from that specified depending on 

the specialty option and 

manufacturing process used. Some 

formed hangers may be welded 

when modifying the hanger. Hanger 

configurations, fastener schedules, 

and height may vary from the tables 

depending on the joist size, skew, 

and slope. 

Finish: See specific hanger option 

tables. Welded hangers are painted 

with USP gray primer. Custom 

hangers available in Hot-dip 

galvanized, use HDG after product 

number. 

Factored Resistance: For multiple 

options for the same connector, use 

the most conservative reduction to 

give the lowest design load. 


• Fill all nail holes with fasteners 

specified in the tables. 

• Fastener quantities may increase 

from the amount listed in the tables 

depending on hanger option. 

• NA16D-RS and NA20D nails are 

supplied with hangers. 

• For type A skewed hangers, the 

end of joist must be bevel cut; for 

type B skewed hangers, the end of 

joist must be butt-cut. 


THDH all 45º 45º 

THF 

67-1/2º 

50º 

45º 

 

width > 

 

120,123, 

166-167 

118, 

121-122 

 

 

210 


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 

factored resistance 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. 

Plumb 

height 

Specify 

angle 

Open Top Flange Hanger Specialty Details 

Typical SUH hanger 

skewed, right shown, 

Type A (bevel cut required) 

Specify 

angle 

Joist 

height 

Typical HD hanger 

sloped seat, 

down shown 

Slope 

angle 

Specify 

angle 

Typical SUH formed 

hanger skewed, right 

shown, Type B 

Skew 

angle 


sloped down, 

skewed left shown 




See Specialty Options Chart for each hanger series for load 



• Joist nails may be located on obtuse side to ensure 

proper nailing. 

• Specify skew angle, type (A or B), and direction 

when ordering. 



• Specify slope angle, direction, and joist height when 

ordering. 




directions, and skew type (A or B) when ordering. 

• Similar to face mount skewed/sloped hanger, refer to 

illustration above: Typical HD hanger sloped down, 

skewed left shown. 

• Specify if hanger is to be high side flush, low side flush, 

or centre flush. 

Sloped/Skewed/Sloped Top Flange Hanger: 


• 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. 

Specify 

angle 

Typical BPH hanger 

skewed, left shown 

Type A (bevel cut required) 

Plumb 

height 

Joist skew 

right shown 

Joist 

height 

Slope 

angle 

Specify 

angle 


sloped seat, down shown 

Specify 

angle 

Specify 

angle 


skewed, right shown 

Type B 

Skew angle 

Specify angle 

Slope 

angle 


sloped down, skewed right, 

low side flush shown 

high side flush 

center flush 

low side flush 


skewed right, sloped 

down, top flange sloped 

Typical HLBH hanger 

sloped top flange right 

shown 



Solid Top Flange Hanger Specialty Details 


See Specialty Options Chart for each hanger series for load 



• Joist nails may be located on obtuse side to ensure proper 

nailing. 

• Specify skew angle, type (A or B), and direction when ordering. 



• Specify slope angle, direction, and joist height when ordering. 




directions, and skew type (A or B) when ordering. 

• Specify if hanger is to be high side flush, low side flush, or 

centre flush. 

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 centre flush. 

Ridge Hanger: 

• Specify flush top of beam at centre, 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. 

Specify angle 

Typical PHXU hanger 

skewed, left shown Type A 

(bevel cut required) 

Specify angle 

high side flush 

center flush 

low side flush 


sloped top flange, 

right shown 

SA 

W 2 

Specify angle 


skewed, left shown 

Type B 

Specify 

angle 


ridge, top 

flange slope 


H 2 

H 1 

W 1 


saddle option 

Typical HLBH hanger top 

flange offset, right shown 

Specify 

angle 

Plumb 

height 

Specify 

angle 

Skew 

angle 

Slope 

angle 


sloped down, skewed right, 

low side flush shown 

Joist 

Height 


sloped seat, down shown 

Joist skew 

right shown 

Slope 

angle 


skewed right, sloped 

down, top flange sloped 

212 


Welded Top Flange 

• Weld sizes and lengths shown on chart. 

Top Angle Weld Length chart 

Typical 

see 

chart 

Continuous 

weld along 

back of top 

flange 


Welded Hanger Series 

Weld 

Length 

Top Angle 

Steel Gauge 

Weld 

Size 


SW 10 gauge or lighter 

BPH, PHM, SWH 7 gauge 

KLB, KHW, PHXU 3 gauge 

KB, KGB, KHGB, KHHB, 

KGLS, KGLST, KGLT, 

KHGLS, KHGLST 

HLBH, KHGLT 

 

Weld shall be distributed evenly. 

Part Number System 

Part Numbers assigned to TFL, THO, and THF 

I-Joist hangers reveal the I-Joist sizes to be 

used with the specific hanger. This guide will 

teach you how to recognize I-Joist dimensions 

in the part numbers. 

Typical Top Angle 

welded installation 

Typical Top Flange 

welded installation 

THO35925-2 


1 st , 3 rd , and sometimes 4 th digits are 

whole numbers 

(This example denotes 2 and 11) 

4 th digit may be part of a decimal – 

ex.: THO16925 

TFL 23118 

THO 35 925 

Letters 

refer to 

Hanger 

Series 

ex.: THO 

First (2) 

Digits 

refer to 

Member Width 

ex.: 3.5 inches 

Last (2) or 

(3) Digits 

refer to 

Member Height 

ex.: 9.25 inches 

-2 

Digits after 

Dash 

refer to 

Number of 

Plies ex.: 2 ply 

2 nd and 5 th digits are decimals 

(see guide below) 

(This example denotes .3125 

[5/16] and .875 [7/8]) 

5 th digit may be (0) or dropped if 

height is even 

Part Number Guide for Decimals 

1 = .125 or 1/8 inch 

2 or 25 = .25 or 1/4 inch 

3 = .3125 or 5/16 inch 

5 = .5 or 1/2 inch 

6 = .625 or 5/8 inch 

7 = .75 or 3/4 inch 

8 = .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 of 

heights for THF hangers. Face mount hangers 

can usually accommodate more than one 

I-Joist height. The hanger height must be tall 

enough to support the top chord of the I-Joist 

to eliminate web stiffener requirements on 

solid sawn or joists with web stiffeners. The 

THF hanger must be a minimum of 60% of the 

joist height. 



Corrosion Resistant Products 

Corrosion Resistant 

214 


Stock No. 

Triple 

Zinc 

(TZ) 

Hot-Dip 

Galvanized 

(HDG) 

Fasteners / Anchors 

Stainless 

Steel 

(SS) 

Gold 

Coat 

(GC) 


Stock No. 

Triple 

Zinc 

(TZ) 

Hot-Dip 

Galvanized 

(HDG) 

Column / Post Caps 

Stainless 

Steel 

(SS) 

Gold 

Coat 

(GC) 



Stock No. 

Triple 

Zinc 

(TZ) 

Hot-Dip 

Galvanized 

(HDG) 

Column / Post Bases 

Stainless 

Steel 

(SS) 

AB1212-HDG X KCCQ44 X WE44 X X 

AB126-HDG X KCCQ46 X WE46 X 

AB128-HDG X KCCQ525-4 X WE66 X 

AB5812-HDG X KCCQ525-6 X 

Framing Plates & Angles 

BP12 X KCCQ64 X A3 X 

BP582 X KCCQ66 X AC5 X 

BP583 X KECCQ325-4 X AC7 X X 

HBPS12 X KECCQ325-6 X AC9 X 

HBPS58 X KECCQ44 X ANJ44S-HDG X 

LBP12-TZ X KECCQ46 X JA1 X 

LBP58-TZ X KECCQ525-6 X KHL33 X 

LBPS12-TZ X KECCQ64 X KHL35 X 

LBPS58-TZ X KECCQ66 X KHL37 X 

N10C X PB44-6TZ X X KHL43 X 

N10C-GC X PB66-6TZ X X KHL46 X 

N10-GC X PBC44-TZ X KHL55 X 

N16C X PBC66-TZ X KHL57 X 

N16C-GC X PBES44 X X KHL76 X 

N8-GC X PBES66 X X ML24-TZ X 

NA10D X PBS44 X X ML26-TZ X 

NA11 X PBS66 X X MP3 X 

NA16D X PBS66R X MP34 X X 

NA20D X PCM44 X MP4F X 

NA8D X PCM4416 X MP5 X X 

NA9D X PCM46 X MP6F X 

SSN10C X PCM4616 X MP7 X X X 

SSN16C X PCM4816 X MP9 X X 

SSN8C X PCM66 X MPA1 X X X 

SSNA10D X PCM6616 X 

Stud Plate Ties 

SSNA8D X Column / Post Bases 

RSPT6 X 

THR1218-HDG X APB44 X RSPT6-2 X 

THR1224-HDG X APB66 X SPT22 X 

THR1236-HDG X CBSQ44-TZ X X SPT24 X 



THR128-HDG X D44-TZ X SPT8 X 

THR5812-HDG X D46 X SPTH4 X 

THR5816-HDG X D46R-TZ X SPTH6 X 

THR585-HDG X D66 X SPTH8 X 

THR588-HDG X D66R X 

Lateral Joist Connectors 

WS15-GC X EBG44-TZ X LJC-TZ X 

Holdowns / Foundation Anchors 

EPB4408 X LJQ15-TZ X 

FA3 X EPB4608 X LJQ17-TZ X 

PA18 X EPB6608 X LJQ20-TZ X 

PA23 X EPBH44 X LJQ23-TZ X 

PA28 X EPBH46R X LJQ25-TZ X 

RP6 X EPBH66 X LJQ35-TZ X 

ST1-TZ X EPBH66R X 

Twist Straps 

ST2-TZ X KCBQ44 X HTW20 X 

STB16 X KCBQ46 X LTW12 X 

STB20 X KCBQ66 X LTW18 X 

STB24 X KCBQ88 X MTW12 X 

STB28 X PA44E X X MTW16 X 

STB34 X PA44 X MTW20 X X 

STBL24 X PA46E X X MTW30 X 

STBL28 X PA46 X 

Straps 

TA51 X PA66E X X HRS416-TZ X 

TA71 X PA66ER-TZ X HTP37-TZ X 

TDL5 X PA66R X KRPS22 X 

TDX2-TZ X PA66 X KRPS28 X 

Column / Post Caps 

PAU44 X X KST227 X 

BC400-TZ X PAU46 X X KST237 X 

C44 X X PAU66 X X KST248 X 

C46 X PAU88 X X KST260 X 

C46R X RSCH44 X L6 X 

C66 X RSCH66 X LH12 X 

C66R X WAS44 X X LSTA36 X 

KCCQ325-4 X WAS46 X MSTA12 X X 

KCCQ325-6 X WAS66 X X MSTA15 X 

Gold 

Coat 

(GC) 



Corrosion Resistant Products continued 



Stock No. 

Triple 

Zinc 

(TZ) 

Hot-Dip 

Galvanized 

(HDG) 

Straps 

Stainless 

Steel 

(SS) 

Gold 

Coat 

(GC) 


Stock No. 

Triple 

Zinc 

(TZ) 

Hot-Dip 

Galvanized 

(HDG) 

Hangers 

Stainless 

Steel 

(SS) 

MSTA18 X X SKHH210L-2 X 

MSTA21 X SKHH210L-2IF X 

MSTA24 X X SKHH210R-2 X 

MSTA30 X SKHH210R-2IF X 

MSTA36 X X SKHH410L X 

MSTA9 X SKHH410LIF X 

MSTAM24 X SKHH410R X 

MSTAM36 X SKHH410RIF X 

RS150 X SKHH414LIF X 

T6 X SKHH414RIF X 

Hangers 

SKHH46L 

X 

HD210-2IF X X SKHH46LIF X 

HD210-3IF X SKHH46R X 

HD28-2IF X SKHH46RIF X 

HD410 X THD28-2 X 

HD410IF X THD410 X 

HD412 X THD46 X 

HD412IF X THD48 X 

HD44IF X THDH412 X 

HD46 

X 

Hurricane / Seismic Anchors 

HD46IF X HHCP2 X 

HD48 X LFTA6 X 

HD48IF X RT10 X X 

HD610 X RT15 X X 

HD610IF X RT16-2 X X 

HD612 X RT16A X X 

HD612IF X RT20 X 

HD68 X RT3A X X 

HD68IF X RT4 X X 

HDQ612IF X RT5 X X 

HUS210 X RT7 X X 

HUS210-2IF X RT7A X X 

HUS212-2 X RT8A X X 

HUS26 

X 

Miscellaneous 

HUS28 X CSH-TZ X 

HUS28-2IF X DC50-TZ X 

JL210IF-TZ X X DTB-TZ X X 

JL24IF-TZ X ERB24-TZ X 

JL26IF-TZ X X FB14-TZ X 

JL28IF-TZ X FB23-TZ X 

JPF24 X FB26-TZ X 

JPF26 X FC24-TZ X 

JUS210 X X X FPH24-TZ X 

JUS210-2 X X X FRB24-TZ X 

JUS210-3 X X ICPL516-TZ X 

JUS24 X X X ICPL58 X 

JUS24-2 X PRT15-TZ X 

JUS26 X X X PRT2H-TZ X 

JUS26-2 X X X PRT2-TZ X 

JUS28 X X X PRTIC2-TZ X 

JUS28-2 X X SCA10-TZ X 

JUS28-3 X SCA9-GC X 

JUS36 X SCA9-TZ X 

JUS410 X SDJT14-TZ X 

JUS44 X SDPT5-TZ X 

JUS46 X SDPT7-TZ X 

JUS48 X TTA12-TZ X 

LSSH15-TZ X X TTA2-TZ X 

LSSH210 X X TTB22-TZ X 

LSSH31 X TTC24-TZ X 

MSH422 X TTC42-TZ X 

SKH210L X X X TTF22-TZ X 

SKH210L-2 X TTR-TZ X 

SKH210R X X X TTU2-TZ X 

SKH210R-2 X WT17HD-75 X 

SKH26L X X X WT22 X 

SKH26R X X X 

SKH28L 

X 

SKH28R 

X 

Gold 

Coat 

(GC) 

Corrosion Resistant 



High Performance Corrosion Resistance 

It’s the new gold standard from USP! 

USP Structural Connectors offers anchors, hangers, framing angles, straps, and fasteners in Gold Coat for 2x 

the corrosion resistance protection. Gold Coat is a multi-layer protection system that protects the integrity of 

the structural connector by offering two layers of corrosion resistance. The top layer is a specially formulated 

organic polymer barrier designed specifically for outdoor applications and contact with treated wood. 

Finish: Gold Coat 

 

 

 

 

 

 

Gold Coat testing 

indicates significant 

Corrosion Resistance 

over traditional Zinc 

Galvanization alone and 

performance closer to 

Stainless Steel 

Structural grade 

steel base material 

Thermally bonded 

zinc galvanization 

Gold Coat organic 

polymer barrier

Testing! Testing! Testing! 

It’s part of our continuous commitment to 

innovation and quality. 

At USP, quality doesn’t just happen. 

It’s a result of constant research, 

testing and improving. Connect with 

confidence. Specify USP Connectors.

The USP Specifier 

Instant product and design information 

when you need it 

• Designed for engineers and estimators 

• Manage the complexity of the proper 

selection of hangers 

• Provide project management and cost 

control 

• Generate summary reports, bid and 

connector conversion information 

• Conveniently transfer project summary, 

schedule tables and installation details 

to CAD working drawings....and much 

more 

Our USP Specifi er software puts you in 

command with instant product and design 

information. Search through our comprehensive 

catalog of connectors, compare products, price out 

jobs and produce the most accurate, cost effective 

solutions possible. 

We are committed to providing you with the 

best software tools possible to make your job 

easier. Download your copy of The USP Specifi er 

today.

: 

Our commitment to technology! 

USP Mobile Solutions 

USP Software Solutions 


The USP Deck Designer. Online anytime. 

The easy yet comprehensive deck design tool 

helps you design the perfect deck, generate 

3D views, specifications, materials list and 

building permit applications. 

iPad ® Catalog. Download our entire 

catalog to your iPad ® . Quickly search 

products by application. 

QR Codes. Scan QR codes on your smart 

phone before you buy. Quickly look up 

product information to make the right 

choice. 

Sapphire Supply- 3D design and layout 

software for your EWP and Lumber design 

needs and tools for doing layout and take-off 

for whole house estimation. 

Sapphire Build. 

Design software for 

modeling building 

in 3D and track 

vertical load distribution 

throughout 

the structure; roof to foundation, to optimize 

structural member design. 

Black Point Option Manager. Designed 

for the residential builder, now you can easily 

manage options and material take-offs.

Connect with Confidence! 

MANUFACTURING & WAREHOUSE FACILITIES 

Minnesota 

Montgomery, Minnesota 

Arizona 

Tolleson, Arizona 

Northern California 

Livermore, California 

New Jersey Warehouse 

Lumberton, New Jersey 

MONTGOMERY, MN 

THORNHILL, ON, CA 

LUMBERTON, NJ 

Southern California 

Corona, California 

Texas Warehouse 

Humble, Texas 

LIVERMORE, CA 

CORONA, CA 

TOLLESON, AZ 

Florida 

Largo, Florida 

Canada 

Thornhill, ON Canada 

HUMBLE, TX 

LARGO, FL 

USP Structural Connectors Corporate Office: 14305 Southcross Drive-Suite 200, Burnsville, Minnesota 55306 

(952) 898-8772 • (800) 328-5934 • www.USPconnectors.com 

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©2014 MiTek USA, Inc. USP 2240-141R

Installation Notes - USP Connectors

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