54thUSP Structural Connectors

I’d like to thank you again for your continued business and commitment to

USP Structural Connectors. We value your loyalty and work diligently to earn your

business every day.

Improvement is ingrained in our culture and work ethic. Every USP employee is

focused on getting the job right, and meeting or exceeding customer needs in every

way. By continually improving every area of our business, we strive to strengthen

our value and remain a solid partner to those we serve.

We are proud of our employees and the initiatives that we are pursuing to

continuously improve our operations and provide superior levels of service. The

following pages highlight our determination and some proactive and very special

projects that we are particularly excited about.

Once again, thank you for your interest in USP.

Robert BrunsonGroup President, Gibraltar Engineered Products GroupPresident, USP Structural Connectors

FROM OUR PRESIDENT

www.USPconnectors.com e-mail: [email protected]

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®Concealed Stringer Hanger (Prototype)

DUC Undercut Anchor

Top Flange I-Joist Hanger

Gold Coat - Revolutionary Corrosion Protection

Inverted Flange EWP Joist Hanger (2007)

Lateral Load Joist Connector (2007)

Customer Service/Technical Assistance: 800-328-5934 3

OUR QUALITY PROMISE

We consistently satisfy our customers andshareholders by providing more innovativequality products for the building industry.


To create value byproviding the best quality products

and support.

We strive to be the best

in our industry.

OUR GOALSARE

VISUAL INPECTIONS

IN HOUSE TOOL DESIGN

CUSTOMS

5Customer Service/Technical Assistance: 800-328-5934

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To proactivelyunderstand and satisfy

our customerneeds,

every time!

To aggressively build our market

share through sales growth,

geographic expansion, andacquisitions.

SPECIALS

TECHNICAL ASSISTANCE CALL CENTER

JOBSITE SUPPORT

To be the market leader

by continuously developing newproducts and

solutions


CORROSION TESTING FACILITY

FULL LINE OF CODE TESTED AND APPROVED PRODUCTS

NEW PRODUCT DEVELOPMENT

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

Accelerated Corrosion Test Results - Cross Section AnalysisCorrosion (iron oxide)

Steel Substrate

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

Steel Substrate

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

Gold Coat Barrier Coating

Steel Substrate

Zinc Layer

7Customer Service/Technical Assistance: 800-328-5934

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ManufacturedExclusively

By

®

A great example of our focus on innovation, is our revolutionary “Gold Coat” corrosion resistant connector line. We identified the

seriousness of corrosion as a critical issue and went to work

to develop our double barrier system of protection. Gold Coat’sperformance far exceeds that ofG185 at a very economical cost.

GOLD COATthe gold standard of corrosion resistance

The TreatedWood Connector

Look for these exclusive products in this catalog, called out as “-GC.”

Concealing Color

2X The Protection

Base Steel

2nd BarrierCoating

1st BarrierCoating

Structural grade steel base materialsteel base material

Thermally bonded zinc galvanizationzinc galvanization

Gold Coat organicpolymer barrierpolymer barrier

Gold Coat Products

Joist Hangers 94-951071695562

70-7277201

20, 22

Skewed HangersHurricane TiesPost AnchorsPost CapsFraming AnglesStrapsStair AnglesFasteners

Catalog PageReference


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

Gibraltar is a leading manufacturer, processor,

and distributor of primarily metals for the building,

vehicular, and industrial markets.

Gibraltar serves approximately 24,000

customers in a variety of industries in all 50 states

and throughout the world.

With approximately 3,600

employees, Gibraltar has established

a reputation as an industry leader in

quality, service, and innovation.

Currently, we are North America’s

leading ventilation product

manufacturer, mailbox manufacturer,

and cold-rolled strip steel producer.

We are the number-two manufacturer

of structural connectors, and also

hold numerous leadership positions

throughout our other product and

service offerings.

WE’RE A PARTOF SOMETHING BIGGER

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FFOOCCUUSSEEDD OONN TTHHEE FFUUTTUURREE

Whether it’s new facilities or our

engineers who work closely with national and

local code agencies, we aggresively focus on

maintaining a proactive advantage.

We are involved in industry organizations

and committees, and spend considerable time

in the field so we can continually improve

existing products and introduce new,

innovative products.

CHINA

EUROPE

NEW CORPORATE HEADQUARTERS

Table Of Contents

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

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

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

FastenersSection Overview . . . . . . . . . .19Bearing Plates . . . . . . . . . . . . . .26Bolts . . . . . . . . . . . . . . . . . . . . .26Nails . . . . . . . . . . . . . . . . . . .20-21Wood Screws . . . . . . . . . . . .22-25

Concrete & Masonry ConnectorsSection Overview . . . . . . . .27-28Adhesive & Undercut Anchoring

Systems . . . . . . . . . . . . . .29-31Anchor Bolts . . . . . . . . . . . .34-35Bolt-Rite™ Products . . . . . .32-33Concrete Form Ties & Wedge .35Floor Girder Hangers . . . . . . . .39Foundation Anchors . . . . . . .36-37Laminated Beam Seats . . . . . .38Retro Plates . . . . . . . . . . . . . . .39

HoldownsSection Overview . . . . . . . . . .40Concrete Angles . . . . . . . . . . . .53Foundation Straps . . . . . . . .47-50Holdowns . . . . . . . . . . . .44-46, 52Predeflected Holdowns . . . . . . .41Purlin Anchors . . . . . . . . . . .51-52Tension Ties . . . . . . . . . . . . .42-43

Caps & BasesSection Overview . . . . . . . . . .54Column Bases . . . . . . . . . . .58-60Column Caps . . . . . . . . . . . .64-66Composite Post Bases . . . . . . .63Elevated Post Bases . . . . . . . . .57Lally Column Caps . . . . . . .63-64Post Anchors . . . . . . . . . . . .55, 58Post Caps . . . . . . . . . . . . . .61-63Wet Post Anchors . . . . . . . . . . .56

Angles & StrapsSection Overview . . . . . . . .67-68Angle Gussets . . . . . . . . . . . . . .76Coiled Strapping . . . . . . . . . . . .78Connector Straps . . . . . . . . . . .86Corner Reinforcements . . . . . . .76Floor Tie Straps . . . . . . . . . . . .83Framing Clips . . . . . . . . . . . . . .74Framing Plates & Angles . . .69-72Header Hangers . . . . . . . . . . . .75Heavy Angles . . . . . . . . . . . .75-76Knee Braces . . . . . . . . . . . . . . .87Ornamental Connectors . . . . . .77Straps . . . . . . . . . . . . . .77, 79-82Strap Rafter Ties . . . . . . . . . . . .85Stud Plate Ties . . . . . . . . . .73-74Twist Straps . . . . . . . . . . . . .83-85Wood Foundation Straps . . . . .87

HangersSection Overview . . . . . . . .89-90Face Mount Hangers . . . . .91-100Masonry Hangers . . . . . . .111-115Panel & Purlin Hangers . .109-110Top Mount Hangers . . . . .101-106Slope & Skew Hangers . .106-108

EWP HangersSection Overview . . . . . .116-118Adjustable Connectors . . . . . .147EWP Installation Guide . .119-120Face Mount Hangers . . . .121-125Glulam Hangers . . . . . . . .149-155Slope/Skew Hangers . . . . . . .148Top Mount Hangers . . . . .126-146

Truss & Rafter Tiedowns Section Overview . . . . . . . . .156Truss Anchors . . . . . . . . .157-161Girder Tiedowns . . . . . . . .164-166Hurricane Gusset Angles . . . .167Hurricane/Seismic Anchors . . . . . .

167-169Masonry Uplift Connectors . . .166Moisture Barrier Plates . . . . . .157Strap Truss Tiedowns . . . . . . .161Uplift Girder Ties . . . . . . .162-164

Plated TrussSection Overview . . . . . .170-171Alternate Installations . . . . . . .192Blocking Supports . . . . . . . . . .188Drag Strut Connectors . . . . . .191Field Splice Kits . . . . . . . . . . .189Girder Truss Hangers . . .183-185Hip/Jack Connectors . . . .181-182Roof Truss Ties . . . . . . . . . . . .188Skewed Truss Hangers . .178-180Supplemental Bearing Plates .187Truss Clips . . . . . . . . . . . . . . .186Truss Hangers . . . . . . . . .172-178Truss Spacers . . . . . . . . .190-191

ANSI/TPI Allowable Loads .193

MiscellaneousBridging . . . . . . . . . . . . . .194-196Corner Tie . . . . . . . . . . . . . . . .204Deck Connectors . . . . . . .200-201Drywall Clip . . . . . . . . . . . . . . .203Fence Hardware . . . . . . .198-199Gazebo Hub Plates . . . . . . . . .202Hoist Plates . . . . . . . . . . . . . . .202Insulation Supports . . . . . . . . .203Mending Plates . . . . . . . . . . . .204Plywood Clips . . . . . . . . . . . . .203Protection Plates . . . . . . . . . . .196Stair Angles . . . . . . . . . . . . . . .201Stud Shoes . . . . . . . . . . . . . . .198Wall Bracing . . . . . . . . . . .197-198Wall Ties . . . . . . . . . . . . . . . . .202

Manufactured Housing . . .205

Specialty Options . . . . . . .206-209

Corrosion Resistant Products . .210

Specification Tools . . . . . . . .211

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USP Index

A3 Angle Clip . . . . . . . . . . . .71-72, 210AB Anchor Bolts . . . . . . . . . . . .35, 210ABC Anchor Bolt Caps . . . . . . . . . . .33ABH Anchor Bolt Holders . . . . . . . . .32ABHS Anchor Bolt Holders

& Spacers . . . . . . . . . . . . . .32ABS12 Anchor Bolt Stabber . . . . . . .33ABSL Anchor Bolt Sleeves . . . . . . . .33AC Angle Clips . . . . . . . . . . .71-72, 210ACR Adhesive (CIA-EA) . . . . . . . . . .30Alternate Installations . . . . . . . . . .192ANJ44S Heavy Angles . . . . . . .76, 210ANSI/TPI Allowable Loads . . . . . .193B Bolts . . . . . . . . . . . . . . . . . . . . . . . 26B Corner Reinforcements . . . . . . . . .76BL Corner Reinforcements . . . . . . . .76BN Breakfast Nook Hangers . . . . . .181BP Bearing Plates . . . . . . . . . . .26, 210BPH Beam & Purlin Hangers . . . . . . . .

126, 130-131, 135-139, 142-146BRN Bridging . . . . . . . . . . . . . . . . . .195C Post Caps . . . . . . . . . . . . . . .62, 210CBE Column Bases . . . . . . . . . . . . . .60CBS Column Bases . . . . . . . . . .59, 210CBSQ Column Bases . . . . . . . .58, 210CH Gazebo Hub Plates . . . . . . . . . .202CLPBF Butterfly Hanger . . . . . . . . . 174CMST Coiled Strapping . . . . . . . . . . .78CMSTC16 Coiled Strapping . . . . . . .78Corrosion Resistant Products . . .210CPB Composite Post Bases . . . . . . .63CSH Concealed Stringer Hanger . .201,

210D Post Anchors . . . . . . . . . . . . .58, 210DBC44 Post Anchor . . . . . . . . . . . . . .58DBF44 Post Anchor . . . . . . . . . . . . . 58DC1 Drywall Clip . . . . . . . . . . . . . . .203DC50 Deck Clip . . . . . . . . . . .200, 210DSC4 Drag Strut Connector . . . . . .191DTC Truss Anchor . . . . . . . . . .160-161DUC Ductile Undercut Anchors . . . .29EBG44 Elevated Post Base . . .57, 210EPB Elevated Post Bases . . . . .57, 210EPCM End Post Caps . . . . . . . .61, 210ERB24 Fence Bracket . . . . . . .199, 210EWP Hanger Selector Guide . . . . .116EWP Installation . . . . . . . . . . .119-120FA3 Foundation Anchors . . .36-37, 210FB Fence Brackets . . . . . . . . .199, 210FBS Form Board Spacer . . . . . . . . .33FH Formed Seat Hangers . . . . . . . .109FHD Formed Seat Hangers . . . . . . .109FRB Fence Brackets . . . . . . . .199, 210FS Truss Field Splice Kits . . . . . . . .189FSS Truss Field Splice Kits . . . . . . .189FT Concrete Form Ties . . . . . . . . . . .35FTC Floor Truss Clips . . . . . . . . . . .186G Bridging . . . . . . . . . . . . . . . . .195-196GEL Adhesive (CIA-GEL 7000) . . . .31GHF Glulam Face Mount Hangers .149,

206-207, 210

GT Girder Truss Hangers . . . . .183-184GTD Girder Truss Hangers . . .183-184GTS Girder Truss Hangers . . . .183-184GTU Girder Truss Hangers . . . . . . . 185GTWS Girder Truss Hangers . . . . .185Hanger Selector Guide . . . . . . . . . .88HBPS Bearing Plates . . . . . . . .26, 210HC520 Hurricane/Seismic Anchor 167, 169HCPRS Hurricane/Seismic Anchors . . . .

167, 169HD Face Mount Hangers . . . . . .93-100,

121, 123-125, 206-207HDO Top Mount Hangers .101, 103-105

206, 208-209 HGA Hurricane Gusset Angles . . . .167HH Header Hangers . . . . . . . . . . . . .75HHC Hip/Hip Connectors . . . . . . . . .182HHCP2 Hurricane/Seismic Anchor . . . .

167-169, 210HHDO Top Mount Hangers . . . . . . .101,

103-105, 206, 208-209HJC Hip/Jack Connectors . . . . . . . .182HJH Hip/Jack Connectors . . . .181, 210HJHC Hip/Jack Connectors . . . . . . .182HL Light Gauge Purlin Hangers . . . . . .

102-103HLBH Beam Hangers . . .127, 135-139,

142-146, 206, 208-209HLPTA75 Truss Anchor . . . . . . . . . .158HPA Purlin Anchors . . . . . . .51-52, 210HPAHD Foundation Straps . . . . . .47-48HTA Truss Anchors . . . . . 159-160, 210HTHJ Hip/Jack Connectors . . . . . . 182HTT Tension Ties . . . . . . . . . . . . .42-43HTW Twist Straps . . . . . . . . . . . . .83-84HTWM Twist Straps . . . . . . . . . . . . . .85HUGT Girder Tiedowns . . . . . . . . . 166HUS Slant Nail Hangers . . . .92, 94-98,

122-123, 174, 206-207, 210HWUH Top Flange Hangers . . 111-112,

206, 208-209ICPL Protection Plates . . . . . .196, 210ID4 Protection Plate . . . . . . . . . . . . .196IS Insulation Supports . . . . . . . . . . .203J Ornamental Hangers . . . . . . . . . .100JA Joist Angles . . . . . . . . . . .71-72, 210JDS Purlin Hangers . . . . . . . . . . . . .110JH Multi-Purpose Joist Hangers 105-106JL Standard Joist Hangers . . .91, 94-95JN Power Nail Hangers . . . . . . . . . .205JN(E) Power Nail Hangers . . . . . . .205JP Purlin Hangers . . . . . . . . . . . . . .110JPF Purlin Hangers . . . . . . . . . . . . .110JR Standard Joist Hangers . .91, 94-95JUS Slant Nail Joist Hangers . . . . . .92,

94-99, 210KAG Angle Gussets . . . . . . . . . . . . . .76KB Beam & Purlin Hangers . . . . . . .101,

103-105, 206, 209KCB Column Bases . . . . . . . . .60, 210KCBQ Column Bases . . . . . . . . . . . .59

KCC Column Caps . . . . . . . .65-66, 210KCCC Column Caps . . . . . . . . . .65-66KCCO Column Caps . . . . . . . . . .65-66KCCOB Column Caps . . . . . . . . .65-66KCCQ Column Caps . . . . . . . . . . . . .64KCCT Column Caps . . . . . . . . . . .65-66KECC End Column Caps . . .65-66, 210KECCL End Column Caps . . . . . .65-66KECCO End Column Caps . . . . .65-66KECCQ End Column Caps . . . . . . . .64KEG Glulam Beam Hangers . . . . .150,

206, 208-209KF Panel Hangers . . . . . . . . . . . . . .109KFHA Strap Ties . . . . . . . . . . . . .79-80KFTA Floor Tie Straps . . . . . . . . . . . .83KGB Glulam Hangers . . .151, 206, 209KGH Floor Girder Hangers . . . .39, 206,

208-209KGLB Laminated Beam Seats . . . . .38KGLBT Laminated Beam Seats . . . .38KGLS Glulam Saddle Hangers . . .155,

206, 208-209KGLST Glulam Saddle Hangers . .155,

206, 208-209KGLT Glulam Beam Hangers . . . . .152,

206, 208-209KHB Beam & Purlin Hangers . . . . .101,

103-105, 206, 209KHC Hinge Connectors . . . . . .153-154KHCT Hinge Connectors . . . . .153-154KHCCT Hinge Connectors . . . .153-154KHCST/KHCSTR Seismic

Straps . . . . .153-154KHGB Glulam Hangers . . . . .151, 206,

209KHGLB Laminated Beam Seats . . . .38KHGLS Glulam Saddle Hangers . .155,

206, 208-209KHGLST Glulam Saddle

Hangers . .155, 206, 208-209KHGLT Glulam Beam Hangers . . .152,

206, 208-209KHHB Beam & Purlin Hangers . . . .101,

103-105, 206, 209KHHB Glulam Hangers . . . . .151, 206,

209KHL Heavy Angles . . . . . . . . . . . . . .75KHSA Connector Straps . . . . . . . . . .86KHST Strap Ties . . . . . . . . . . . . . . . .82KHW Top Flange Hangers . . .102-105,

206, 208-209KLB Beam & Purlin Hangers . . . . .101,

103, 206, 209KLCC Lally Column Caps . . . . . .63-64KLEG Glulam Beam Hangers . . . . .150,

206, 208-209KLFTA Floor Tie Strap . . . . . . . . . . .83KMEG Glulam Beam Hangers . . . .150,

206, 208-209

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Reference Number Index on next pageNew Products

KNS1 Protection Plate . . . . . . . . . . .196KRPS Strap Ties . . . . . . . . . . . .82, 210KSA Connector Straps . . . . . . . . . . .86KSCT68 Corner Tie . . . . . . . . . . . . .204KST Strap Ties . . . . . . . . . . . . . . .79-81KSTI Strap Ties . . . . . . . . . . . . . .79-81KTS Twist Straps . . . . . . . . . . . . .83-84KVB Knee Braces . . . . . . . . . . . . . . .87KVBI Knee Braces . . . . . . . . . . . . . . .87L Straps . . . . . . . . . . . . . . . . . . .77, 210LBH Beam Hangers . . . . .127,135-146,

206, 208-209LBP Bearing Plates . . . . . . . . . .26, 210LBPS Bearing Plates . . . . . . . . .26, 210LDSC4 Drag Strut Connector . . . . .191LFTA6 Twist Strap . . . . . . . .83-84, 210LH Straps . . . . . . . . . . . . . . . . . . . . . .77LPTA Embedded Truss Anchors . . 157LS Light Slope Hangers . . . . . . . . .106LSSH Slope/Skew Hangers . . . . . .148,

206-207, 210LSTA Strap Ties . . . . . . . . . . . . . .79-80LSTAD Foundation Straps . . . . . .49-50LSTI Strap Ties . . . . . . . . . . . . . . .79-80LTS Tension Ties . . . . . . . . . . . . .42-43LTTI31 Tension Tie . . . . . . . . . . . .42-43LTW Twist Straps . . . . . . . . .83-84, 210LUGT Girder Tiedowns . . . . . . .164-165MB16 Bridging . . . . . . . . . . . . .195-196MBG Bridging . . . . . . . . . . . . . .195-196MP Framing Angles . . . . . . .71-72, 210MP34 Framing Angle . . . . . .69-70, 210MPA1/MPA1F Framing Angles . .69-70,

210MPAHD Foundation Strap . . . . . .47-48MP_F Multi-Lateral Plate Ties . . .69-70,

210MPH Masonry Hangers . . . . . .113-114,

128-138, 140-146, 206, 208-209MRT7 Power Nail Hanger . . . . . . . .205MSH Strap Hangers . . . . .175-178, 210MSH213L/R Skewed Truss Hanger 178MSSH217 Skewed Hanger . . . . . . .179MSTA Strap Ties . . . . . . . . .79-80, 210MSTC Strap Ties . . . . . . . . . . . . .79-81MTHF Power Nail Hangers . . . . . . .205MTS27B Tension Tie . . . . . . . . . .42-43MTW Twist Straps . . . . . . . .83-84, 210MUGT15 Girder Tiedown . . . . . . . . .165N Bridging . . . . . . . . . . . . . . . . . . . .194N Nails . . . . . . . . . . . . . . . . .20-21, 210NFM Masonry Hangers . . . . . 115, 206,

208-209NOP Moisture Barrier Plates . . . . . .157 NP Mending Plates . . . . . . . . . . . . .204NPA Mending Plates . . . . . . . . . . . .204O Bridging . . . . . . . . . . . . . . . . . . . .194Ornamental series . . . . . . . . . . . . . .77PA Post Anchors . . . . . . . . . . . .55, 210PA Purlin Anchors . . . . . . . .51-52, 210

PA(E) Post Anchors . . . . . . . . . .55, 210PAHD42 Foundation Strap . . . . . .47-48PAI Purlin Anchors . . . . . . . . . . . .51-52PAT Purlin Anchors . . . . . . . . . . . .51-52PATM25 Purlin Anchor . . . . . . . . .51-52PAU Post Anchors . . . . . . . . . . .55, 210PB Post Caps . . . . . . . . . . . . . .62, 210PBC Post Beam Corner . . . . . .63, 210PBES Post Caps . . . . . . . . . . . .62, 210PBS Post Caps . . . . . . . . . . . . .62, 210PC Plywood Clips . . . . . . . . . . . . . .203PCM Post Caps . . . . . . . . . . . . .61, 210PCP Plastic Post Caps . . . . . . . . . .201PH Top Flange Hangers . . . . .128-131,

137, 206, 208-209PHD Predeflected Holdowns . . . . . . .41PHG Panel Hangers . . . . . . . . . . . .109PHI I-Joist Top Flange Hangers . . . . . . .

128-139, 206, 208-209PHM Top Flange Hangers . . . .128-146,

206, 208-209PHX Top Flange Hangers . . . .128-129,

133-146, 206, 208-209PHXU Top Flange Hangers . . .128-131,

135-138, 142-146, 206, 208-209PL4 Protection Plate . . . . . . . . . . . .196PRPL Mending Plates . . . . . . . . . . .204PRT2 Pipe Rail Tie . . . . . . . . .199, 210PS Strap Ties . . . . . . . . . . . . . . .82, 210PWFS24 Wood Foundation Strap . . .87RFUS Uplift Girder Tie . . . . . . . . . . .163RP6 Retro Plate . . . . . . . . . . . . . . . . .39RS Coiled Strapping . . . . . . . . .78, 210RSPT Stud Plate Ties . . . . . . . .73, 210RT Hurricane/Seismic Anchors . . . . . . .

167-169, 210RT Strap Rafter Ties . . . . . . . . . 85, 210RUSC Strap Connector . . . . . . . . . .162RWB Wall Bracing . . . . . . . . . .197-198S01 Holdown Framing Anchor . . . . . .74S Plywood Clips . . . . . . . . . . . . . . . .203S Wall Bracing . . . . . . . . . . . . .197-198SBP Bearing Plates . . . . . . . . . . . . .187SCA Stair Angles . . . . . . . . . . .201, 210SDJT14 Deck Post Tie . . . . . .200, 210SDPT Deck Post Ties . . . . . . .200, 210SFA Foundation Anchors . . . . . . . . . .37SFC Framing Clips . . . . . . . . . . . . . .74SFJA Foundation Anchor . . . . . . . . .37SFP Fence Post Connectors . . . . . .198SGP Strap Truss Tiedowns . . . . . . 161SHA Masonry Uplift Connectors . . .166SKH Skewed 45° Hangers . . .107-108,

206-207, 210SKHH Skewed 45°

Hangers . . . .107-108, 206-207SMP Fence Post Connectors . . . . .198SNP3 Skewed Nail Plate . . . . . . . . .180SP Speed Prong Hangers . . .91, 94-95Specialty Options . . . . . . . . . .206-209

Specification Tools . . . . . . . . . . . .211SPT Stud Plate Ties . . . . . . . . .73, 210SPTH Stud Plate Ties . . . . . . . .73, 210ST24H Truss Brace & Spacer . . . . .190ST Foundation Anchors . . . .36-37, 210ST Strap Ties . . . . . . . . . . . . . . . .79-80STAD Foundation Straps . . . . . . .49-50STB Anchor Bolts . . . . . . . . .34-35, 210STBL Anchor Bolts . . . . . . . .34-35, 210STC Scissor Truss Clips . . . . . . . . .186STS Stud Shoes . . . . . . . . . . . . . . .198SUH Joist Hangers 91, 94-100, 206-207SW Top Flange Hangers . . . . .102-105,

206, 208-209SWH Top Flange Hangers . . . .102-105,

206, 208-209T Hoist Plates . . . . . . . . . . . . . . . . .202T Straps . . . . . . . . . . . . . . . . . . .77, 210TA Truss Anchors . . . . . . 159-160, 210TA Foundation Straps . . . . . . . .50, 210TAPL Truss Anchors . . . . . . . . 160-161TAR Truss Anchors . . . . . . . . .159-160TD Holdowns . . . . . . . . . . . . . . . .44-45TDL Concrete Angles . . . . . . . .53, 210TDS Holdowns . . . . . . . . . . . . . . . . . .53TDX Holdowns . . . . . . . . . . .44-45, 210TFI Top Mount Hangers . .126, 132-135,

138-139TFL Top Mount Hangers .126, 131-134TH Straps . . . . . . . . . . . . . . . . . . . . . .77THD Face Mount Truss Hangers . . . . . .

122-125, 172, 206-207, 210THDH Face Mount Hangers . .122-125,

173, 206-207THF Face Mount Hangers . . . . . . .121,

123-125, 206-207THO Top Mount Hangers .126, 130-143TMP Rafter-To-Plate Connectors . . .147TMPH Rafter-To-Plate Connectors .147TMU26 Light Slope Hanger . . .106, 210TPP Mending Plates . . . . . . . . . . . .204TR Roof Truss Ties . . . . . . . . . . . . .188TS Truss Spacer . . . . . . . . . . . . . . .191TSX Truss Spacers . . . . . . . . . . . . .191UGTS Uplift Girder Ties . . . . . .162-163UMH Universal Masonry Hangers . .114UPHD8 Holdown . . . . . . . . . . . . . . . .46USC Uplift Girder Ties . . . . . . . 162-163WAS Wet Post Anchors . . . . . . .56, 210WB Wall Bracing . . . . . . . . . . .197-198WBC Wall Bracing . . . . . . . . . .197-198WBT Wall Bracing . . . . . . . . . .197-198WE Wet Post Anchors . . . . . . . .56, 210WG Concrete Form Wedge . . . . . . . .35WS Wood Screws . . . . . . . . . . . 22, 210WS Wood Screw Applications . . .23-25WT22 Wall Ties . . . . . . . . . . . . . . . .202WUSC Uplift Girder Ties . . . . . . . . . 163ZC Blocking Supports . . . . . . . . . . .188


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About the Reference NumbersReference numbers shown throughout thecharts in this catalog are part numbers whichmay be more familiar to customers in variousregions of the United States. These areincluded for the convenience of our newcustomers who have recently switched from acompetitor’s product line to USP.

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

A Angle . . . . . . . . . . . . . . . . . . .53, 71-72, 76A34, A35 Anchor . . . . . . . . . . . . . . . . . . . .70AB Post Base . . . . . . . . . . . . . . . . . . . . . .55ABE Post Base . . . . . . . . . . . . . . . . . . . . .55ABU Post Base . . . . . . . . . . . . . . . . . . . . .55AC Post Cap . . . . . . . . . . . . . . . . . . . . . . .62ACE Post Cap . . . . . . . . . . . . . . . . . . . . . .62AM Anchormate® Bolt Holder . . . . . . . . . .32B Hanger . .103-105, 131, 137-138, 145-146BC Base . . . . . . . . . . . . . . . . . . . . . . . . . .58BC Cap . . . . . . . . . . . . . . . . . . . . . . . . . . .62BI Hanger . . . . . . . . . . . . . . . . . . . . .135-145BP Bearing Plate . . . . . . . . . . . . . . . . . . . .26BT Brick Tie . . . . . . . . . . . . . . . . . . . . . . .202CB Column Base . . . . . . . . . . . . . . . . . . . .60CBQ Column Base . . . . . . . . . . . . . . . . . .59CBS Column Base . . . . . . . . . . . . . . . . . .59CBSQ Column Base . . . . . . . . . . . . . . . . .58CC Column Cap . . . . . . . . . . . . . . . . . . . .65CCQ Column Cap . . . . . . . . . . . . . . . . . . .64CMST Strap . . . . . . . . . . . . . . . . . . . . . . . .78CMSTC Coiled Strap . . . . . . . . . . . . . . . . .78CPS Composite Standoff . . . . . . . . . . . . . .63CS Strap . . . . . . . . . . . . . . . . . . . . . . . . . .78CWB Wall Bracing . . . . . . . . . . . . . . . . . .198DBTZ Deck Tie . . . . . . . . . . . . . . . . . . . .200DJT Deck Tie . . . . . . . . . . . . . . . . . . . . . .200DPT Deck Tie . . . . . . . . . . . . . . . . . . . . .200DS Drywall Stop . . . . . . . . . . . . . . . . . . .203DSC Drag Strut Connector . . . . . . . . . . .191DSP Double Stud Plate . . . . . . . . . . . . . . .73DTC Roof Truss Clip . . . . . . . . . . . . . . . .188ECC Column Cap . . . . . . . . . . . . . . . . . . .65ECCQ Column Cap . . . . . . . . . . . . . . . . . .64EG Hanger . . . . . . . . . . . . . . . . . . . . . . . .150EPB Post Base . . . . . . . . . . . . . . . . . . . . .57EPC Post Cap . . . . . . . . . . . . . . . . . . . . . .61F Hanger . . . . . . . . . . . . . . . . . . . . . . . . .109FA Foundation Anchor . . . . . . . . . . . . . . . .37FB Fence Bracket . . . . . . . . . . . . . . . . . .199FC Framing Clip . . . . . . . . . . . . . . . . . . . .74FJA Anchor . . . . . . . . . . . . . . . . . . . . . . . .37FTA Floor Tie Anchor . . . . . . . . . . . . . . . .83GB Hanger . . . . . . . . . . . . . . . . . . . . . . .151GBC Gable Bracing . . . . . . . . . . . . . . . . .169GH Hanger . . . . . . . . . . . . . . . . . . . . . . . .39GLB Beam Seat . . . . . . . . . . . . . . . . . . . .38GLBT Beam Seat . . . . . . . . . . . . . . . . . . .38GLS Hanger . . . . . . . . . . . . . . . . . . . . . .155GLT Hanger . . . . . . . . . . . . . . . . . . . . . . .152GLTV Hanger . . . . . .135-138, 140, 143-146H Hurricane Ties . . . . . . . . . . . . . . . .84, 169HB Hanger . . . . . . . . . . . . . . . . . . . . . . . .139HCA Hinge Connector . . . . . . . . . . . . . . .153HCP Hip Corner Plate . . . . . . . . . . . . . . .169HCST Strap . . . . . . . . . . . . . . . . . . . . . . .154

HDA Holdown . . . . . . . . . . . . . . . . . . . . . .45HETA Truss Anchor . . . . . . . . . . . . . . . . .160HETAL Truss Anchor . . . . . . . . . . . . . . . .161HFN Hanger . . . . . . . . . . . . . . . . . . . . . .109HGA Gusset Angle . . . . . . . . . . . . . . . . .167HGAM Gusset Angle . . . . . . . . . . . . . . . .167HGB Hanger . . . . . . . . . . . . . . . . . . . . . .151HGLB Beam Seat . . . . . . . . . . . . . . . . . . .38HGLS Hanger . . . . . . . . . . . . . . . . . . . . .155HGLT Hanger . . . . . . . . . . . . . . . . . . . . .152HGLTV Hanger . . . . . . . . .135-138, 143-146HGT Girder Tiedown . . . . . . . . . . . . . . . .166HGUS Hanger . . . . . . . . . . . . .124-125, 173HH Hanger . . . . . . . . . . . . . . . . . . . . . . . . .75HHB Hanger . . . . . . . . . . . . . . . . . . . . . .151HHUS Hanger . . . . . . . . . . . . . .124-125, 172HIT Hanger . . . . . . . . . . . . . . . .132-134, 139HL Angle . . . . . . . . . . . . . . . . . . . . . . . . . .75HL Tie . . . . . . . . . . . . . . . . . . . . . . . . . . . .76HPA Purlin Anchor . . . . . . . . . . . . . . . . . . .52HPAHD Holdown . . . . . . . . . . . . . . . . . . . .48HS Hurricane Tie . . . . . . . . . . . . . . . . . . .169HSA Strap . . . . . . . . . . . . . . . . . . . . . . . . .86HST Strap . . . . . . . . . . . . . . . . . . . . . . . . .82HSUR/HSUL Hanger . . . . . . . . . . . . . . . .108HT Tie . . . . . . . . . . . . . . . . . . . . . . . . . . . .77HTS Twist Strap . . . . . . . . . . . . . . . . . . . . .84HTSM Twist Strap . . . . . . . . . . . . . . . . . . .85HTT Tension Tie . . . . . . . . . . . . . . . . . . . .43HU Hanger . . . . . . . . . . . . .94-100, 123-125HUS Hanger . . . . . . . . . . . . .94-98, 123, 174HUTF Hanger . . . . . . . . . . . . . . . . . .103-105HW Hanger . . . .132-133, 136, 140-141, 144HWI Hanger . . . . . . .134, 136-139, 144-146HWU Hanger . . . . . . . . . . .135-138, 143-146IS Insulation Support . . . . . . . . . . . . . . . .203ITT Hanger . . . . . . . . . . . .130-134, 136-138IUS Hanger . . . . . . . . . . . . . . . . . . . . . . .123IUT Hanger . . . . . . . . . . . . . . . . . . . .123-124JB Hanger . . . . . . . . . . . . . . . . . . . . . . . .103L Angle . . . . . . . . . . . . . . . . . . . . . . . . . . .72L Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . .77LB Hanger . . . . . . . . . . . . . . . . . . . . . . . .103LBOLT Anchor Bolt . . . . . . . . . . . . . . . . . .35LBP Bearing Plate . . . . . . . . . . . . . . . . . . .26LBV Hanger . . . . . . . . . . . . . . . . . . .139-140LCB Column Base . . . . . . . . . . . . . . . . . .60LCC Lally Column Cap . . . . . . . . . . . . . . .64LEG Hanger . . . . . . . . . . . . . . . . . . . . . .150LFTA Floor Tie Anchor . . . . . . . . . . . . . . .83LGT Girder Tiedown . . . . . . . . . . . . . . . .165LPC Post Cap . . . . . . . . . . . . . . . . . . . . . .62LS Angle . . . . . . . . . . . . . . . . . . . . . . . . . .71LSSU Hanger . . . . . . . . . . . . . . . . . . . . .148LSTA Strap Tie . . . . . . . . . . . . . . . . . . . . .80LSTHD Holdown . . . . . . . . . . . . . . . . . . . .49LSTI Strap Tie . . . . . . . . . . . . . . . . . . . . . .80LSU Hanger . . . . . . . . . . . . . . . . . . . . . . .106LTA Truss Anchor . . . . . . . . . . . . . . . . . .157LTB Bridging . . . . . . . . . . . . . . . . . . . . . .194LTP Framing Anchor . . . . . . . . . . . . . . . . .70LTS Twist Strap . . . . . . . . . . . . . . . . . . . .84LTT/LTTI Tension Tie . . . . . . . . . . . . . . . . .43LU Hanger . . . . . . . . . . . . . . . . . . . . . .94-95LUS Hanger . . . . . . . . . . . . . . . . . . . . .94-99MAB Mudsill Anchor . . . . . . . . . . . . . . . . .37MAS Mudsill Anchor . . . . . . . . . . . . . . . . .37MBHA Masonry Hanger . . . . . . . . . . . . .115MEG Hanger . . . . . . . . . . . . . . . . . . . . . .150META Truss Anchor . . . . . . . . . . . . . . . . .160MGT Girder Tiedown . . . . . . . . . . . . . . . .165MIT Hanger . . . . . . . . . . . .132-138, 140-141MIU Hanger . . . . . . . . . . . . . . . . . . .123-125MMLU Hanger . . . . . . . . . . . . . . . . . . . . .205

MP Mending Plate . . . . . . . . . . . . . . . . . .204MST Strap Tie . . . . . . . . . . . . . . . . . . . . . .81MSTA Strap Tie . . . . . . . . . . . . . . . . . . . . .80MSTC Strap Tie . . . . . . . . . . . . . . . . . . . . .81MSTI Strap Tie . . . . . . . . . . . . . . . . . . . . .81MTHM Hanger . . . . . . . . . . . . . . . . . . . . .182MTS Twist Strap . . . . . . . . . . . . . . . . . . . .84MTT Tension Tie . . . . . . . . . . . . . . . . . . . .43Nails . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20NC Nailless Bridging . . . . . . . . . . . . . . . .195NCA Nailless Bridging . . . . . . . . . . . . . . .196NS Nail Stopper . . . . . . . . . . . . . . . . . . . .196O Ornamental . . . . . . . . . . . . . . . . . . . . . .77PA Holdown . . . . . . . . . . . . . . . . . . . . . . . .50PA/PATM Purlin Anchor . . . . . . . . . . . . . . .52PAHD Holdown . . . . . . . . . . . . . . . . . . . . .48PAI Purlin Anchor . . . . . . . . . . . . . . . . . . .52PAT Purlin Anchor . . . . . . . . . . . . . . . . . . .52PB Post Base . . . . . . . . . . . . . . . . . . . . . .56PBS Post Base . . . . . . . . . . . . . . . . . . . . .56PC Post Cap . . . . . . . . . . . . . . . . . . . . . . .61PF Hanger . . . . . . . . . . . . . . . . . . . . . . . .110PGT Pipe Tie . . . . . . . . . . . . . . . . . . . . . .199PHD Holdown . . . . . . . . . . . . . . . . . . . . . .41PS Strap . . . . . . . . . . . . . . . . . . . . . . . . . .82PSCL Sheathing Clip . . . . . . . . . . . . . . .203PSPNZ Protective Plate . . . . . . . . . . . . .196RP Retro Plate . . . . . . . . . . . . . . . . . . . . .39RPS Strap Tie . . . . . . . . . . . . . . . . . . . . . .82RSP Stud Plate Tie . . . . . . . . . . . . . . . . . .73S/HD Holdown . . . . . . . . . . . . . . . . . . . . . .53SA Strap . . . . . . . . . . . . . . . . . . . . . . . . . .86SDS Screw . . . . . . . . . . . . . . . . . . . . . .22-25SP Stud Plate Tie . . . . . . . . . . . . . . . . . . .73SPH Stud Plate Tie . . . . . . . . . . . . . . . . . .73SSP Single Stud Plate . . . . . . . . . . . . . . . .73SSTB Anchor Bolt . . . . . . . . . . . . . . . . . . .35ST Strap Tie . . . . . . . . . . . . . . . . . . . . . . .80STC Roof Truss Clip . . . . . . . . . . . . . . . .188STHD Holdown . . . . . . . . . . . . . . . . . . . . .49SUR/SUL Hanger . . . . . . . . . . . . . . .107-108T Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . .77TA Staircase Angle . . . . . . . . . . . . . . . . .201TB Tension Bridging . . . . . . . . . . . . . . . .194TBE Truss Enhancer . . . . . . . . . . . . . . . .187TC Truss Connector . . . . . . . . . . . . . . . .186THA Hanger . . . . . . . . . . . . . . . . . . .176-177THAC Hanger . . . . . . . . . . . . . . . . . .176-177THAI Hanger . . . . . . . . . . . . . . . . . .176-177THGA Hanger . . . . . . . . . . . . . . . . . . . . .183THGB Hanger . . . . . . . . . . . . . . . . . . . . .183THGBH Hanger . . . . . . . . . . . . . . . . . . . .183THMA Hanger . . . . . . . . . . . . . . . . . . . . .184TJC37 Truss Connector . . . . . . . . . . . . .180TP/TPA Tie Plate . . . . . . . . . . . . . . . . . . .204TS Twist Strap . . . . . . . . . . . . . . . . . . . . . .84TSB Truss Spacer . . . . . . . . . . . . . . . . . .190TSF Truss Spacer . . . . . . . . . . . . . . . . . .191TSS Truss Seat . . . . . . . . . . . . . . . . . . . .157TWB Wall Bracing . . . . . . . . . . . . . . . . . .198U Hanger . . . . . . . . . . . . . . . . . .94-100, 125VB Knee Brace . . . . . . . . . . . . . . . . . . . . .87W Hanger . . . . .103-105, 130-131, 133-134,

136-139W Wedge . . . . . . . . . . . . . . . . . . . . . . . . . .35WB/WBC Wall Bracing . . . . . . . . . . . . . .198WM Hanger . .113-114, 130-138, 140, 143-146WNP Hanger . . . . . . . . . . . . . . . . . .103-105WP Hanger . . . . . . . . . . . .130-134, 136-146WPU Hanger . . . . . . . . . . . . . . . . . . . . . .131WT Wedge Form Tie . . . . . . . . . . . . . . . . .35Z Clip . . . . . . . . . . . . . . . . . . . . . . . . . . . .188

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®Product Information

Code Evaluations

Most USP structural products listed in this cataloghave been evaluated or are in the submittal stage forevaluation from one or more of the following code authorities.With the consolidation of former evaluation services (ICBOES, NES, SBCCI PST & ESI, and BOCAI evaluation services) into ICC Evaluation Service, Inc. (ICC-ES), many ofour evaluation reports now have the status of ICC-ES“Legacy Reports”. The ICC-ES Web Site provides additionalinformation, and may be accessed at http://www.icc-es.org.

ICC-ES- ICC Evaluation Service, Inc. ESR-1178, 1702

NES Legacy Reports. (Formerly NES) -NER-478, 505, 510, 530, 532, 564, 568, 608

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

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

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

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

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

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

Other code agencies may require specific reductions and limitations and may have different load values than those presented in this catalog. USP recommends consulting specific code evaluation or product acceptancecriteria reports that govern in the applicable area. Any questions about current code listings should be directed to the Technical Assistance staff. USPcontinuously updates code reports to reflect new standards and requirements. Visit USP’s Web Site,www.USPconnectors.com/codereports.htm, or specificcode agencies web sites for current listings. Code evaluationreports referenced in this catalog may not apply to all stocknumbers or product series listed.

Code Watch“Code Watch” items are included to highlight some sectionsof the model building codes that discuss the use of productscontained in this catalog. The user is strongly encouraged toconsult with a qualified design professional to review theexact requirements of the relevant code references. Pleasenote that not all code sections relating to the use of products contained in this catalog are included. In addition, somestates and local municipalities have developed amendmentsto the referenced code section. Shown references are for the2003 International Residential Code (IRC), 2003International Building Code (IBC), and 1997 Uniform BuildingCode (UBC).

Corrosion Resistant Finishes

USP Structural Connectors® offers three options for improved corrosion resistance:

Gold Coat (GC) – gold coat is a proprietary multi-layer protection system. It is comprised of an organic top coat barrierlayer and a zinc layer placed over a steel substrate.

Required Fastener: Gold Coat fasteners

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

Required Fastener: Hot-dip galvanized fasteners

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

Required Fastener: Hot-dip galvanized fasteners

Stainless Steel (SS) – is the best option for corrosion protection. Quality stainless steel (316SS grade steel)is used to fabricate connectors. Although costs are higher, some applications may need the virtual corrosionproof quality of stainless steel.

Required Fastener: Stainless Steel fasteners


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JJooiisstt HHaannggeerrColgador de vigas

• Nails/Clavos: (8) 10d HDG.• As a minimum, recommended in outdoor

applications and with treated wood.Recomendado para las aplicacionesen exteriores y con madera tratada.

JUS26-TZRef #: LUS26Z

22 xx 66--88G -185 G a l v an i z a t i o n

TRIPLE ZINC

www.USPconnectors.com

ParaFor use with treated wood

Madera Tratada

Burnsville, MN • Phone: 1-800-328-5934 • Fax: 1-507-364-8762www.USPconnectors.com

JUS26-TZ

100 PCS.

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

2 x 6-8

100 PCS.

Joist Hanger Colgador de vigas Étrier à solive

G - 1 8 5 G a l v a n i z a t i o nTRIPLE ZINC

Nails/Clavos/Clous: (8) 10d HDG.

As a minimum, recommended in outdoorapplications and with treated wood.

Recomendado para las aplicaciones enexteriores y con madera tratada.

Au minimum, recommandé dans lesapplications extérieures et sur le bois traité.

Corrosion Resistant • Resistente a la corrosion • Resistente a la corosiónFor use withtreated wood

Para

Madera Tratada

JUS26-TZRef#: LUS26Z

USP# JUS26-TZRef# LUS26ZNER-608, ICBO 5356, FL821.42

Triple Zinc G-185

Connectors

0 08 1 9 4 2 1 0 0 6 1

Bin Card

Product Label

Carton Label

USP recommendation andstandards that are met withthe Triple Zinc coating.

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

Part number is referencedwith a TZ at the end for

Triple Zinc products.

USP recommendationand standards met with

Triple Zinc coating.

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

Triple Zinc G-185 isreferenced abovethe bar code.

Connector Use with Preservative Treated WoodIn cooperation with the Environmental Protection Agency,chemical producers in the treated wood industry agreed todiscontinue the use of Chromated Copper Arsenate (CCA) formost residential applications at the end of 2003. In place ofCCA, treated wood suppliers use copper based alternativetreatment chemicals such as Amine/Ammoniacal CopperQuat (ACQ, ACQ-D), and Copper Azole (CBA-A, CA-B).Sodium Borate (SBX, DOT) is also used primarily in sill plateapplications. Testing conducted by USP and others in theindustry have concluded that ACQ and Copper Azole woodtreatments are more corrosive to metals while Sodium Boratetreatments are less corrosive to metals than traditionally usedCCA treatments are. A key factor in this increased corrosionis the amount of copper used in the treatment chemical. TheACQ and Copper Azole treatments contain roughly threetimes the amount of copper and leach more copper than thetraditionally used CCA treatment does.

Corrosion BasicsCorrosion may result when a metal comes in contact with avariety of substances including air, acids, bases, salts, oils,solid or liquid chemicals, and gas vapors. If an electrolyte ispresent, such as water, a metal will form an electric circuitwith a dissimilar metal and galvanic corrosion can take place.Zinc is the metal used in the hot-dip galvanizing process dueto its ability to sacrifice itself while protecting the base steelunderneath. When zinc and copper are in electrical contactwith each other the copper will have a tendency to extractelectrons from the highly reactive zinc at a greater rate, therefore corrosion will take place at a greater rate.

Our new Gold Coat finish provides barrier protection.Simply the barrier prevents a reaction from occurring betweenthe connector and its environment. This specially designedorganic polymer coating and its concealing color is also anattractive option for exposed exterior construction projects.

Corrosion Resistant FinishesUSP provides three different corrosion resistant finishes tocover a range of corrosion performance. Triple Zinc G185

connectors are available as an economical alternative forexterior applications which will provide a minimum level ofprotection. USP recommends that for the highest corrosionprotection available, stainless steel connectors are the bestoption. As an economical alternative to stainless steel ournew Gold Coat connectors are specifically designed for exterior application when in contact with preservative treatedwood. For recommended finishes to be used in specific applications, please refer to our website.

Corrosion Protection Guidelines:• Ask for and follow recommendations of the preservativewood supplier for use of connectors and fasteners in contactwith their brand of treated wood product. • However as an economical alternative to stainless steel,USP recommends the use of Triple Zinc G-185 when in contact with alternative treated woods as a minimum level ofprotection. Gold Coat is specifically designed for improvedcorrosion resistance in exterior environments when in contactwith preservative treated wood.• The use of the correct fastener with the connector is critical.Stainless steel connectors require stainless steel fasteners.For exterior applications, hot-dip galvanized fasteners (HDG)must be used with both Triple Zinc G-185 and hot-dip galvanized (HDG) finishes.• USP’s Zinc dichromate WS Wood Screws are not recommended for use with preservative or fire-retardant treated wood.• For any questions contact USP Technical Assistanceor visit our web site at www.USPconnectors.com <http://www.uspconnectors.com/> .• Gold Coat connectors will be distinguishable from other connectors because of their concealing color. For additionalinformation on the Gold Coat product line, please visit theGold Coat section of our website.• USP clearly differentiates our Triple Zinc products from our standard G90 products. USP’s TZ product identification is embossed on all Triple Zinc products. Following are examples of our carton labels, bin cards for retail displays,and individual product labels.

Light green backgroundcolor indicates a corrosionresistant product.

Yellow oval boldlyhighlights “for usewith treated wood”

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

USP2000-071


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USP manufactures a connector product line second to none in scope and diversity.However, unusual framing needs may requirethe use of a non-catalog product.

Non-catalog product details must be providedby the customer and will be manufactured byUSP Structural Connectors® in accordance to customer specifications. Consult USP’sTechnical Assistance Department for moreinformation.

A full range of shipping options are available,from regular freight to overnight delivery.

Then Hip/Valley Rafter Roof Pitchbecomes . . .

Download

Uplift

Lateral

Out

F1

F1

F2

F2 or F3

Gauge Inches Millimeters Uncoated Steel Galvanized Steel (G90) Triple Zinc

3 1/4 6.0 0.239 -- -- -- --7 3/16 4.5 0.179 0.186 -- --

10 9/64 3.4 0.134 0.138 0.140

11 1/8 3.0 0.120 0.123 0.12512 7/64 2.7 0.105 0.108 0.110

14 5/64 2.0 0.075 0.078 0.08016 1/16 1.5 0.060 0.063 0.065

18 3/64 1.2 0.048 0.052 0.054

20 1/32 1.0 0.036 0.040 0.04222 1/32 0.8 0.030 0.033 0.036

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

Approximate Dimensions Decimals (inches)

0/12 Flat1/12 5

2/12 10

3/12 14

4/12 18

5/12 23

6/12 27

7/12 30

8/12 349/12 37

10/12 40

11/12 42

12/12 45

Rise / Run(inches)

Slope(degrees)

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

3/12 14 3/17 10

4/12 18 4/17 13

5/12 23 5/17 16

6/12 27 6/17 19

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

9/12 37 9/17 28

10/12 40 10/17 30

11/12 42 11/17 33

12/12 45 12/17 35

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

Rise / Run(inches)

Slope(degrees)

Rise / Run(inches)

Slope(degrees)

If common RafterRoof Pitch is . . .

SlopeConversion Table

Perpendicular

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

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

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

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

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

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

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

Allowable Shear on Bending Member1,2,3

Joist or Rafter

WoodSpecies

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

Roof Pitch

Maximum Shear Capacityof Joist or Rafter

U.S. Standard Steel gauge Equivalents in Nominal Dimensions Non-Catalog Products

Load Direction Conventions

HLBH 3

GT 4

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

1) This catalog reflects the most current information regarding USP product line. However, product revisions andnew product additions occur on an ongoing basis. USPStructural Connectors® reserves the right to change specifications, designs, and models at any time withoutnotice and liability for such changes. This catalog may not bereproduced in whole or in part without the prior writtenapproval of USP Structural Connectors®.

2) This catalog reflects design changes and design loadadjustments to some USP products. The information presented in this publication replaces all information published in previous documents, and is valid until December 31, 2008.

3) This Full Line Catalog was designed as a general reference for the USP Product Line. Various specialized publications have been developed for design professionals,truss manufacturers, contractors, retail dealers, and buildingmaterial wholesalers. Product load values may vary from onepublication to another due to recent product testing, changesin regulatory criteria, or code evaluation updates. The mostcurrent product information is available on USP’s Web Site.

4) The type and quantity of fasteners used to install USPproducts is critical to connector performance. To achieve theallowable loads presented in this catalog, all specified fasteners must be used and proper installation proceduresobserved. Verify that the dimensions of supporting membersare sufficient to receive specified fasteners. Any productmodifications void the warranty unless prior written permission of USP Structural Connectors® is obtained.

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

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

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

8) Some USP products show both bolt and nail fasteningschedules. In those cases, specific loads for each has beenidentified. Bolt and nail values cannot be combined unlessnoted otherwise.

9) Load values for 8d, 10d, 16d, and 20d designations in thefastener schedules throughout this catalog refer to commonwire nails unless noted otherwise. Nails shall conform to arecognized national standard, such as ASTM F1667, as prescribed by the model building codes.

10) Fastener installation may cause wood to split and reducea fastener’s ability to carry a load. If wood splitting occurs,consider pre-drilling holes not exceeding 75% of the naildiameter (per the National Design Specification).

11) Bolts specified in this catalog are through-bolts and mustconform to requirements for ASTM A 307 Grade A, or ASMESAE Grade 2, or better unless noted otherwise.

12) Anchor Bolts conform to ASTM F 1554.

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

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

15) Unless otherwise noted, USP products may not be bentor cut in the field to facilitate installation. Field alterations mayweaken steel and cause connector failure at lower than published allowable loads.


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®Product Notes

ISO 9001:2000 Certified

USP Structural Connectors®in Montgomery, Livermore, Largo,

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

ISO 9001:2000

1) Allowable loads for more than one direction for a singleconnection cannot be added together. A design load whichcan be divided into components in the directions given mustbe evaluated as follows:Design shear/allowable shear + design tension/allowable tension < 1.0

2) The allowable loads shown in this catalog are based onAllowable Stress Design methodology. AF&PA has publisheda brochure for calculating soft conversions called Guideline toLRFD for Pre-engineered Metal Connectors for WoodConstruction. Consult USP for assistance in determiningappropriate LRFD values for the products shown in this catalog.

3) Connector ratings may exceed the tensile strength or otheraspects of the wood members involved in the connection. A qualified designer should verify wood member capacitieswhen specifying connectors.

4) Verify that the size of the supporting member can accommodate the connector’s specified fasteners.

5) Some illustrations in this catalog may not reflect additionalmechanical reinforcements which may be required to reducecross grain tension or wood member bending under loading.The design professional is responsible for determining if additional mechanical reinforcement is required.

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

NDS® StandardsUnless otherwise noted, the load resistance values presented in this catalog reflect the calculation criteria setforth in the 1997 or 2005 National Design Specification forWood Construction (NDS®) published by the AmericanForest and Paper Association; with the methodology prescribed in ICC-ES AC13 or other relevant acceptance criteria applied.

MaterialUSP selects steel for its various products in accordance withapplication needs and steel properties, including tensilestrength, ductility, corrosion resistance, gauge, and weldability. See specific code evaluations or consult USP forsteel information on specific products. USP StructuralConnectors® are manufactured from steel which meetsASTM A 653, ASTM A 1011, or ASTM A 36.

Testing and Product Design LoadsOn all structurally-rated products, USP performs full-scaletesting in accordance with ICC-ES AC13, or ASTM D 1761,the standard recognized by all domestic model code agencies. All final testing is conducted by a third-party testinglaboratory. In accordance to these standards the designloads listed are the lowest results obtained from one of thefollowing methods:

1) The lowest ultimate tested load divided by three.2) Lowest load producing 1/8˝ deflection.3) Calculations based on 1997 or 2005 NDS® and current codes.

The listed capacity of some products have been increased inaccordance with the NDS® by applying Duration Factors formechanical fastenings. Stress increases have not beenapplied to steel components of the products.

Floor / Design Load .......100% (no increase).Roof Snow .....................115% of design load for 2-month

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

duration of load.Uplift...............................133% or 160% of design load for

wind/seismic loading based on local code requirements.

Spruce-Pine-Fir or Hem Fir Equivalent CapacityUnless otherwise noted, the published design loads in thiscatalog apply to Douglas Fir-Larch or Southern Pine lumber.When Spruce-Pine-Fir or Hem Fir lumber is used with facemount hangers or straps, the nail shear capacity maybeadjusted according to the chart below.

USP2000-071

Design Notes


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Douglas Fir-Larch (DF-L) 0.50 1.00

Southern Pine (SP) 0.55 1.00

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

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

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

Douglas Fir (S)Hem Fir (N)

0.46 0.88

Allowable Load Adjustment Factor

WoodSpecies

SpecificGravity

AdjustmentFactor

1) Use proper safety equipment during connector installations. Always wear gloves when handling connectors.

2) All field welding should be done in accordance with AWSCodes. Caution: Welding galvanized steel may produceharmful fumes and should only be performed in well-ventilated environments.

3) The type and quantity of fasteners used to install USPproducts is critical to connector performance. To achieve theallowable loads shown in this catalog, install with the fasteners specified for that particular product. Some productsallow for alternate nail installations. Refer to the “OptionalNails for Face Mount Hangers and Straight Straps” chart onpage 22 of this catalog for load adjustments when using alternate nailing. All specified fasteners must be properlyinstalled prior to applying load of any kind to the connection.

4) Drill bolt holes a minimum of 1⁄32˝ and a maximum of 1⁄16˝larger than the diameter of the bolt to be installed (per the2005 NDS®, Section 11.1.2.).

5) Washers should always be used under the head or nut ofa bolt when not in contact with the connector unless notedotherwise.

6) It is permissible to use nail guns to install connectors aslong as the specified nails are installed through prepunchednail holes and all specified nail holes are filled. USPrecommends the use of nail guns featuring hole-locatingmechanisms. Please note that many nail guns use fastenerssmaller than the common nail size and load reductions willresult. Contact USP or visit our Web Site for additional information. Caution: Always follow nail gun manufacturer’ssafety guidelines.

7) Joists installed in hangers should bear fully on the connector seat and shall be cut to fit against the header witha gap no greater than 1⁄8˝ between the joist end and headerface.

8) Multiple-ply members must be fastened securely togetherto act as one member.

9) Top mount hangers shall be installed with the face of thehanger tight to the face of the header.

10) Top mount hangers installed in floor systems may produce unevenness. This may vary by the thickness of thehanger top flange steel and the nail heads. If a problem isanticipated, the effects can be mitigated by dapping the beamor cutting the subfloor at hanger locations. The use of facemount hangers will eliminate this problem.

Installation Notes


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USP2000-071

1-800-328-5934 • www.USPconnectors.com 191-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com

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Nails. . . . . . . . . . . . . . . . . . . . . . Pages 20-21• NA SeriesUSP structural nails and common nail design information.

Wood Screws . . . . . . . . . . . . . . Pages 22-25• WS SeriesUSP self-drilling wood screws.

• Wood Screw ApplicationsInformation on joining multiple ply truss, LVL, or PSL members.

Bolts . . . . . . . . . . . . . . . . . . . . . . . . . . Page 26• B SeriesDesign information on bolts specified for USP product line.

Bearing Plates . . . . . . . . . . . . . . . . . Page 26• BP SeriesStandard bearing plates.

• HBPS/LBPS SeriesSlotted bearing plates.

• LBP SeriesGalvanized standard bearing plates. BP/LBP

B

NA

WS

HBPS/LBPS

FastenersFa

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

Proper fasteners are a critical component in a sound wood frame structure. To ensure successful installations of itsconnectors, USP offers a full range of structurally-rated nails. All galvanized nails supplied by USP are Hot-dipped forgreater corrosion resistance. Stainless steel nails are available on a stock basis size of 8d x 11/2˝ (see Nail Specification table). Any USP connector requiring a NA16D-RS, NA20D, NA25, or NA250 nail is shipped with the nailsattached to the connector in convenient poly bags.

Finish: See chartMaterials: ASTM A 123; ASTM A 153 (HDG)

Installation:• Allowable shear values assume nail embedment into the wood of the entire nail or 10 nail diameters (whichever isless). Otherwise, the nail must be embedded at least 6 nail diameters, with the load reduced using the equation below:

Reduced Load = Published Load x Actual PenetrationNail Diameter x 10

• Load reductions may occur if nails are used other than those specified. See the chart Optional Nails for Face MountHangers and Straight Straps on page 21 for load reduction factors regarding nail substitutions.• For pneumatic nail use, see Installation Notes on page 18 and reference USP’s technical bulletins.

Nails – NA series

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

10d/16d Sinker 9 ga. .148 1.48 0.89 12d 9 ga. .148 1.48 0.89

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

1) Less than the specified nail penetration shall be multiplied by the applicable adjustment factor. 2) For penetration less than this distance, the nail has no value. 3) Penetrations are derived according to the 2005 NDS®.

MinimumPenetration for

Reduced Shear Load2

(inches)

MinimumPenetration forFull Shear Load

(inches)

NailPenny

WireGauge

ShankDiameter(inches)

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

NA11 N8HDG HDG N8-GC -- -- GC

NA11SS SSN8 SS 8d x 1-1/2 0.131 1-1/2 48 143 -- -- -- -- -- -- -- -- -- -- 96 95 94 94 NA9D N10HDG HDG

N10-GC -- -- GC

NA16D N16HDG HDG 16d x 2-1/2 0.162 2-1/2 99 66 192 177 158 147 140 138 136 136 -- -- NA16D-RS -- -- Bright 16d Ring Shank 0.148 3-1/2 140 47 181 164 147 -- -- -- -- -- -- -- -- -- -- -- --

NA21 -- -- HDG 20d x 1-3/4 0.192 1-3/4 81 65 211 184 168 159 152 -- -- -- -- -- -- -- -- NA20D -- -- HDG 20d x 2-1/2 0.192 2-1/2 117 41 231 202 184 174 167 -- -- -- -- -- -- -- --

NA250 N54AHDG HDG 1/4 x 2-1/2 0.250 2-1/2 152 27 275 241 225 216 -- -- -- -- -- -- -- -- -- --

NA25 -- -- HDG 1/4 x 3 0.250 3 183 22 275 241 225 216 -- -- -- -- -- -- -- -- -- -- N8C-GC -- -- GC 8d Common

8d Common -- -- Bright 8d Common N10C-GC -- -- GC 10d Common

10d Common -- -- Bright 10d Common

16d Sinker -- -- Bright 16d Sinker 0.148 3-1/4 117 60 160 154 136 125 118 115 114 113 -- -- N16C-GC -- -- GC 16d Common

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

1) Loads are calculated according to specifications of Part II of the National Design Specifications for Wood Construction (NDS®), 2005 Edition. 2) Loads apply to Douglas Fir-Larch (G=0.50) and Southern Pine (G=0.55). For Spruce-Pine-Fir (G=0.42) multiply above values by 0.86, for other wood types refer to NDS® or consult USP. 3) Shear values assumes full penetration of at least 10 nail diameters. 4) HDG = Hot-Dip Galvanized; GC = Gold Coat: SS = Stainless Steel; Bright = No Finish. 5) For steel with Fu=45,000 psi, and gage minimum bare metal thickness. 6) Fastener values may be increased for duration of load. 7) Withdrawal loads assume full penetration. New products or updated product information are designated in red.

192 177 158 1470.162 3-1/2 138 48

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

Steel GaugeNailsPer Lb.

USPStock No.

NailDiameter

Withdrawal

Load7

111

8d x 1-1/2 -- -- -- -- -- --0.131 1-1/2 94 9448 152 -- -- -- -- 96 95

10d x 1-1/2

-- -- -- --

1140.148 1-1/2 54 100 118 -- -- 126

94

-- -- 112 112 112

940.131 2-1/2 80 126 -- -- 98 96 95 -- --

0.148 3 108 70 -- -- 154 136 125 112

-- --

118 115 114 113

140 138 136 136

Minimum Fastener Penetration table

Nail Specification table

continued on next page

Reduced Fastener PenetrationExample (See chart on left):

HD210 – listed load is 1680 lbs. @100% for 16d common nails.

Reduced HD210 capacity if using a2x DF-L or SP header:

1680 lbs. x 1.5 = 1555 lbs. @ 100%1.62

!

GOLDCOAT

AVAILABLE IN

USP2000-071


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Nails – NA series continuedFa

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Optional Nails Example:

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

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

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

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

No further reductionsare required.

Optional Nails for Face Mount Hangers and Straight Straps load table

NA16D-RS NA16D NA9D NA11NA20D NA21NA25 NA250.250 x 3˝ .250 x 2 1/2˝ .192 x 2 1/2˝ .192 x 1 3/4˝ .148 x 3 1/2˝ .162 x 2 1/2˝ .148 x 1 1/2˝ .131 x 1 1/2˝

DF-L SP S-P-F LVL

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

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

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

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

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

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

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

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

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

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

10d common 16d Sinker 1.00 1.00 0.86 1.00 10d common No. 8 x 1-1/2 Wood Screw 0.72 0.79 0.63 0.72

12d common 10d x 1-1/2 0.97 1.00 0.84 0.97 12d common 16d Sinker 1.00 1.00 0.86 1.00

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

8d common 8d Box 0.75 0.81 0.65 0.75 8d common 8d x 1-1/4 0.76 0.83 0.66 0.76

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

8d x 1-1/2 No. 8 x 1-1/2 Wood Screw 0.86 0.95 0.75 0.86

10d x 1-1/2 8d x 1-1/2 0.86 0.93 0.74 0.86 10d x 1-1/2 No. 8 x 1-1/2 Wood Screw 0.74 0.81 0.64 0.74

1) No. 8 x 1-1/2 Wood Screw has a shank diameter of 0.164˝ and shall conform to ANSI/ASME Standard B18.6.1-1981.

Allowable LoadAdjustment FactorCatalog

Nail

Replacement

Fastener1

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

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

!

GOLDCOAT

AVAILABLE IN

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Wood Screws – WS series

12 Gauge 10 Gauge 7 Gauge 3 Gauge 12 Gauge 10 Gauge 7 Gauge 3 Gauge

Ref. No. Description L SH T Finish1,5

WS15 SDS25112 Zinc

WS15-GC -- -- GC WS17 SDS25134 1/4˝ x 1-3/4˝ 1-3/4˝ 3/8˝ 1-3/8˝ Zinc -- -- 296 293 290 292 -- -- 255 253 251 253

WS2 SDS25200 1/4˝ x 2˝ 2˝ 1/4˝ 1-3/4˝ Zinc -- -- 304 306 313 327 -- -- 262 264 271 284

WS25 SDS25212 1/4˝ x 2-1/2˝ 2-1/2˝ 1/4˝ 2-1/4˝ Zinc 177 304 306 313 327 137 262 264 271 284 WS3 SDS25300 1/4˝ x 3˝ 3˝ 3/4˝ 2-1/4˝ Zinc 229 304 306 313 327 177 262 264 271 284

WS35 SDS25312 1/4˝ x 3-1/2˝ 3-1/2˝ 3/4˝ 2-3/4˝ Zinc 229 304 306 313 327 177 262 264 271 284 WS4 -- -- 1/4˝ x 4˝ 4˝ 1˝ 3˝ Zinc 229 304 306 313 327 177 262 264 271 284

WS45 SDS25412 1/4˝ x 4-1/2˝ 4-1/2˝ 1-1/4˝ 3-1/4˝ Zinc 272 304 306 313 327 216 262 264 271 284

WS6 SDS25600 1/4˝ x 6˝ 6˝ 1-3/4˝ 4-1/4˝ Zinc 272 304 306 313 327 216 262 264 271 284

1) Zinc = Yellow zinc dichromate; GC = Gold Coat. 2) Allowable loads are based on the 1997 NDS®. Light Gauge or 3 Gauge loads given assume use with metal side plates, Fes = 45 ksi. 3) Wood-to-wood loads are based on 1-1/2˝ thick wood side members. 4) Loads are for 100% duration of load factors, and may be increased for other duration factors in accordance with the NDS. 5) Loads are for shear applications when used as described in this catalog. Please contact USP for applications and installations involving tension forces. New products or updated product information are designated in red.

DF-L / SP 2,4

Steel to Wood Steel to Wood

Shear(100)

Shear(100)

Woodto Wood

Shear(100)

Shear(100)

Dimensions

USPStock No.

Shear(100)

Shear(100)

Shear(100)

Woodto Wood

(DF-Lto DF-L)

(S-P-Fto S-P-F)

Shear(100)

S-P-F2,4

1/4˝ x 1-1/2˝ 1-1/2˝ 1/4˝ 1-1/4˝ -- -- 251 248 244 211 211243 -- -- 217 214

The WS Wood Screw is a self-drilling screw used for numerous framing applications. This screw features a reverse locking serration on the bottom ofthe screw head to help prevent over tightening against a steel plate. The USPhead stamp identifies screws for easy inspection.

Screw shear capacities are based on a diameter of 0.242˝ when the shear planeis on the screw shank (SH) and 0.185˝ when the shear plane is on the knurl orthreads (T). USP WS Wood Screws have a bending yield strength of 217,000psi. For conditions not charted here, screw loads may be calculated as shownin the NDS® and increased for duration of load.

Materials: 1/4˝ diameter Grade 5 steelFinish: See chartCodes: ICBO 5634, L.A.City RR 25433

Installation:• Screws are self-drilling.• Install using a low speed clutch drill with 3/8˝ hex head driver. The washerhead should be flat to the surface and the serrations will oppose turning andrelease the clutch. Do not over-tighten the screws.• Installing the screw at an angle may introduce additional bending and tensionforces into the fastener if the screw head is not flat on the bearing surface. Careshould be given to ensure the fastener is installed perpendicular to the plane ofthe side plate.

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

see pages 23-25.

3/8˝

USP name Screw length

Serrations

Beveled reamer on2 1/2˝ or longerWood Screws

Cut threads

Self drilling point

L

T

SH

WS

GOLDCOAT

AVAILABLE IN

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Installation:• Screw spacing shall not be greater than 24˝ on center and less than 4˝ on center. However, the location of any individual screw may be adjusted up to one-half the required screw spacing to avoid lumber defects or interferencewith other hardware.• Load or hanger spacing shall not be greater than 24˝ center-to-center.• The last truss ply must have a minimum of 11/4˝ of screw penetration and no more than 1/8˝ gap between each ply.• Screws cannot be installed through metal truss plates unless the Truss Engineer approves predrilling.• On 2x4 members, use one row of wood screws. On 2x6 and 2x8 use two rows, and on 2x10 use three rows. Staggerall rows.• The truss bottom chord shall have lateral bracing installed as called out by the Truss Engineer to prevent any displacement from torsional forces.• Install screws from one sidewithout flipping the truss.• Top and bottom chordsrequire screws and in somecases the webs may requirescrews.• All lateral bracing should beattached to each truss ply.• Increase edge and end distances if wood splittingoccurs.

Wood Screw Applications – WS seriesFa

sten

ers

Floor Floor Floor

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

WS3 SDS25300 1/4˝ x 3˝ 3˝ 3/4˝ 2-1/4˝ Zinc SH, T 230 265 290 265 305 330 175 200 220

T 230 265 290 265 305 330 175 200 220SH 270 310 340 310 355 390 215 245 270

T 230 265 290 265 305 330 175 200 220

SH 270 310 340 310 355 390 215 245 270

1) Allowable loads are based on 1997 NDS®. 2) The Truss Engineer shall apply all adjustment factors required per 1997 NDS®. 3) Loads are based on 1-1/2˝ thick wood side members. Side and main members of same wood species. 4) SH = screw shank; T = threads.

USPStock No.

ShearPlane

Location

Douglas Fir-Larch(G = 0.50)

Spruce-Pine-Fir(G = 0.42)

Southern Pine(G = 0.55)

Roof

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

SDS25412

SDS25600

4-1/2˝ 1-1/4˝ 3-1/4˝

1-3/4˝ 4-1/4˝6˝ WS6

1/4˝ x 4-1/2˝

1/4˝ x 6˝

WS45 Zinc

Zinc

Roof Roof


Typical Truss Profile (profile may vary)

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

Required Loads:Bottom Chord Load: 500 plf

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

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

2 x 355/500 x # Plys = 2.13 ft.# Plys - 1

Use maximum spacing of 24˝.

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

1 x 245/60 x # Plys = 6.12 ft.# Plys - 1

Use maximum spacing of 24˝.

WS45 Wood Screw Allowable Loads:(Assume shear plane across the screw shank)Southern Pine: 355 Ibs. each at 115%Spruce-Pine-Fir: 245 lbs. each at 115%

Design Example

Joining 2, 3, or 4 Ply Wood TrussesThe installation instructions and design example shown below are intended for a design professional who will beresponsible for determining the location and number of wood screws to adequately transfer all loads on the truss.

Truss top chord

Truss bottom chord

Truss span

2 1/2˝ Min.

1 1/2˝ Min.

1 1/2˝ Min.

Start screws onface that carries

hanger on load

Spacing4˝ min. – 24˝ max.


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

cord

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End of member

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

1 1/2˝ min

4˝ min

2 1/2˝ min

2 1/2˝ min 1 1/2˝ min

H

Wood Screw Applications – WS series continued

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

Installation Notes:• For 2 ply members, wood screws shall be installed with the screw heads in the loaded ply.• For 3 or 4 ply members, wood screws shall be installed in both outer plys.• Designer shall specify all wood screws locations.• Increase edge and end distances if wood splitting occurs.• Stagger all screws installed into the opposite face.• A minimum of 2 rows of screws shall be used for all members with H = 5 1/2˝ and larger.

Ref. No. Description L SH T

1 1000 1500 665 1000 500 7502 750 1125 500 750 375 565

4 750 1125 500 750 375 565

5 665 1000 445 665 335 5003 665 1000 445 665 335 500

6 1000 1500 665 1000 500 750

USPStock No.

2Rows

3Rows

2Rows

MultipleMembers

InstallationFigure3

12˝ O.C. 18˝ O.C.

Wood Screw Spacing

2Rows

3Rows

24˝ O.C.

Maximum Allowable Uniform Loadsthat can be applied to either outside

member (Lbs. Per Lineal Ft.)1,2,4,5,6,7

3-1/2˝ 1˝

Dimensions

3Rows

DF-L / SP

1-3/4˝ 4-1/4˝

WS35

WS6 SDS25600 1/4˝ x 6˝ 6˝

SDS25312 1/4˝ x 3-1/2˝ 2-1/2˝

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

WS35 installed in (2) 13/4˝ Ply



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

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


Recommended Row Guidelines

Serrations

Beveled reamer on2 1/2˝ or longerWood Screws

Cut threads

Self drilling point

L

T

SH


1) Allowable Uniform Loads are based on the 1997 NDS®. 2) Based on Zscrew = 250 lbs. in Douglas Fir-Larch (G=0.50) with a side member thickness of not less than 1-3/4˝. 3) Load values depicted assume all uniform load is applied to the most narrow outside ply only. 4) Load values neglect any contribution of screws installed to opposite side, even if they extend significantly into the loaded ply. 5) Loads are for normal (100%) duration of load, and may be increased in accordance with the code. 6) Uniform loads in table represent the capacity of the fasteners. The capacity of the LVL or PSL beam may be less and should be checked by a qualified designer or with the manufacturer's literature. 7) A qualified designer shall ensure the adequacy of a 7˝ wide beam to resist the applied load on one edge; otherwise, the loads shall be uniformly distributed across the width or applied equally on both sides.

WS

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Wood Screw Applications – WS series continued

Joining 2 Ply 4x2 Floor TrussesThe following information pertains to the use of the USP’s WS6 Wood Screws to fasten together a two-ply 4x2 floor trussgirder, such that the induced loads are supported by both truss plys. Screw spacing and the location of each specificscrew may vary depending on the design criteria for each application, and therefore must be determined by the truss orbuilding designer. However, in the determination of screw locations, the following criterion shall also be considered.These criterion are varying dependent upon how trusses are loaded as follows:

3 1/2˝

1 1/2˝

3 1/2˝ 5/8˝ - 7/8˝

Truss Members

WS6 Wood Screw

Typ. @ all members

Ref. No. WS6 SDS25600 230 265 175

1) Allowable shear loads based on 1997 NDS® and no further increase is allowed.

Allowable Shear Loads1

USPStock No.

Floor(100%)

Floor(100%)

Floor(100%)

Douglas Fir-Larch(G = 0.50)

Southern Pine(G = 0.55)

Spruce-Pine-Fir(G = 0.42)

Applied Concentrated LoadAdditionalWS6 Wood Screw

if necessary12˝max

12˝max

Applied Concentrated LoadWS6 Wood Screw

Uniform/Distributed Load

Concentrated/Point Load

Uniform/Distributed Load

• Screws shall be installed into the top chord with a horizontalspacing between screws of not less than 4-inches on center andnot more than 24-inches on center.• A minimum end distance of 4-inches must be maintained. If

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

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

on the loaded truss. If either ply is “the loaded truss”, the screwsshall be divided between the two plys, with the spacing on eachside twice the minimum indicated above.• The screws shall not be installed through the metal truss plates,

unless approved by the truss designer and the plates are pre-drilled, on each side to a 1/4-inch diameter. Do not drill throughthe wood.• The maximum gap between the wood members of the two

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

capacity and capability of the screws in mind, and shall meet allprovisions of the code and ANSI/TPI.• Individual screw locations may need to be adjusted to avoid

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

Concentrated/Point Load

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

• Loads must occur over a vertical member, and the necessaryconcentration of screws shall be installed in the vertical member.• Additional screws may be installed on the top chord and

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

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

12-inches from the location of the concentrated load.

Screw Detail

Applied distributed loadWS6 Wood Screws

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BP/LBPStandard

Bearing Plate

Typical BearingPlate installation

HBPS/LBPSSlotted Bearing Plate

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

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

HBPS/LBPS – Offers anchor bolt adjustment slots.

LBP – Galvanized finish for corrosion resistance.

Materials: See chartFinish: BP & HBPS – none;

LBP & LBPS – G-185 galvanizingOptions: BP and HBPS models are available in

Hot-dip galvanized except for BP343. To order, add HDG to end of stock number, as in BP1-HDG.

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

For customer convenience, we offer a wide range of bolts specifiedfor the USP product line. Each bolt is shipped with two washers andone hex nut. Connector products requiring bolts for installation havea special, highlighted “bolt box” on or opposite their catalog location.

Materials: Bolts and nuts are standard hexhead conforming to ASTM A 307Grade A or SAE Grade 2 or better.Washers conform to AmericanNational Standard Type Aplain steel, ANSI B.22.1.

Finish: Zinc plated

Installation:• For installation into connectors in general, install with both washersunless otherwise directed in this catalog.

Bolts - B series

Inches Millimeters

3/8 9.50

1/2 12.70

5/8 15.903/4 19.10

7/8 22.20

1 25.40

1-1/8 28.58

1-1/4 31.75

Bolt DiameterConversion

Metric Conversion

Ref. No. W L

LBP12-TZ LBP1/2Z 9/64 2 2 1/2

LBP58-TZ LBP5/8Z 9/64 2 2 5/8

LBP34-TZ -- -- 9/64 2 2 3/4 LBPS12-TZ LBPS1/2Z 9/64 3 3 1/2

LBPS58-TZ LBPS5/8Z 9/64 3 3 5/8 HBPS12 -- -- 1/4 3 3 1/2

HBPS34 -- -- 1/4 3 3 3/4

BP12 BP1/2 3/16 2 2 1/2 BP582 BP5/8-2 3/16 2 2 5/8

BP58 BP5/8 1/4 2-1/2 2-1/2 5/8 BP583 BP5/8-3 1/4 3 3 5/8

BP34 BP3/4 5/16 2-3/4 2-3/4 3/4

BP78 BP7/8 5/16 3 3 7/8 BP1 BP1 3/8 3-1/2 3-1/2 1

BP343 -- -- 1/4 3 3 3/4

USPStock No.

BoltDia.

PlateThickness

(T)

Dimensions

Thread length

Diameter

L

In some applications the code requires specific size plate washers be provided between the foundation sill plate andthe nut. IRC R602.11.1, IBC 2305.3.10, UBC 1806.6.1(2).

Description Description

Dia. x L Dia. x L

B384 3/8 x 4 1 B785 7/8 x 5 2 B125 1/2 x 5 1-1/4 B786 7/8 x 6 2

B126 1/2 x 6 1-1/4 B787 7/8 x 7 2-1/4

B127 1/2 x 7 1-1/2 B788 7/8 x 8 2-1/4 B128 1/2 x 8 1-1/2 B7810 7/8 x 10 2-1/4

B583 5/8 x 3 1-1/2 B103 1 x 3 2-1/4 B584 5/8 x 4 1-1/2 B104 1 x 4 2-1/4

B585 5/8 x 5 1-1/2 B105 1 x 5 2-1/4 B586 5/8 x 6 1-1/2 B106 1 x 6 2-1/4

B587 5/8 x 7 1-3/4 B107 1 x 7 2-1/2

B588 5/8 x 8 1-3/4 B108 1 x 8 2-1/2 B589 5/8 x 9 1-3/4

B5810 5/8 x 10 1-3/4 B343 3/4 x 3 1-3/4

B344 3/4 x 4 1-3/4

B345 3/4 x 5 1-3/4 B346 3/4 x 6 1-3/4

B347 3/4 x 7 2 B348 3/4 x 8 2

B349 3/4 x 9 2

B3410 3/4 x 10 2 B3411 3/4 x 11 2

ThreadLength

USPStock No.

USPStock No.

ThreadLength

W

T

L

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DUCSB

STB/STBL AB

ABC ABSL

ABHS

Concrete & Masonry

ST1-TZ ST2-TZ FA3 SFA SFJA

FBS

ABS12ABH


FT WG

Adhesive & UndercutAnchoring Systems. . . . . . . . . . . Pages 29-31• DUC Series

Ductile Undercut Anchors.

• CIA-EA

High strength epoxy acrylate.

• CIA-GEL 7000

High strength epoxy.

Bolt-Rite™ Products. . . . . . . Pages 32-33• ABH Series

Anchor bolt holder.

• ABHS Series

Anchor bolt holder with spacer.

• ABS12

Anchor bolt stabber for placement in wet concrete.

• ABC Series

Anchor bolt caps used with the ABS, ABH, and ABHS series.

• ABSL Series

Anchor bolt sleeve to raise anchor bolt embedment lines.

• FBS

Form board spacers.

Anchor Bolts . . . . . . . . . . . . . Pages 34-35• STB & STBL Series

USP anchor bolts designed for higher capacity

applications.

• AB Series

USP anchor bolts designed for general capacity

applications.

Concrete Form Ties& Wedge . . . . . . . . . . . . . . . . . . . . . Page 35• FT SeriesLow foundation wall tie.

• WG

Wedge for FT tie.

Foundation Anchors . . . . . . . Pages 36-37• ST Series

Embedded mudsill anchors.

• FA3

Embedded mudsill and stud anchors.

• SFA & SFJA Series

Bolted mudsill anchors for retrofit applications.

DUC

CIA-EA CIA-GEL 7000

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Concrete & Masonry

KGH

KHGLBKGLBTKGLB

RP6

Laminated Beam Seats. . . . . . . . . . . Page 38• KGLB, KGLBT, & KHGLB Series

Seats for beams bearing on concrete or masonry.

Floor Girder Hangers . . . . . . . . . . Page 39• KGH Series

Secures girder beam to foundation wall.

Retro Plate . . . . . . . . . . . . . . . . . . . . Page 39• RP6

Oversized plate to distribute forces on masonry surface.

Installation:

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

Clean the hole using ablow-out bulbor compressedair.

Insert theundercut bitand start therotohammer.Undercutting iscomplete whenthe stoppersleeve is fullycompressed(gap closed).

Clean the holeagain using ablow-out bulbor compressedair.

Insert anchorinto hole. Placesetting sleeveover anchorand drive theexpansionsleeve over the expansioncoupling.

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

Apply propertorque.

DUCUndercut Anchor

DUC UCB Undercut Drill Bit

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

Mechanical anchor expanded into a hole that has been undercut at thebottom using an undercutting drill bit creating a true bearing type anchorthat performs like a cast-in-place headed anchor. Load is transferred intothe concrete through bearing, not friction like traditional expansionanchors. Excellent performance in seismic and dynamic loading conditions. Meets ACI 318-02 Appendix D requirements as a codeanchor, including seismic loading, tension zone, and cracked concreteprovisions.

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

Anchor Body Materials: ASTM A 513 Type 5, or AISI 316 StainlessCodes: ICC-ES ESR-1970, L.A. City RR 25113

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Undercut Anchoring Systems - DUC Ductile Undercut Anchors

Stud Drill Hole Drill Hole Effective Overall Sleeve Allowable Tensile Allowable Shear

Dia. D(b) Dia. D(bit) Depth t Embedment h(ef) Length, l(b) length l(s) Capacity, N(s) Capacity V(s) 38-275L 2-3/4 38-275LT 4-1/2 38-400H 4 38-400HT 5-3/4 12-400L 4 12-400LT 5-3/4 12-500H 5 12-500HT 6-3/4 12-675H 6-3/4 12-675HT 8-1/2 58-450L 4-1/2 58-450LT 6-1/4 58-750H 7-1/2 58-750HT 9-1/4 58-900H 9 58-900HT 10-3/4 34-500L 5 34-500LT 6-3/4 34-1000H 10 34-1000HT 11-3/4

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

USP

Stock No.

9007 4497

19411 9692

4111

6086 3047

13116 6552

1043

4497 2254

3821 1909

6 2087

8235

7-1/2

7-1/2

8-1/2

10-1/4

13

9

14

8-3/8

11-3/8

9

5

10

6-3/4

4-1/2

7-1/2

2-3/4

4

4

5

3/8

1/2

5/8

3/4

3-1/8

4-3/8

4-3/8

5-3/8

7-1/8

5/8

3/4

1

1-1/8

5-1/8

8-1/8

9-5/8

5-5/8

10-5/8

hef

DbitDb

Ds

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CIA-EA – For use in anchoring threaded rod and rebar intonormal and lightweight concrete, stemwalls, concrete block, reinforced brick and unreinforced masonry. Bonds to mostconstruction materials. For use in substrate temperaturesabove 5˚ F.

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

Codes: ICC-ES ESR-1702,L.A. City RR 25113, FL 4928

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

Adhesive Anchoring Systems - CIA-EA

CIA-EA

5° - 10° 12 hrs 36 hrs

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

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

51° - 60° 15 min 70 min

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

80° - 90° 4 min 25 min

CIA-EASubstrate

TemperatureF

Bolt UpTime

Full CureTime

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

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

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

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

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

f'c > 2500 psi

Allowable SteelCapacity for A307

(AISI 1018) rod

Shear Capacity basedon Concrete Strength (Lbs.)

CIA-EA

Tensile(Lbs.)

Shear(Lbs.)

Avg.Allow.

Avg.Ult.

Tensile Capacity basedon Concrete Strength (Lbs.)

RodDiameter

(in)

Drill BitDiameter

(in)

Embed. Depth

(in)

f'c > 2500 psi

Avg.Ult.

CIA-EA

Avg.Allow.

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

6 oz.ACR-6

10 oz.ACR-10

100% 133%

3/8 3-3/8 1-3/4 3160 790 1050

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

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

1) Shear load applied parallel to free edge.

Allowable ShearCapacity (Lbs.)1

Min. EdgeDistance

(in)

Avg. Ult.Capacity

(Lbs.)

RodDiameter

(in)

Embed. Depth

(in)

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

For Applications with USPHoldowns refer to USPAnchor to Connector

Guide (USP1017) or visitwww.uspconnectors.com

Anchor to ConnectorGuide

USP2000-071


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CIA-GEL 7000 – For use in anchoring threaded rod and rebar into normal and lightweight concrete, stemwalls, concrete block, reinforced brick and unreinforced masonry (URM/UMB). Bonds to most construction materials. For use in substrate temperatures above 40˚ F.

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

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

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

Adhesive Anchoring Systems - CIA-GEL 7000

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

61° - 70° 6 hrs 36 hrs

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

SubstrateTemperature

F

CIA-GEL 7000

Bolt UpTime

Full CureTime

100% 133%

5 11120 2780 3705

12 13840 3460 4615

5 19040 4760 6346

12 23640 5910 7880

10 35400 8850 11800

15 41520 10380 13840

Allowable TensileCapacity (Lbs.)

1-3/4

Min. EdgeDistance

(in)

Min. EndDistance

(in)

Avg. Ult.Capacity

(Lbs.)

RodDiameter

(in)

Embed. Depth

(in)

Min. WallWidth(in)

7/8

5/8 9 5

7/8 18 12

2-3/4

1-3/4

812-1/4

100% 133%

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

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

1) Shear load parallel to free edge.

Allowable ShearCapacity (Lbs.)1

RodDiameter

(in)

Embed. Depth

(in)

MinimumEdge

Distance(in)

Avg. Ult.Capacity

(Lbs.)

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

3-3/8 8600 2150 5880 1470

2-1/2 7760 1940 -- -- -- --4-1/2 13980 3495 14220 3555

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

3-3/4 15660 3915 -- -- -- --

6-3/4 26740 6685 27620 69057/8 1 7-7/8 33968 8492 34748 8687 11900 6130

1 1-1/4 9 49320 12330 44720 11180 15540 8000

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

Tensile Capacity basedon Concrete Strength (Lbs.)

RodDiameter

(in)

Drill BitDiameter

(in)

Embed. Depth

(in)

f'c > 2500 psi

CIA-GEL 7000

Allowable SteelCapacity for A307

(AISI 1018) rod

Shear Capacity basedon Concrete Strength (Lbs.)

f'c > 2500 psi

Avg.Ult.

CIA-GEL 7000

Tensile(Lbs.)

Shear(Lbs.)

5/8 3/4 6070

3/4 7/8 8740

1/2 5/8

3/8 1/2 2185

3885

Avg.Allow.

Avg.Ult.

Avg.Allow.

1125

2000

3125

4500

Cure Times

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

Tension Capacities for Threaded Rod Installed in Concrete Stemwall Foundations

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

CIA-GEL 7000

10 oz.GEL-10

22 oz.GEL-22

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Anchor Bolt Holders with Spacers (Bolt Rite™) – ABHS series

Reusable product made of composite plastic that nails to both form boards of a stemwall while accuratelycentering the anchor bolt in the sill plate. The ABHS is embossed with markings to center the anchor bolt in both 2 x 4 and 2 x 6 sill plates. In addition, it is embossed with markings to accurately space form boards for both 6˝ and 8˝ stemwalls. UseUSP’s ABSL Anchor Bolt Sleeves for proper anchor bolt embedment depth with 3x sill plates and USP’s STB Anchor Bolts. Theanchor bolt cap protects the anchor bolt threads during concrete placement.

Materials: Composite PlasticFinish: See chart

Patents: Pending

Installation:Anchor Bolt Installation:• Place ABHS over anchor bolt and screwon cap.• Nail ABHS to form board using embossingfor sill plate width.• For USP’s STB Anchor Bolts, use openingin top cap to properly align anchor bolt.

ABHS Series Installation:• Nail short side of ABHS to form boardaligning the sill plate width marking with theinside of the form board.• Nail the longer side of the ABHS to theform board aligning the stemwall width andsill plate embossing with the inside face ofthe form board.

Typical ABHS12installation

Ref. No. Color

ABH12 AM1/2 1/2 (2) 8d orange

ABH58 AM5/8 5/8 (2) 8d blue

ABH78 AM7/8 7/8 (2) 8d green

1) Anchor bolt caps are included with product.

USPStock No. 1

BoltDia.

FastenerSchedule

Ref. No. Color

ABHS12 -- -- 1/2 (4) 8d orange

ABHS58 -- -- 5/8 (4) 8d blue

ABHS78 -- -- 7/8 (4) 8d green


USPStock No. 1

BoltDia.

FastenerSchedule

Typical ABH12installation

Reusable product made of composite plastic that nails to form board and accurately centers theanchor bolt in the sill plate. The ABH is embossed with markings for both 2 x 4 and 2 x 6 sillplates. Product may be used with standard anchor bolts, J-bolts, and USP’s STB Anchor Bolts.Use USP’s ABSL Anchor Bolt Sleeves for proper anchor bolt embedment depth with 3x sill platesand USP’s STB Anchor Bolts. The anchor bolt cap protects the anchor bolt threads during concrete placement.


Patents: Pending

Installation:• Place ABH over anchor bolt and screw on cap.• Nail ABH to form board using embossing for sill plate width.• For USP’s STB Anchor Bolts, use opening in top of cap to properlyalign anchor bolt. • For STB Anchor Bolts, it may be easier to nail ABH to form prior toplacing it in the anchor bolt.

ABHS12

ABSL585 for USPSTB Anchor Bolt

Typical ABH58installation

ABSL583 for3x sill plate

Typical ABHS58installation

ABH12

Anchor Bolt Holder (Bolt Rite™) – ABH series

USP2000-071

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Form Board Spacer (Bolt Rite™) – FBS

Reusable product made of composite plastic that accuratelyholds form boards for 6˝ and 8˝ stemwalls. Embossed markings ensure accurate placement.


Patents: Pending

Installation:• Nail FBS to form board aligning singleline with inside face of form board.• Nail other end of FBS to form board atdesired stemwall thickness.

Anchor Bolt Stabber (Bolt Rite™) – ABS12

Ref. No. Color

ABS12 -- -- 1/2 orange


USPStock No. 1

BoltDia.

ABC12

ABS12

Typical FBS installation

FBS

For accurate placement of 1/2˝ anchor bolts in wet concrete. Theoutstanding legs are different lengths, with the shorter leg centering the anchorbolt in a 2 x 4 sill plate and the longer leg centering the anchor bolt in a 2 x 6sill plate.


Patents: Pending

Installation:• Slide ABS over anchor bolt and screw on cap.• Place bolt in wet concrete using guides for proper edge distance.

Typical ABS12installation

Anchor Bolt Caps & Sleeves (Bolt Rite™) – ABC & ABSL series

ABC – Designed to be used with the ABS, ABH, and ABHS and protect the threads ofthe anchor bolt during concrete placement. The 5/8˝ and 7/8˝ caps have open tops tosee the identification stamp and alignment indicator of the USP’s STB Anchor Bolt.

ABSL – Anchor Bolt Sleeves used to raise the embedment of the anchor bolt. Usedwith 3x sill plates and USP’s STB Anchor Bolts.

Ref. No. Color

FBS -- -- (4) 8d orange

USPStock No.

FastenerSchedule

ABSL585


Patents: Pending

2 1/4˝Ref. No. L Color

ABC12 -- -- 1/2 -- -- orange -- --

ABC58 -- -- 5/8 -- -- blue -- --

ABC78 -- -- 7/8 -- -- green -- --

ABSL583 -- -- 5/8 3/4 blue 3x sill plate

ABSL585 -- -- 5/8 1-7/8 blue STB Anchor Bolt

ABSL5867 -- -- 5/8 3-9/16 blue STBL Anchor Bolt

ABSL783 -- -- 7/8 13/16 green 3x sill plate

ABSL785 -- -- 7/8 1-3/4 green STB Anchor Bolt

ABSL7867 -- -- 7/8 3-1/2 green STBL Anchor Bolt

USPStock No.

BoltDia.

SleeveApplication

L

E

HEmbedment

line

Identification stamp &

alignment indicator

STB/STBL

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Typical STB/STBLconcrete block installation

Min. rebar length

2x E + 12˝ Min.

5˝ Min.

1 3/4˝ Min.Plan View of

Continuous stem wall installation

30˝ M

in. rebar length

5˝ Min.

13/4˝ Min.

12˝ Min.

Place diagonal in corner position

Plan View ofCorner installation

Min. rebar length

2x E + 12˝ Min.

Place at 45˚diagonally

from wall

Plan View ofEnd wall installation


ESlab

Embedmentline

4˝ Min.

Footing

Typical doublepour installation

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. Featuresrolled threads for high tensile strength.

STB – For monolithic slabs and double pour concrete installations.

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

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

Finish: NoneOptions: STB and STBL models are available in Hot-dip

galvanized. To order, add HDG to end of stock number, as in STB16-HDG.

Codes: ICBO 5321, L.A. City RR 25325

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

Monolithic or Double Pour Foundations – Prior to pour, install the STBor 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 STBLin 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 aguide. 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.

E

1 3/4˝ Min.edge distance

5˝ Min.end distance

6˝ Min. for 5/8˝ STB/STBL

8˝ Min. for 7/8˝ STB/STBL

Typical STB/STBL monopour installation


Plan view of STB/STBLplacement in concrete stemwall

0˚

Outside edgeof concrete

CornerInstallation

Non-CornerInstallation

CornerInstallation

USP2000-071

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1-800-328-5934 • www.USPconnectors.com1-800-328-5934 • www.USPconnectors.com

Ref. No.

PHD2 PHD2-SDS3

TDX2 HD2A

LTS20B LTT20B HTT16 HTT16

PHD5 PHD5-SDS3 TDX5 * HD5A

MTS27B MTT28B

PHD6 PHD6-SDS3

PHD8 -- -- UPHD8 -- --

TDX6 HD6A TDX8 HD8A

TDX10 HD10A

HTT30 -- -- HTT50 -- --

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

USPStock No.

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

STB28STBL28

STB34STBL34

STB16STBL16

STB20STBL20

MonoPour

DoublePour

STB20STBL20

STB24STBL24

HTT22 HTT22 -- --STB24

STBL24

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

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

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

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

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

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

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

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

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

STBL34 -- -- 7/8 36-3/4 6-3/4 30 9335 10425 -- -- -- --

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

Minimum End Distance6

Dimensions Allowable Tension Load1,2,3

Concrete5 Concrete Block8

USPStock No.

BoltDia.

Min.Embed.

(E)

Minimum End Distance6

Anchor Bolts – STB & STBL series continued

Anchor Bolt Selection table

Anchor Bolts – AB seriesMaterials: Bolt: ASTM F 1554,

Nut: ASTM A 563, Washers: ASTM F 844

Finish: None

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

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

AB128-HDG LBOLT50800HDG 1/2 8

AB1212-HDG LBOLT50120HDG 1/2 12 AB1218-HDG LBOLT50180HDG 1/2 12

AB5817-HDG -- -- 5/8 17

New products or updated product informationare designated in red.

USPStock No.

BoltDia.

L

AB128

The codes specify a minimum diameter andembedment into masonry or concrete foranchor bolts used in foundation plates or sills.IRC R403.1.6, IBC 2308.6, UBC 1806.6.

Concrete Form Ties & Wedge – FT series & WG

Typical AB128 installation

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

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

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

Installation:• Use the Spacing Guide char t to determinespacing between FT units. Each level in chart assumes12˝ form boards. Wall thickness from 6˝ to 12˝.• Install with “V” facing up.• Use (2) WG wedges for each tie. Insert wedge intoinside slots for 1x nominal forms and outside slots for2x nominal forms.• No walers or stiff-backs are used.• Vertical ties to keep forms from separating are notincluded.• Form deflection may be substantial. Check deflection,if it is critical, and move ties to compensate.• Forming lumber is assumed to have fb of 1,000 psi.• Not recommended for pours greater than 4 feet inheight.

Ref. No. W L Wedge

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 FT14 -- -- 18 5/8 19 (2) WG 14

FT16 -- -- 18 5/8 21 (2) WG 16

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

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

USPStock No.

SteelGauge

Footing Widthor Wall Thickness

Dimensions

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

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

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

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

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

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

ConcreteLift Height

Level 1 Level 2 Level 3 Level 43 5/8˝

11/16˝

3/16˝WG Wedgemust orderseparately

Typical FT/WGinstallationSpacing Guide chart

L

W

FT

AlternateST2-TZ

installation with3/4˝ center hole

in mudsill

Uplift

F1

F2

AlternateST1-TZ

installation with3/4˝center hole

ST1-TZ

10˝18˝

ST2-TZ

Spread sill flanges to sillwidth prior to insertion

into wet concrete

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

ST1-TZ – For installation into concrete slab or poured stemwalls. Both models feature a prebent base flange to assure proper anchoring into concrete. For concrete/masonry installations, referto the FA & ST Foundation Anchors Technical Bulletin.

ST2-TZ – For installation into concrete slab, poured stemwalls or concrete masonry. Both models feature a prebent base flange toassure proper anchoring into concrete. Do not use in red clay brick.

Materials: See chartFinish: G90 galvanizing

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

Codes: NER 530, FL822, L.A. City RR 25337

Installation:• Use all specified fasteners. See Product Notes, page 16.• Use a minimum of two anchors per mudsill. An anchor shouldalways be within 12˝ of the end of each mudsill section. Followspacing guidelines in chart.• Do not rely on these anchors to secure concrete sections togetherbetween cold joints.• For FA3 insert into wet concrete (minimum strength of 2,000 psi).Place mudsill after concrete cures. Secure flanges to sill (and stud, ifapplicable), bending flanges as needed to achieve a tight fit. Fastenas directed in chart.• For ST1-TZ and ST2-TZ spread sill flanges to mudsill width prior toinsertion into wet concrete (minimum strength of 2,000 psi). Alternateinstallation is possible by inserting unbent flanges through 3/4˝ centerhole predrilled in mudsill. Foundation anchors may also be attachedto mudsill and then inserted into wet concrete. When installing ST2-TZ into concrete block, fill cells with grout with a minimumstrength of 2,000 psi. Concrete block edges may need to be beveledto facilitate installation.• For additional installation details and information on mudsill anchorsrefer to ST Foundation Anchors Technical Bulletin.• ST2-TZ in masonry construction shall be installed in the core of theblock and grouted with concrete grout designed for that purpose. In no case, shall they be installed in a mortar joint.

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

sill flanges in “Y”configuration


Min. embed8 1/2˝

TypicalST1-TZ

installationin concrete

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Foundation Anchors – FA3 & ST series

USP2000-071

Foundation Anchors – FA3 & ST series continuedCC

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Uplift

Typical SFJAinstallation

Ref. No. 133% 160% 133% 160% 133% 160% 133% 160%

2 x 4 - 6 ST1-TZ MAB15Z 18 (4) 8d x 1-1/2 (4) 8d x 1-1/2 8-1/2˝ *5-1/2 565 565 670 745 670 745 825 825

2 x 4 - 6 ST2-TZ MAB23Z 18 (4) 8d x 1-1/2 (4) 8d x 1-1/2 16-1/2˝ *5-1/2 565 565 670 745 670 745 825 825 2 x 4 - 6 - 8 FA3 MAS 16 (4) 10d x 1-1/2 (2) 10d x 1-1/2 4˝ 5-1/2 840 840 705 705 735 750 1155 1155

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

DF-L / SP

Allowable Loads (Lbs.)1

F1 F2 F3 UpliftMin.

Embed.4

(E)

Max.

Spacing3

(Feet)PlateSize

Fastener Schedule2

MudsillTop

MudsillSide

USPStock No.

SteelGauge

F1Uplift

F2

F3

4˝ min.embed

Typical FA3 installation to mudsill and stud

Typical FA3installation in concrete

FA3 Form board installation

1 1/2˝

4 5/8˝

5 3/4˝

1˝

Embossed linesprovide guide for matching to edgeof form board

FA3 Alternate FA3 installation

1 1/2˝

1 1/2˝

6 1/2˝

6˝

SFJA

SFA – Mudsill anchors for retrofit applications. Features a slotted bendline for easy field adjustment when foundation walls are slanted.

SFJA – Ties floor joists directly to foundations with bolt fastening.

Materials: 12 gaugeFinish: G90 galvanizing

Installation:• Use all specified fasteners. See Product Notes, page 16.• A design professional must specify anchor bolt type, length, andembedment. Anchor bolts are laterally loaded. See pages 30 & 31 forCIA-EA or CIA-GEL 7000 for epoxy information.• Allowable loads assume a minimum concrete compressive strengthof 2,000 psi.

Ref. No. Nails2Bolts 133% 160% 133% 160%

SFJA FJA 12 (1) 5/8 -- -- (2) 5/8 -- -- -- -- 1305 1305 SFA6 FA6 12 (2) 1/2 (7) 10d x 1-1/2 -- -- 875 875 -- -- -- --

SFA8 FA8 12 (2) 1/2 (7) 10d x 1-1/2 -- -- 875 875 -- -- -- --

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


F1 UpliftUSPStock No.

SteelGauge

AnchorBolts

Fastener Schedule

Framing DF-L / SP

8˝

6˝

5˝

SFA6

Foundation Anchors – SFA & SFJA seriesF1

Typical SFA installation

8˝

6˝

7˝

SFA8

Bearing Plate

1/2˝ Min. clearance

Concrete pilaster

Rebar welded tobearing plate

Uplift

F2

Typical KGLB installation

W1 1/2˝

2 1/2˝2 1/2˝

1 1/4˝

3˝

3˝

T

D

L

KHGLB

KGLB – Single bolt, bearing only.

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

KHGLB – Double bolt design provides uplift and horizontal resistance.

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

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


Installation:• Use all specified fasteners. See Product Notes,page 16.• Bolt holes shall be a minimum of 1⁄ 32˝ to amaximum of 1⁄16˝ larger than the bolt diameter.• Concrete or masonry walls must be checkedby a design professional for adequacy to resistlateral or uplift loads transferred from the beamseat anchor.

Bolts must be ordered separately. See page 26

for available sizes.

Ref. No. W L T D Concrete3

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

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

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

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

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

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

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

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

BoltSchedule

USPStock No.

Masonry

@ 375 psi2

Ref. No. D L T 5-1/8 6-3/4 8-3/4 10-3/4 133% 160% 133% 160%

KHGLBA HGLBA 3-1/4 to 9 5 10 3/8 (2) 3/4 18750 11790 15525 20125 -- -- 8745 9870 3255 3905

KHGLBB HGLBB 3-1/4 to 9 6 10 3/8 (2) 3/4 22500 14145 18630 24150 -- -- 8745 9870 3255 3905 KHGLBC HGLBC 3-1/4 to 9 7 10 3/8 (2) 3/4 26250 16505 21735 28175 -- -- 8745 9870 3255 3905

KHGLBD HGLBD 3-1/4 to 9 8 10 3/8 (2) 3/4 30000 18860 24840 32200 -- -- 8745 9870 3255 3905

KGLBT512 GLBT512 3-1/4 to 11 5-1/4 12 5/16 (2) 3/4 24750 12965 17080 22140 27200 8745 9870 3255 3905 KGLBT612 GLBT612 3-1/4 to 11 6-1/2 12 3/8 (2) 3/4 29250 15325 20185 26165 32145 8745 9870 3255 3905



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

USPStock No.

RangeW

Uplift3Dimensions Allowable Bearing Loads (Lbs.)1,5

On Concrete with Beam Width

2

F23,4

Min. 3-1/8 BeamWidth (W)Bolt

ScheduleMasonry

@ 375 psi

12˝

LD

T

3 1/2˝

W

3˝

KGLB

KGLBT

3 1/2˝

1 1/4˝1 1/2˝

D

L

3˝

3˝

T

4˝ 12˝

Structuraltee

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Laminated Beam Seats – KGLB, KGLBT, & KHGLB series


Laminated Beam Seats – KGLB, KGLBT, & KHGLB series

USP2000-071

Floor Girder Hangers – KGH seriesCC

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

Materials: 12 gaugeFinish: USP primer

Options: Consult USP for non-catalog design variations.Codes: ICBO 2725, L.A. City RR 25104

Installation:• Use all specified fasteners. See Product Notes, page 16.• H dimension assumes 2x mudsill. For 3x or larger mudsill, pleasecontact factory.• The 11⁄2˝ hole, centered in the saddle, allows for installation over any protrudingfoundation bolts. This is not required. • Placement of a wood sill over the top of the KGH top flange is required toachieve allowable loads.

Dimensions Allowable Loads (Lbs.)

DF-L / SP

Ref. No. W L D S H 100% 125%

4 x 6 KGH46-6 GH46-6 12 3-9/16 5 3-1/4 6 4 (4) 16d 2035 2035 4 x 6 KGH46-8 GH46-8 12 3-9/16 5 3-1/4 8 4 (4) 16d 2035 2035

4 x 8 KGH48-6 GH48-6 12 3-9/16 5 3-1/4 6 6 (4) 16d 2035 2035 4 x 8 KGH48-8 GH48-8 12 3-9/16 5 3-1/4 8 6 (4) 16d 2035 2035

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

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

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

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

GirderSize

USPStock No.

SteelGauge

Fastener

Schedule1

Typical KGH installation

KGHOption Skewed1,2 Saddle

Range 1˚ to 45˚ -- --

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

AllowableLoads

Ordering

100% of table load.100% of table load

per side.

Add SA, and saddlewidth required

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

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

to product number.Ex. KGH46-6SK45R

Specialty Options Chart – refer to Specialty Options pages 206 to 209 for additional details.

Retro Plate – RP6

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

Materials: 3/8˝ plateFinish: USP primer

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

Ref. No.

RP6 RP6

USPStock No.

W

S

L

H

D

1˝

3˝

3˝

6˝

6˝

RP6

3/4˝ dia.threaded rod

MTS27B

Typical RP6 installation

Predeflected Holdowns . . . . . . . . Page 41• PHD SeriesInnovative design increases holdown stiffness. Connects to wood postwith WS series wood screws.

Tension Ties . . . . . . . . . . . . . . . Pages 42-43• HTT SeriesHeavy tension tie. Bolts to foundation and nails to post.

• LTS Series & LTTI31Light-capacity tension tie. Bolts to foundation and nails to post.

• MTS27BHeavy-capacity tension tie. Bolts to foundation and nails or boltsto post.

Holdowns . . . . . . . . . . . . . . . . . Pages 44-46• TD & TDX SeriesStandard holdown. Connects to post with bolts.

• UPHD8High capacity holdown. Connects to post with wood screws.

Foundation Straps . . . . . . . . . Pages 47-50• HPAHD, MPAHD, PAHD42Embedded strap holdowns for solid end posts.

• LSTAD & STAD SeriesEmbedded strap holdowns for built-up 2x end posts.

• TA SeriesStraps through masonry foundation wall.

Purlin Anchors. . . . . . . . . . . . Pages 51-52• HPA, PA, PAI, PAT, PATM SeriesEmbedded strap for concrete to purlin connections.

Concrete Angles. . . . . . . . . . . . . . . Page 53 • TDL SeriesLight-capacity foundation strap. Bolts to foundation and nails or boltsto post.

Holdowns . . . . . . . . . . . . . . . . . . . . . Page 53 • TDS SeriesHoldowns for cold formed steel construction.

PHD

HTT

HPAHD/MPAHD PAHD42

TDL

HPA/PA PAI PAT PATM

LSTAD/STAD TA

LTS LTTI31 MTS27B

TDX UPHD8

TDS

TD

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Holdowns


Holdowns

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Predeflected Holdowns – PHD seriesHH

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Innovative double lap design increases holdown stiffness andfastener shear values. Reduces eccentricity in the studs/postdecreased centerline dimension. No thru-bolts to countersink.

Materials: 12 gaugeFinish: G90 galvanizingCodes: NER 564, FL817

Installation:• Use all specified fasteners. See Product Notes, page 16.• Place the PHD over the anchor bolt. No washer isrequired.• Install with USP’s code evaluated WS3 (1/4˝ x 3˝) WoodScrews, which are provided with the holdown.• Tighten anchor bolt nuts finger tight snug to base, plus 1/3to 1/2 additional turns with a wrench. To prevent loosening ofthe anchor nut during critical loading, use a locking nut ortighten a second nut over the first to lock nuts in place.• PHD Predeflected Holdowns may be installed off sillplate with no load reduction.• The design engineer may specify any alternate anchoragecalculated to resist the tension load for a specific application.Anchorage exposure length should take the bearing plateheight of 15/8˝ into account, anchor bolt thread should visiblyextend above nut.• If used to anchor a built-up post, such as a double 2 x 4, thepost component shall be designed to act as a single unit.Holdown fasteners specified shall not be considered to attachmultiple plys together.• For anchorage options see STBL Anchor Bolt section onpages 34-35.

Typical PHD5 concrete walloffset installation

D

Double lap backincreases overallstiffness andfastener shear values

H

W

1 5/8˝

CL

Slotted seat designallows adjsutment formislocated anchor bolt

Typical PHD5installation

PHD5

DF-L / SP S-P-F

Ref. No. W H D CL 133% 160% 133% 160%

PHD2 PHD2-SDS3 12 3-1/4 7-1/2 3 1-3/8 (1) 5/8 (10) WS3 4230 4770 3000 3600 0.039

PHD5 PHD5-SDS3 12 3-1/4 10-7/8 3 1-3/8 (1) 5/8 (14) WS3 5920 6125 4200 5040 0.049

PHD6 PHD6-SDS3 12 3-1/4 13-1/16 3 1-3/8 (1) 7/8 (18) WS3 7155 7155 5400 6480 0.048 PHD8 -- -- 12 3-1/4 16-1/2 3 1-3/8 (1) 7/8 (24) WS3 8295 8295 7200 8640 0.054

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

Deflectionat 133%

Allowable

Design Load4,6

USPStock No.

SteelGauge

Anchor

Bolts3

Wood

Screws7

Dimensions Fastener Schedule Allowable Loads (Lbs.) 1,2,5,8

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

LTS series – The LTS19 is designed for nail-on installation to 2x joists or studs, andthe LTS20B provides a nail or bolt fastening option. The LTS20B and LTS20 willaccommodate wood I-Joists if 10d x 11⁄ 2˝ nails are used instead of the specified 16dnails.

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

MTS27B – Accommodates more demanding wood-to-concrete connections. Theheavy 10 gauge strap and riveted heavy-duty holdown provides a strong connectorfor either bolt or nail fastening to joists or studs.

Materials: See chart Finish: HTT30, HTT50 – USP primer;

HTT16, HTT22, LTS, LTTI31, & MTS27B – G90 galvanizingCodes: ICC-ES ESR-1178, NER 530 & NER 608, ICBO 5531, FL821,

FL822, L.A. City RR 25337 & RR 25357

Installation:• Use all specified fasteners. See Product Notes, page 16.• Use all specified fasteners to attach the strap portion of the connector to the sideof stud, post, joist, purlin, or beam. Secure the base to the concrete or masonry wallwith specified anchor bolt. A design professional shall specify the type, length, andembedment of the anchor bolt. No washers required.• LTTI31, LTS, and MTS connectors must be mounted flush to the surface of themudsill.• Allowable loads are based on either nail or bolt fastening; nail and boltvalues cannot be combined.• Washers are not required on transfer plates that fit over the anchor bolt.

Typical LTS installation

Hanger not shown


Typical LTTI31installation

L

CL

W

D

3/8˝ Typ.

11/16˝

6 3/16˝

2 3/8˝

6˝

LTTI31

LTS19

CL D

L

2 1/2˝

W

1/4˝ transferplate

CL D

L

3 3/4˝

W

1/4˝ transferplate

LTS20

CL D

L3 3/4˝

6 1/4˝

W

1/4˝ transferplate

LTS20B

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

Typical LTScold-formed steel

installation

USP2000-071

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Tension Ties – HTT series, LTS series, LTTI31, & MTS27B cont.



MTS27B

CL

L

D

W

Ref. No. Strap Plate W L D CL Nails2,4Bolts 133% 160% 133% 160%

(18) 10d 3250 3250 0.125

(18) 16d 3790 4290 0.099

(32) 10d(32) 16d

(36) 10d(36) 16d

(56) 10d

(56) 16d

LTTI318 LTTI31 18 3 3-3/4 31 2-5/8 1-3/8 3 (1) 5/8 (18) 10d x 1-1/2 -- -- 2680 2825 -- -- -- -- 0.066

LTS198 LTT19 16 3 1-3/4 22-1/4 3 1-1/2 2-1/2 (1) 3/4 (8) 10d -- -- 1225 1390 -- -- -- -- 0.076(10) 16d 1910 1910 0.125

(10) 10d x 1-1/2 1575 1890 0.120

(10) 16d 1910 1910 0.125(10) 10d x 1-1/2 1575 1890 0.120

MTS27B3,8 MTT28B 10 3 2-1/16 27 2-3/4 2 1-1/2 (1) 3/4 (24) 16d (4) 1/2 4635 4635 2570 3085 0.115

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. Bolts require a minumum length of 1-1/2˝ in vertical member for the listed loads. 3) For MTS27B: 16d sinkers or 10d common nails may be substituted for the specified 16d common nails provided the listed allowable loads are reduced 15%. 4) 16d sinkers may be substituted for the specified 10d common nails with no load reduction. 5) The designer must specify anchor bolt type, length and embedment. 6) Deflections are derived from static, monotonic load tests of devices connected to DF-L wood members with specified fasteners. 7) HTT holdowns raised off of the sill plate may have higher deflection values. 8) LTTI, LTS, and MTS holdowns shall be installed tight to the sill plate.

-- -- -- --

-- -- -- -- -- --

9250 9250 -- --

-- --

-- -- -- -- -- --

-- -- -- --

-- --

-- -- 5370 5370

-- -- 7220 7220

Steel Gauge Dimensions Fastener Schedule

Strap

NailSpacing

Anchor

Bolts5


1-1/2

0.125

(1) 7/8

(1) 7/8

3-3/4

3-3/4

2-1/2

2-1/2

0.125

0.110

Nails

Deflection6,7

at 133%Allowable

Design LoadBolts

1-3/8

DF-L / SP

1-3/8

(1) 5/8

(1) 5/8

1-3/4

1-3/4

1-3/83-1/4

20 3

1-3/83-1/442-5/16

1-1/2

20 3

3 2

3 2

3

3

2

2

2-1/2

2-1/2 21-1/2

29-3/4

15-5/8

12

12

USPStock No.

10

7

LTS208 S/LTT20

HTT16 HTT16

HTT22

-- --

HTT22 10 -- --

-- --

-- -- 7 -- --

LTS20B8 LTT20B

HTT30

HTT50

-- --

(2) 1/2 1260 1515

(1) 1/2

(1) 3/4

Typical MTS27Binstallation

HTT30

CL

L

D

W

2 1/2˝

HTT16HTT22 similar

CL

L

D

W

1 3/4˝

See STB anchor bolt

pages 34-35

Typical HTT22installation

Moisture barriermay be required

Typical TDX2installation

End distance

Wall stud

Threadedrod

Use bearing platesbetween nut

and studBP’s required by theCity of Los Angeles.

Check with your localbuilding code. (NDS

section 11.1.2.3 requires a metal

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

cut washer.

Enddist.

CLW D

H

3 1/2˝

9/16˝

TDX6

Typical TDX6installation

Bolts must be ordered separately. See page 26 for available sizes.

TD – Different welded configurations and sizes achieve a great deal of versatility within the TDseries.

TDX – The TDX2 and TDX5 feature formed designs, all others are welded. All are self-jigging.

All models, except the TD2, TD5, and TD7, feature a self-jigging design with coderequired end distances built in. (End distance = 7 bolt diameters from the top of the sillto the center of the first bolt hole in the studs or post.)

Materials: See chartFinish: TDX2 & TDX5 – G90 galvanizing;

All others – USP primerOptions: TDX2 is available Triple Zinc. To order add TZ to the end of

stock number, as in TDX2-TZ. TDX2, TDX6 & TDX8 are available in Hot-dip galvanized. To order, add HDG to end of stock number, as in TDX2-HDG.

Codes: NER 505, ICBO 5125, FL816, L.A. City RR 25303 & RR 25332Patents: #5,092,097 — TDX2 & TDX5

Installation:• Use all specified fasteners. See Product Notes, page 16.• Do not use lagbolts. Washers are not required for anchor bolts or between holdown and bolthex head, but standard washers should be used against stud or post under the nut. See page26 for BP/LBP Bearing Plates.• Bolt holes should be a minimum of 1⁄32˝ to a maximum of 1⁄16˝ larger than the bolt diameter(per 2005 NDS®, Section 11.1.2).• See pages 34-35 for STB Anchor Bolt section for anchorage options. A design professional may specify alternate anchorage with conventional anchor bolts.• A design professional shall determine the adequacy of the stud to resist published loads.When installing to multi-ply 2x studs, the designer must specify the fasteners required to bindthe plys together and resist splitting.• Self-jigging models are designed to provide the required minimum end distance of 7 boltdiameters from the bottom of the stud or post to the centerline of the first bolt hole.• Tighten anchor bolt nuts to finger tight, plus 1/3 to 1/2 additional turns with a wrench. Woodmembers may shrink over time; if possible, nut tightness should be checked periodically. Toprevent loosening of the anchor bolt nut during critical loading, use a locking nut or tighten asecond nut over the first to lock nuts in place.• If used to anchor a built-up post, such as a double 2 x 4, the post component shall bedesigned to act as a single unit. Holdown fasteners specified shall not be considered to attachmultiple plys together.


Washer requiredunder anchor

bolt nut

TD6 = 2 5/8˝TD15 = 3 3/8˝TD9 & TD12 = 3 1/2˝

Typical TDX2back-to-backinstallation

Typical TD15installation

Holdown installationbetween floors

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Holdowns – TD & TDX series

Sources of Deflection at the Shearwall Holdown Connections

USP2000-071

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Holdowns – TD & TDX series continued

3-1/2˝

Ref. No. W H D CL Bolts 133% 160% 133% 160% 133% 160% 133% 160%

TD2 -- -- 7 2-3/8 5-3/4 2-3/4 1-1/2 (2) 5/8 (1) 5/8 4-1/2 1680 2020 2950 3545 2950 3535 2940 3525 1725 0.058 TD5 -- -- 7 2-7/8 6-3/8 3-1/2 2-1/8 (2) 3/4 (1) 3/4 5-1/4 2000 2400 3810 4180 4180 4180 4170 4180 2565 0.089

TD6 -- -- 3 3 12-3/8 3-1/4 1-3/4 (3) 3/4 (1) 1 5-1/4 3185 3820 5755 6720 6525 6720 6530 6720 -- -- 0.062

TD7 -- -- 3 3-1/2 11-3/4 3-3/4 2-1/8 (3) 7/8 (1) 1-1/8 6-1/8 3585 4300 6600 7600 7600 7600 7600 7600 6330 0.048 TD9 -- -- 3 3-1/2 16-1/2 4-1/4 2-1/8 (3) 1 (1) 1-1/8 7 3955 4745 7435 8920 8690 10425 10485 10485 8435 0.067

TD12 -- -- 3 3-1/2 20-1/2 4-1/4 2-1/8 (4) 1 (1) 1-1/8 7 4625 5550 9295 11150 10995 13195 13260 13260 10680 0.099 TD15 -- -- 3 3-1/2 25 4-3/8 2-1/8 (5) 1 (1) 1-1/4 7 5030 6040 10735 12880 12870 15440 17285 20745 11700 0.092

TDX2 HD2A 12 2-1/16 8-1/8 2-3/4 1-1/2 (2) 5/8 (1) 5/8 4-1/2 1575 1890 2510 3015 2510 3010 2500 3000 1243 0.090

TDX511 HD5A 10 2-1/2 9-3/8 3-7/8 2 (2) 3/4 (1) 3/4 5-1/4 1910 2295 3735 4480 3945 4730 3920 4705 1718 0.090

TDX6 HD6A 7 3-1/2 11-1/8 3-3/4 2 (2) 7/8 (1) 7/8 6-1/8 2310 2770 4425 5310 5160 6195 5635 6765 2495 0.049 TDX8 HD8A 7 3-1/2 14-5/8 3-3/4 2 (3) 7/8 (1) 7/8 6-1/8 3225 3870 6480 7780 7615 9140 8255 9905 3920 0.067

TDX10 HD10A 7 3-1/2 18-1/8 3-3/4 2 (4) 7/8 (1) 7/8 6-1/8 3895 4675 8300 9960 9855 10860 10590 10860 3795 0.093

TDX14 HD14A 3 3-1/2 20-1/2 3-5/8 2-1/8 (4) 1 (1) 1 7 4625 5550 9295 11150 10995 13195 14435 14700 -- -- 0.085

TDX20 HD20A 3 4-3/4 20-3/4 4-1/2 2-3/8 (4) 1 (1) 1-1/4 7 4535 5445 9085 10900 10745 12895 14400 14700 5083 0.106

1) Allowable loads shown are for single shear connections and may be doubled for back-to-back installations. The designer must verify post and anchor bolt capacities. 2) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) The designer must specify stud or post to resist published load values. 4) The designer must specify anchor bolt type, length, and embedment. 5) All models may be installed with greater than the required anchor end distance with no chart load reduction. 6) Deflections are derived from static, monotonic load tests of devices connected to DF-L wood members and consider both the deflection of the holdown and cross grain crushing of the wood post. 7) The designer shall consider the effect of compression, bearing, tension, and combined bending due to device eccentricity when applicable. 8) Division 91 loads may be required in City of Los Angeles area only. 9) Division 91 loads per City of Los Angeles P/BC 2002-071, revised 11-01-02. 10) Holdowns raised off of the sill plate may have higher deflection values. 11) TDX5 may be installed to a 5/8˝ anchor bolt with no reduction in load, provided a standard washer is used under the nut.

Allowable Uplift Loads (Lbs.)1,2,3

AnchorBolts

Division

91 8,9USP

Stock No.Steel

Gauge

Bolt Schedule4Dimensions

Deflectionat 133%

AllowableDesignLoad6,10

ToStud

ToSill Plate

DF-L / SP

Length of Bolt in Vertical Member

1-1/2˝ 3˝ 3-1/2˝ 5-1/2˝

MinimumRequired

BoltEnd

Distance5

The following are some of the sources of deflection that should be evaluated by the designer. See the illustration, which applies to otherholdown configurations.

A. Improperly-sized stud/post bolt holes – increased bolt slip can occur ifstud/post bolt holes are oversized and exceed the 2005 NDS® recommendedbolt hole diameter.

B. Stud/Post bolt holes – bolt slip can occur.

C. Wood crushing at stud/post bolt hole perimeters –the use of larger washers/bearing plates can reduce stress-induced woodcrushing at bolt bearing locations.

D. Eccentricity in stud/post caused by holdown –holdowns installed on only one side of a stud or post result in an eccentricitywhich causes increased stresses and movement in a shearwall system.

E. Nut spin – anchor bolt nuts that are not restrained can spin loose duringcyclic loading, allowing movement; the use of steel nylon locking nuts or threadadhesive may prevent nut spin.

F. Loose nuts – increased movement can occur when nuts are not sufficientlytightened.

G. Holdown deflection – holdown deflection can occur when the shearwallsystem is subjected to cyclic stress from earthquakes or high wind.

H. Wood Shrinkage – due to drying, wood may shrink and cause bolted connections to become loose; periodic retightening may be required.

I. Localized crushing at wood-bearing surfaces –excessive crushing at wood-bearing surfaces may result from compressiveforces due to overturning during high wind or earthquake loading.

A

ShearwallEnd Post

Bearing Plates

Holdown

WoodSill Plate

HoldownAnchor Bolt

FoundationConcrete

BC

E

D

F

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®Holdowns – UPHD8

Engineered for high capacity with minimum deflection and low eccentricity.

Materials: 10 gaugeFinish: USP primerCodes: NER 564, FL817

Installation:• Use all specified fasteners. See Product Notes, page 16.• Place holdown over anchor bolt and drive screws into post.• Tighten anchor bolt nuts finger tight snug to base, plus 1/3 to 1/2 additional turns with awrench.To preventh loosening of the anchor nut during critical loading, use a locking night or tighten a second nut over the first to lock nuts in place.• Holdown may be installed off of the plate with no load reduction.• Post may be shimmed provided the shim acts as a single unit with the post. Holdown fastenersspecified shall not be considered to attach shim to post. Shim shall be a structural material equalor better than the post material. Consult a designer or an engineer of record for appropriate fastening of shim.

Alternate installations:• Drill hole in concrete or masonry and insert retrofit anchor (i.e. epoxy anchor) capable ofresisting uplift and lateral loading.• Place holdown over anchor bolt and drive screws into post.• Tighten anchor bolt nuts finger tight snug to base, plus 2-3 additional turns with a wrench. Toprevent loosening of the anchor nut during critical loading, use a locking nut or tighten a second nutover the first to lock nuts in place.• Post may be shimmed provided the shim acts as a single unit with the post. Holdown fastenersspecified shall not be considered to attach shim to post. Shim shall be a structural material equalor better than the post material. Consult a designer or an engineer of record for appropriate fastening of shim.

Typical UPHD8installation

Uplift

Ref. No. W H D CL 133% 160%

UPHD8 -- -- 10 3-1/4 17-1/4 3 1-3/8 (1) 7/8 (24) WS3 9900 11250 0.033

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

Deflectionat 133%

AllowableDesign

Load4,6

USPStock No.

SteelGauge

Anchor

Bolts3

Wood

Screws7

Dimensions Fastener Schedule Allowable Loads (Lbs.)1,2,5,8

DF-L / SP

Typical UPHD8concrete

wall installation

CL

D

H

WUPHD8

Install (1) #4rebar in

shear cone12˝ Min.rebar length

30˝ Min.rebar length

1/2˝ Min. from corner

Typical HPAHD22single pour corner and

endwall installation

Typical HPAHD22single pour rim joist

installation

(1) #4 rebarin shear

cone

13 1/2˝

Nailedportion

1/2˝ min.from corner

2x embedmentlength + 12˝ Min.

rebar length Install (1)#4 rebar inshear cone

Typical HPAHD22single pour edge

installation

Figure 1

Figure 2

Figure 3

USP2000-071

Foundation Straps – HPAHD series, MPAHD, & PAHD42 HH

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Embedmentline

W

H1

H2

D

HPAHD22MPAHD similar

Designed to anchor wood framing to poured concrete foundations.

Materials: See chartFinish: G90 galvanizingCodes: NER 505, FL816

Installation:• Use all specified fasteners. See Product Notes, page 16.• Bending the strap horizontally 90° to facilitate wall placement may cause concrete behind the embedded strap to break away at the top edge (spalling). Ifthe 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 commonnails. Reduce allowable loads in accordance with code requirements. • Straps are to be installed at the edge of concrete. Install prior to pour by nailingto form. Drive temporary nails through lowest two nail holes into form. Concretelevel should reach embedment line; minimum embedment depths are listed inchart.• Do not rely on these straps to secure concrete sections together between coldjoints; take other measures to transfer the load. If there is a cold joint between slaband foundation, the minimum embedment must be made into the foundation.Fastening opportunities may be reduced because the slab pour level may be higher than some nail holes. Using fewer fasteners will reduce allowable loads.Reduce allowable load by the code capacity for each fastener not installed.• Allowable loads based on a minimum concrete compressive strength of 2,500 psiat 28 days, with one #4 horizontal rebar in the shear cone. Rebar should be a minimum length of 2x embedment depth plus 12˝ (see chart for exceptions in corner installations).• Where fewer fasteners are used in the structural wood member, reduce loadsaccording to the code. • There may be an increase in the amount of deflection if the strap is installed onthe outside of the sheathing, versus directly to the framing members. For moreinformation, visit USP’s Web Site www.USPConnectors.com/techbulletins.htmland reference HPAHD/STAD Strap Anchors Installed Over Shear Wall DiaphramShearing document.• Strap may be bent one complete cycle to aid installation.

Embedmentline

W

H1

H2

D

PAHD42


H1

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Embedmentline

HPAHD22-2P

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H1

H2

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HPAHD22 form boardinstallation


Foundation Straps – HPAHD series, MPAHD, & PAHD42 cont.

Ref. No. W H1 H2 D 133% 160%

68

68

6

8

68

6

86

86

8

6

86

8

(12) 16d 3 2945 3535

(24) 16d 4095 4095

(12) 16d 3 2945 3535(24) 16d 4095 4095

6

8

68

68

6

8

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Nails require a minimum embedment length of 1-5/8˝ for 16d nails. 16d sinkers (0.148˝ diameter by 3-1/4˝ long) or 10d common nails may be substituted for the specified 16d common nails provided the listed alowable loads are reduced 15%. 3) Rim joist application; see Figure 3 for corner condition. 4) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published allowable load of product.

Dimensions Allowable Loads (Lbs.) 1

DF-L /SP

StemwallWidth

Fastener

Schedule 2

USPStock No.

SteelGauge

Single Pour - 8˝ min from corner

UpliftInstallationType

MinQty4

EDGE INSTALLATION - 2500 psi Concrete

24-3/4 9-1/2 MPAHD

HPAHD22

-- --

HPAHD22

12 2-1/16

Figure 5

4-1/8 Figure 5

4-5/8

6-1/4

8Figure 2 & 3

6-1/4 Figure 4

Figure 44-1/8

4-1/8

6

10 2-1/16 26-1/4 14

2-1/16

1010 2-1/16 24-3/4

Figure 2 & 3

24-3/4 9-1/2 4-5/8

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

Figure 4

Figure 4

MPAHD -- -- 12

10

(22) 16d 2120 MPAHD -- -- 12 2-1/16 24-3/4 9-1/2 4-5/8

6-3/812 2-1/16

HPAHD22-2P 10 2-1/16

5-3/4 Figure 5

-- -- 12 2-1/16 24-3/4 9-1/2

16-5/8 6-3/8

2-1/16 24-3/4

PAHD42 PAHD42 12 2-1/16

HPAHD22

16-5/8

24-3/4

Double Pour Edge Installation - 8˝ min from corner

6-3/8 5-3/4

HPAHD22

PAHD42 PAHD42 12 2-1/16

HPAHD22 10 10

HPAHD22-2P HPAHD22-2P

10 2-1/16

10 2-1/16

PAHD42 PAHD42 12 2-1/16

HPAHD22 HPAHD22

4-1/8 Figure 1

Figure 5 MPAHD

HPAHD22

24-3/4 10

16-5/8

4-5/8

(23) 16d

(15) 16d

(15) 16dFigure 1 3065

4990 4990

3005 3065

3065

3065 3065

4905 4990

5170

2220 2220

5170

2120

Single Pour Installation - 1/2˝ min from corner

26-1/4 14

CORNER INSTALLATION - 2500 psi Concrete

HPAHD22-2P

PAHD42 PAHD42 5-3/4 Figure 2 & 3

2220 2220

2120 2120

4095 4095

4095 4095

16-5/8

(20) 16d

(24) 16d

(14) 16d

(15) 16d

(20) 16d

(18) 16d

(24) 16d

(14) 16d

(18) 16d

30656-3/8 5-3/4 Figure 1 3065

Typical HPAHD22-2Pdouble pour edge

installation

Typical HPAHD22-2Pdouble pour corner

installation

4˝ slabInstall (1) #4rebar in

shear cone

Edge distance1/2˝ Min. from corner

4˝ slab

Install (1)4˝ rebarin shearcone

Stemwall width

Figure 4 Figure 5

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Foundation Straps – LSTAD & STAD series

The coined dimples below the embedment line allow for increased concrete bonding. These holdowns retainhigh uplift capacity even when installed at corners of foundation stemwalls. Ideal for use with built up 2x 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 inSTAD8RJ. Rim joist models provide for a 17˝ clear span without the loss ofstrap nailing.

Materials: LSTAD – 14 gauge; STAD – 12 gaugeFinish: G90 galvanizingCodes: NER 608, FL821

Installation:• Use all specified fasteners. See Product Notes, page 16. The bottom (2) nails are for form board attachmentonly 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 strapto 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. Usingfewer fasteners will reduce allowable loads. Reduce allowable load by the code capacity for each fastener notinstalled.• To achieve full table loads the minimum center-to-center spacing is twice the embedment depth (IE) whenresisting tension loads at the same time.

• Where fewer fasteners are used in the structural wood member, reduce loads according to the code.• There may be an increase in the amount of deflection if the strap is installed on the outside of the sheathing, versus directly to the framing members.• Strap may be bent one complete cycle to aid installation.

W

L

IE

CS

D

LSTAD8

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

686868686 3625 3625 36258 4305 4305 43056 3625 3625 36258 4305 4305 43056 4960 4960 49608 5850 5850 58506 4960 4960 49608 5850 5850 5850

1) Specified nails are 16d sinker nails. 10d common nails may be substituted with no load reduction.

4) RJ after the model indicates STADs for rim joist applications as in STAD8RJ. 5) Interpolate allowable loads for edge distances between those listed. Nail quantities may be reduced for less than lE corner distance design loads- use the code allowable loads for fasteners in shear. 6) STAD14RJ with 17˝ clear span, use (30) 16d sinker nails for a maximum (lE) load of 5040 lbs. 7) Where fewer fasteners are used in the structural wood member, reduce loads according to the code. 8) For two pour with 4" slab or less, install STAD14 and use STAD10 loads.

2000 psi 2500 psi 3000 psi

Allowable Uplift Loads (133% & 160%) 3

Edge Distance - Concrete

DF-L / SP

Min. Stemwall

2) Wood thickness shall be no less than 2˝. 3) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted.

5 4-5/8

5 12-1/83 39-5/8 14

USPStock No. 4

FastenerSchedule1,2

3 32-1/8 14(38) 16d Sinker

8 LSTAD8RJ LSTHD8RJ

5 16-1/8

12 3

12 3 36 10

21-5/8 10 5 1-5/8

12 3 35-1/8 8

(28) 16d Sinker

5 18-1/8

18-1/8

12 3 21-5/8 8(24) 16d Sinker 5 4-5/8

3 35-1/8 5

Dimensions

14 3 21-5/8 8 5(24) 16d Sinker

SteelGauge

4-5/8

(24) 16d Sinker

LSTAD8 LSTHD8

14

STAD8RJ STHD8RJ (24) 16d Sinker

STAD8 STHD8

STAD10RJ STHD10RJ (28) 16d Sinker

STAD10 STHD10

STAD14RJ6 STHD14RJ (38) 16d Sinker

STAD14 STHD14 12

12

2225

3270 3270

3270 3270

2225

3270 3270

3270 3270

4960 4960

4960 4960

3220 2225 2225 3220 2225 2225 3220

3270 3270 3270 3270 3270 3270 3270

3270 3270 3270 3270

2225 2225 3220 2225 2225 3220

3270 3270

3270 3270 3270

2225 3220 2225

3270 3270

4960 4960

4960 4960

3270 3270

3270 3270

4960 4960

4960 4960


CS

L

IE

W

D

STAD

STAD_RJ

CS

W

D

L

IE

Typical TAstud to foundation

installation

Double 2 X 10rim joist

W

L1

L

2 1/4˝

TA

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

Typical STAD10edge installation

Install (1) #4rebar in

shear cone



Typical STAD10corner installation

Foundation Straps – TA series

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Foundation Straps – LSTAD & STAD series continued

Foundation Straps offer an economical, one-piece method of achieving a continuousload path from a 2 x 8, 2 x 10, 2 x 12, or 2 x 14 rim joist through concrete block tofoundation. All models require a 6˝ embedment into concrete footings.


Options: TA51 & TA71 are available in Triple Zinc.To order, add TZ to stock number, as in TA51-TZ.

Codes: NER 505, FL816

Installation:• Use all specified fasteners. See Product Notes, page 16.• Allowable loads are based on either nail fastening or bolt fastening; nail and bolt values cannot be combined.• Install by inserting product into footing’s wet concrete. All models require a 6˝embedment into concrete foundations. Courses of concrete block must be laid overconnector. Notch mudsill at connector locations. Wrap strap over rim joist and fasten.• Do not rely on these straps to secure concrete sections together between coldjoints; take other measures to transfer the load. If there is a cold joint between blockand foundation, the minimum embedment must be made into the foundation.• Based on product embedment the exposed number of fastener holes may bereduced. Using fewer fasteners will reduce allowable loads. Reduce allowable loadsby the code prescribed allowable load per fastener, for each fastener not installed.• Allowable loads are based on a minimum concrete compressive strength of 2,000psi at 28 days.

W L L1 133% 160% 133% 160% 133% 160% 133% 160%

TA41 -- -- 38-1/4 17-5/8

TA51 PA51 48-1/4 TA61 -- -- 58-1/4

TA71 PA68 68-1/4

TA41 -- -- 38-1/4 17-5/8

TA51 PA51 48-1/4 TA61 -- -- 58-1/4

TA71 PA68 68-1/4

1) Bolt values are for 3˝ thick rim joist loaded perpendicular to grain. 2) 16d x 2-1/2 nails are 8 gauge (0.162" diameter) by 2-1/2˝ long. 3) Uplift loads have been increased 33-1/3% or 60% for wind and seismic loads; no further increase shall be permitted.

Updated product information is designated in red.

Uplift3Uplift3 Uplift3

1950 2065

Fastener

Schedule1,2

Fastener

Schedule 1,2USP

Stock No.Ref.No.

Allowable Loads (Lbs.)

Fastener

Schedule1,2

BOLT Uplift Values & Schedules for Rim Joist Sizes Below

Dimensions

2 x 142 x 8 2 x 10 2 x 12

Fastener

Schedule1,2

Uplift3

2-1/16

2-1/16 (2) 1/2 (3) 1/2

NAIL Uplift Values & Schedules for Rim Joist Sizes Below

2720 3230

1590 1905 1985

(6) 1/2

2385 2780 3230 3230(8) 16d x 2-1/2 (14) 16d x 2-1/2(10) 16d x 2-1/2 (16) 16d x 2-1/2 3180

22-1/8

22-1/8

24751340 16251115 (4) 1/2

Typical TAinstallation



6˝ Min.

Double 2 X 10rim joist

Nailedportion

CS Install (1)#4 rebar inshear cone




Typical STAD14RJcorner rim

joist installation

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Purlin Anchors – HPA, PA, PAI, PAT series, & PATM25

4 Min. concrete20˝ Min. concrete block

edge distance

Ledger

#4 rebarmin.

4˝ PA, PAI, PAT6˝ HPA5˝ PATM

Typical PAI I-Joist purlinface installation

HPA series – For installation into poured concrete walls, foundations, or masonry.The HPA is the heavy-duty version of the PA anchor.

PA, PAT, & PATM series – For installation into poured concrete or concrete blockwalls and foundations. The PAT’s 90° “wrap” design allows for fastening to the sideof the purlin which reduces member splitting. The PATM is sized for concrete blockwall installation.

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

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

Options: PA18, PA23, PA28 & PA35 are available in Triple Zinc and HPA35 is available in Hot-dip galvanized. To order, add TZ or HDG to end of stock number, as in PA18-TZ.

Codes: NER 505, ICBO 2725, FL816

Installation:• Use all specified fasteners. See Product Notes, page 16.• Minimum concrete strength is 2,000 psi.• The allowable loads for bolts are based on parallel to grain loading with a 3˝ minimum member thickness, except the HPA which requires a 31⁄2˝ thick woodmember. Reduce load per code requirements when minimum member thickness is not achieved.• Minimum concrete edge distance is 4˝ for PA, PAI, & PAT series, 6˝ for HPA series,and 5˝ for PATM25. • Minimum concrete block edge distance is 20˝.• Designer may specify alternate fastening schedules. Refer to Nail SpecificationTable on page 20 for nail shear values. Load values shall not exceed publishedallowable loads.• No anchor bolts are needed for achieving efficient stress transfer from framing toconcrete walls or foundations.

Typical PA holdowninstallation

Typical PA purlininstallation

L

1 1/2˝

2 1/16˝

4 1/2˝

PA / HPA

2 1/16˝

9 3/8˝

28 7/8˝

PATM25

2 1/16˝

4 1/2˝

1 1/2˝

7 5/8˝

L

PAT

L

2 1/16˝

PAI


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Diaphragm to wall anchorage using embeddedstraps may need to be hooked around the concrete or masonry wall reinforcing steel.UBC 1633.2.8, IBC 1620.2.1.

Ref. No. L Nails4,5,6

Bolts 133% 160% 133% 160% 133% 160% 133% 160%

Max Capacity2x & 3x Ledger

4x Ledger


4x LedgerMax Capacity

2x & 3x Ledger


2x & 3x Ledger4x Ledger

Max Capacity

2x & 3x LedgerMax Capacity

2x & 3x LedgerMax Capacity

2x & 3x Ledger



4x Ledger



2x & 3x Ledger

4x LedgerMax Capacity 2065 2475

2x & 3x Ledger4x Ledger 1895 2270

Max Capacity 3095 3700 3035

2x & 3x Ledger 2925 3510 29254x Ledger 2580 3095 2580



2x & 3x Ledger

4x Ledger

1) Allowable Loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) The allowable loads for bolts are based on parallel-to-grain loading with 3˝ minimum member thickness, except HPA which requires a 3-1/2˝ thick wood member. 3) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 4) 16d sinkers or 10d common nails may be substituted for the specified 16d common nails at 0.85 of the table loads. 5) Minimum nail penetration is 1-5/8˝ for 16d nails. 6) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 7) For alternate nail schedule and load values consult USP. 8) Minimum quantity of fasteners to be installed. Product may have additional fastener holes not needed to meet published allowable load of product.

6

DF-L / SP

MinimumEmbedment

Con

cret

e

Mas

onry

Min Qty8

Fastener Schedule7 Allowable Loads (Lbs.)1,3

3035 3035

3035 3035

3005

30353035

1715 2060

3035 -- --3035

3035

2790 3035

30353035

3035 3035

-- --

-- --

-- -- -- --

-- --

-- -- -- --

42803570

3035

1885

3035 3035

3035

2775 3035

3035

3700

-- -- -- --

-- --

-- -- -- --

-- -- -- --

2475

-- --

3035

3035

3035

18551550

3035

3035 303530353570 4280

(15) 16d

3105(15) 16d

(23) 16d (4) 1/2 5055

(4) 1/2

(13) 16d

3700

2065(12) 10d x 1-1/2 -- --

(26) 10d x 1-1/2 -- --

-- --

(18) 10d x 1-1/2 -- --

(24) 10d x 1-1/2

(2) 1/2

(3) 1/2

(4) 1/2

5055

1715

3105

3105

(3) 1/2

3105

3035

3005 2685 3105

3035

3035

1885 2260

2685 3035

3105

3105

2790 3105 2775

3105

3105

3105

3105

(15) 16d (4) 1/2 3370 3700

(8) 16d 2060 2260

3035

2720 3265 2720 3035

3035 3035 30353370 3700

6

6

6

8

8

6

6

6

PAI28 PAI28 28-1/2 4

PAI35 PAI35 35-1/2 4

PAI23 PAI23 23-1/2 4

PAI18 PAI18 18-1/2 4

HPA35 HPA35 35 6

HPA28 HPA28 29 6

PATM25 -- -- 28-7/8 6

PAT35 -- -- 35 4

23-3/4 4

PAT28 -- -- 29 4

PAT18 -- --

PA28

PAT23 -- --

4 PA18

PA28

PA35 PA35

PA23 PA23 23-3/4 4

USPStock No.

PA18 18-1/2

MasonryConcrete

NailerSize

Bolts 2Nails Bolts2

2260

4 618-1/2

29 4 6

35 4 6

6

Nails

6 (12) 16d (2) 1/2

(15) 16d

6

3360 3700

(14) 16d

(15) 16d (4) 1/2

2575 3035

3360 3700(3) 1/2

3360 3700

2575 3035 18851885 2260

3700

(23) 16d (4) 1/2 5425 5425

3700




Purlin Anchors – HPA, PA, PAI, PAT series, & PATM25 cont.

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Concrete Angles – TDL series

TDL10

H

D

W

These angles secure wood posts to concrete orwood floors in light-duty applications.

Materials: 12 gaugeFinish: G90 galvanizingCodes: ICBO 2039, LA City RR 23888

Options: TDL5 and TDL10 are available in Triple Zinc. To order, add TZ to end of stock number, as in TDL5-TZ.

Installation:• Use all specified fasteners. See Product Notes,page 16.• The TDL10 can be embedded into concrete.Minimum embedment depth is 4˝ to achieve allowable loads.• Moisture barrier may be required.

Anchor

Ref. No. W H D Bolts Nails Bolts 133% 160% 133% 160%

TDL5 A24 12 2 5-3/16 2-1/4 (1) 1/2 (4) 16d (1) 1/2

TDL10 A311 12 2 9-3/4 2-1/4 (1) 1/2 (4) 16d (1) 1/2

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

SteelGauge

USPStock No.

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

Uplift

Strap

Nails Bolts

DF-L / SP

795 955 920 1105

Typical TDL10embedded interior

installation

4˝ Min.

Typical TDL5interior installation



To Sill Plate To Stud

Ref. No. Strap Base W L CL Screws 100% 133% 100% 133% 100% 133%

TD8S S/HD8S 10 3/8 2-1/2 13-7/8 1-5/8 (1) 7/8 (24) #10 4655 6210 8110 9665 10310 10310

TD10S S/HD10S 10 3/8 2-1/2 16-1/8 1-5/8 (1) 7/8 (30) #10 5820 7760 10140 11525 12910 12910 TD15S S/HD15S 7 1/2 2-5/8 21-1/2 1-11/16 (1) 1 (48) #10 9310 12270 14345 14345 16585 16585

1) Back-to-back stud members are required unless otherwise noted. 2) The allowable loads at 133% can only be used with codes that permit the use of alternate basic load combinations and when the referenced materials standard permits it. 3) Designer shall specify anchor embedment and configuration. 4) Designer shall verify the adequacy of the steel studs to transfer the required load. New products or updated product information are designated in red.

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

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

2-43 mil (2-18ga)Back-to-Back Studs

2-54 mil (2-16ga)Back-to-Back StudsUSP

Stock No.

Steel Gauge Dimensions Fastener Schedule

AnchorBolts

Materials: 10 gauge with 3/8˝ plate Finish: USP primer

Installation:

• Use all specified fasteners. See Product Notes, page 16.• See STB series, pages 34-35, for anchor bolt installation options. A design professional may specify alternate anchorage with conventional anchor bolts.• Tighten anchor bolt nuts finger tight snug to base, plus 1/3 to 1/2 additional turnswith a wrench. To preventh loosening of the anchor nut during critical loading, use a locking night or tighten a second nut over the first to lock nuts in place.

Typical TD8Sinstallation

TD8S

D

2 1/4˝

W

3/8˝

L

CL

Cold Formed Steel Holdowns – TDS series

Narrow width allowsfor easy fit inside

stud section

STBAnchors

Boltpages34-35

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KCCKECCQ KECC

KLCC

EPB

CBS KCBQ KCBCBE

PA PA(E) PAU

WAS

EBG44

D DBC DBF

CPB

PCMEPCM

KCCQ

PBC

WE

CBSQ

Post Anchors . . . . . . . . . . . . . . . . . . Page 55• PA, PA(E), & PAU SeriesAdjustable wood to concrete post base with 1˝ stand-off fastens withanchor bolt.

Wet Post Anchors . . . . . . . . . . . . . . Page 56• WAS SeriesWood-to-concrete post base with 1˝ stand-off installs in wet concrete.

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

Elevated Post Bases. . . . . . . . . . . . Page 57• EBG44 & EPB Series Elevated post bases with tube support allowing for up to 1˝ clearance.

Post Anchors . . . . . . . . . . . . . . . . . . Page 58• D SeriesLight capacity post anchor nails to post and base.

Column Bases . . . . . . . . . . . . . Pages 58-60• CBSQ SeriesHigh capacity column base with 1˝ stand-off fastens to column with WSWood Screws.

• CBS SeriesHigh capacity column base with 1˝ stand-off bolts to column.

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

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

• KCB SeriesHigh capacity column base bolts to column.

Post Caps . . . . . . . . . . . . . . . . . Pages 61-63• EPCM & PCM Series Medium-capacity post to beam connector.

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

• PBC SeriesLight-capacity corner post to beam connector.

Composite Post Bases . . . . . . . . . . Page 63• CPB SeriesElevated post base to avoid moisture from ground contact.

Lally Column Caps . . . . . . . . . . Page 63-64• KLCC SeriesConnects lally columns to beams.

Column Caps . . . . . . . . . . . . . . Pages 64-66• KCCQ & KECCQ Series

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

with WS Wood Screws.

• KCC & KECC SeriesHeavy-capacity column to beam connector bolts to column and beam.

PBCPBES PBS


Caps & Bases

Typical PA44Einstallation

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

Post Anchors are used to secure wood posts to concrete footings. These post anchors also provide moisture damage protection and feature a 1˝ stand-off plate to elevate wood posts above concrete surfaces.

PA(E) – 2-sided post anchors with high uplift and bearing capacity.

PA – High capacity utilizing 4-sided design.

PAU – Higher uplift resistance and optional bolt fastening to post.

Materials: See chartFinish: G90 galvanizing, PA_E-GC models - Gold Coat

Options: PA44, PA46, PA66, PA44E, PA46E, PA66E, PAU44, PAU46, PAU66 & PAU88 are available in Triple Zinc. To order, add TZ tostock number, as in PA44-TZ.

Codes: ICC-ES ESR-1178, NER 530 & NER 608, FL569R-1, FL821, FL822, L.A. City RR 25337 & RR 25357, Dade County, FL 03-0508.05 — PAU44 & PAU66

Installation:• Use all specified fasteners. Install with supplied washer. See Product Notes, page 16.• 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 5/8˝ diameter anchor bolt at desired location with minimum 4˝embedment into 2000 psi concrete. A minimum 2˝ edge distance is required to achieve allowable loads.• For hardened concrete or retrofit installations – use 5/8˝ diameter threaded rod with USP’s CIA-EAor CIA-GEL 7000 adhesive, follow installation instructions.

2˝

2 3/4˝

H

LW

PA

PAU

PAUcross-section

Stand-off plate

Washer

Base

Bearing

Anchor

Ref. No. Base W H L Bolt Nails Bolts 100% 133% 160% 133% 160%

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

4 x 4 Rough PA44R AB44R 18 12 4-1/16 3-1/2 4 (1) 1/2 (12) 16d -- -- 5135 380 380 -- -- -- -- 4 x 6 PA46 AB46 18 12 3-9/16 3-1/2 5-1/2 (1) 1/2 (14) 16d -- -- 6285 505 505 -- -- -- --

4 x 6 Rough PA46R AB46R 18 10 4-1/16 3-1/2 6 (1) 1/2 (14) 16d -- -- 6285 505 505 -- -- -- --

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

7-1/4 x 7-1/4 PA725 -- -- 16 12 7-5/16 4 7-5/16 (1) 1/2 (16) 16d -- -- 6950 555 555 -- -- -- -- 8 x 8 PA88 -- -- 18 12 7-9/16 3-5/8 7-3/8 (1) 1/2 (16) 16d -- -- 7540 650 650 -- -- -- --

8 x 8 Rough PA88R -- -- 18 12 8-1/16 3-5/8 8 (1) 1/2 (16) 16d -- -- 7540 650 650 -- -- -- --

PA44E ABE44 (6) 16d PA44E-GC -- -- (6) N16C-GC

PA46E ABE46 (8) 16d PA46E-GC -- -- (8) N16C-GC

PA66E ABE66 (8) 16d

PA66E-GC -- -- (8) N16C-GC 4 x 4 PAU44 ABU44 12 16 3-9/16 5-7/16 3 (1) 5/8 (12) 16d (2) 1/2 6775 2350 2535 2265 2265

4 x 6 PAU46 ABU46 10 12 3-9/16 6 5 (1) 5/8 (12) 16d (2) 1/2 13815 2350 2535 2265 2265

6 x 6 PAU66 ABU66 10 12 5-1/2 6 5 (1) 5/8 (12) 16d (2) 1/2 16005 2380 2380 2265 2265 8 x 8 PAU88 ABU88 12 12 7-1/2 7-3/16 7-1/16 (2) 5/8 (14) 16d -- -- 24900 2780 3185 -- -- -- --

8 x 8 Rough PAU88R ABU88R 12 12 8-1/16 6-15/16 7-1/16 (2) 5/8 (14) 16d -- -- 24900 2780 3185 -- -- -- --

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-5/8˝ for 16d nails and N16C-GC. 3) All bolts shall meet or exceed the specifications of ASTM A 307. 4) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. New products or updated product information are designated in red.


Uplift1

Nails Bolts

DF-L / SP

Post/Column Size

USPStock No.

Dimensions Fastener Schedule2,3

Post

Steel Gauge

Stand-off

Plate

4 x 4

4 x 6

6 x 6

18

18

-- --3-9/16 3-1/2 3-1/2 (1) 1/2

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

16

-- --

14 12 5-1/2 3-1/2 5-1/2

(1) 5/8

(1) 5/8 -- --

12

-- --

-- --

-- --1060 1060

-- --

-- --

-- --

6775 990 990

13815 825 825

16005



Typical PAinstallation

The codes specify that non decay resistant columns exposed toweather or located in basements or cellars must be supported bypiers or metal pedestals projecting 1-inch above floor or finished grade. IRC R319.1.4, IBC 2304.11.2.6, UBC 2306.5

The codes specify that structural columns shall be fastened to resist net induced uplift forces and prevent lateral displacementat the bottom end. IRC R407.3, IBC 2304.9.7, UBC 2314

NEWSIZES

GOLDCOAT

AVAILABLE IN

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®Wet Post Anchors – WAS & WE series

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

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


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

Codes: NER 530 & NER 608, ICBO 2039, FL821, FL822, L.A. City RR 23888 & RR 25337

Installation:• Use all specified fasteners. See Product Notes, page 16. • Insert into wet concrete after the pour. For the WE, embed the anchor so that thebase plate is flush with the surface of the concrete. For the WAS, embed theanchor until the concrete surface meets the bottom edge of the stand off baselegs. This will provide a 1˝ stand-off where required. A 2˝ minimum edge distanceis required to achieve allowable loads. • Not recommended for fence posts or other unrestrained (not fixedor fastened at top) applications. These anchors are not designed to resist overturning (moment) loads.

Bearing

Ref. No. Base Strap W1 W2 H1 H23L Nails4 Bolts6

133% 160% 133% 160% 133% 160% 133% 160% 100% 133% 160% 133% 160%

4 x 4 WE44 PB44 12 12 3-1/2 -- -- 4-3/4 3-3/8 3-1/4 (12) 16d (2) 1/2 1180 1180 1020 1020 1135 1135 910 910 -- -- 1405 1405 1430 1430

4 x 4 Rough

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

4 x 6 WE46 PB46 12 12 5-1/2 -- -- 4-3/4 3-3/8 3-1/4 (12) 16d (2) 1/2 1180 1180 1020 1020 1135 1135 910 910 -- -- 1405 1405 1430 1430

4 x 6 Rough

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

6 x 6 WE66 PB66 12 12 5-1/2 -- -- 5 3-5/8 5-3/8 (12) 16d -- -- -- -- -- -- -- -- -- -- 2385 2860 -- -- -- -- -- -- 2100 2100 -- -- -- --

6 x 6 Rough

WE66R PB66R 12 12 6 -- -- 5 3-5/8 5-3/8 (12) 16d -- -- -- -- -- -- -- -- -- -- 2385 2860 -- -- -- -- -- -- 2100 2100 -- -- -- --

4 x 4 WAS44 PBS44A 16 14 3-9/16 3-1/2 6-3/4 3-1/2 2-1/4 (14) 16d (2) 1/2 1405 1405 1415 1415 1300 1300 1300 1300 6775 2600 2600 2600 2600

4 x 6 WAS46 PBS46 12 14 3-9/16 5-1/2 6-3/4 3-1/2 2-1/4 (14) 16d (2) 1/2 1405 1405 1485 1485 1300 1300 1300 1300 13815 2600 2600 2600 2600

6 x 6 WAS66 PBS66 12 12 5-1/2 5-1/2 6-3/4 5 2-1/4 (14) 16d (2) 1/2 2100 2100 2165 2165 1540 1540 1540 1540 16005 2745 3295 3640 4370

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 3) H2 is mimimum embedment length of anchor into concrete. 4) Minimum nail embedment shall be 1-5/8˝ for 16d nails. 5) Minimum concrete compressive strength shall be 2,000 psi at 28 days. 6) All bolts shall meet or exceed the specifications of ASTM A 307.

Steel Gauge

USPStock No.

PostSize

Uplift1

Nails BoltsNails Bolts Nails Bolts

Dimensions

F1 F2

FastenerSchedule


DF-L / SP

2˝ Min. edge distance

W1

H1

H2

L

Typical WEinstallation WE

L

H1

W2

W1

11 3/16˝

H2

WAS



Uplift

1˝ Stand-offplate2˝ Min.

edgedistance

F1F2

Typical WASinstallation

The codes specify that non decay resistant columnsexposed to weather or located in basements or cellarsmust be supported by piers or metal pedestals projecting 1-inch above floor or finished grade.IRC R319.1.4, IBC 2304.11.2.6, UBC 2306.5

The codes specify that structural columns shall be fastened to resist net induced uplift forces and preventlateral displacement at the bottom end. IRC R407.3, IBC 2304.9.7, UBC 2314

F1

F2

Uplift

Bearing

3˝ Min. edgedistance

Typical EPBinstallation

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®Elevated Post Bases – EBG44 & EPB series

L

H1

H2

W

EBG/EPB similar

Bearing

Post Size Ref. No. W L H1 H2 133% 160% 133% 160% 100% 133% 160%

4 x 4 EPB4408 EPB44 3-9/16 3 3 8 (8) 16d 1115 1115 1075 1075 3045 1140 1140

4 x 4 EPB4412 EPB44-12 3-9/16 3 3 12 (8) 16d 1115 1115 1075 1075 3045 1140 1140

4 x 6 EPB4608 EPB46 3-9/16 5 3 8 (12) 16d 2270 2330 1695 1695 3045 1560 1560 4 x 6 EPB4612 EPB46-12 3-9/16 5 3 12 (12) 16d 2270 2330 1695 1695 3045 1560 1560

6 x 6 EPB6608 EPB66 5-9/16 5 3-3/16 8 (12) 16d 2270 2330 1695 1695 4665 1560 1560 6 x 6 EPB6612 EPB66-12 5-9/16 5 3-3/16 12 (12) 16d 2270 2330 1695 1695 4665 1560 1560

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

1) Lateral loads (F1 and F2) are for conditions where pipe extends no more than 1" above the concrete surface. 2) Uplift Loads have been increased 33-1/3% or 60% for wind and seismic loads; no further increase shall be permitted. 3) Minimum nail embedment shall be 1-5/8˝ for 16d nails.

USPStock No.

Fastener

Schedule3


F11 F21 Uplift2DF-L / SP

1˝ Max.elevation

Typical EBG44installation

These post bases allow installers to pre-align posts and preset postheights above concrete floors or footings. By eliminating post-to-concretecontact, moisture damage is reduced.

EPB – Welded and primed.

EBG44 – Galvanized for added corrosion resistance.

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

Finish: EPB – USP primer;EBG44 – G90 galvanizing

Options: EBG44 is available in Triple Zinc. To order,add TZ to stock number, as in EBG44-TZ.EPB4408 is available in Hot-dip galvanized.To order, add HDG to stock number, as in EPB4408-HDG.

Codes: NER 505, L.A. City RR 25303, FL816Patents: #5,456,441— EBG44

Installation:• Use all specified fasteners. See Product Notes, page 16.• These post bases allow installers to pre-align posts and preset postheights above concrete floors or footings. By eliminating post-to-concrete contact, moisture damage is reduced.



3˝ Min. edgedistance

1˝ standoff

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

DBC44 – Secures 4 x 4 nominal corner posts.

DBF44 – Secures 4 x 4 nominal posts in flush applications to decking.


Options: D44, D46, & D66 are available in Triple Zinc. To order, add TZ to stock number, as in D44-TZ.


W

W

H

L

Typical DBF44 installation

DBF44

Installation:• Use all specified fasteners. See Product Notes, page 16.• Not recommended for fence posts or other unrestrained (not fixedor fastened at top) applications. These anchors are not designed toresist overturning (moment) loads.• While D series post anchors offer some lateral and uplift resistance, theyare not recommended as a primary means of anchorage for posts in railings. They may be used only for intermediate posts between fullyanchored corner / end posts in rail systems.

W

H

WL

F1 F2

Post Size Ref. No. W H L Post Base 133% 160% 133% 160% 133% 160%

4 x 4 DBC44 -- -- 18 3-5/8 3-7/8 5-3/4 (8) 10d (8) 10d -- -- -- -- -- -- -- -- -- -- -- --

4 x 4 DBF44 -- -- 18 3-9/16 1-7/8 7-3/4 (8) 10d (8) 10d -- -- -- -- -- -- -- -- -- -- -- --

4 x 4 D44 BC40 18 3-9/16 2-1/2 3-3/8 (8) 16d (4) 16d 730 875 730 875 730 875 4 x 4 Rough D44R BC40R 18 4 3 3-3/4 (8) 16d (4) 16d 730 875 730 875 730 875

4 x 6 D46 BC460 18 3-9/16 3 5-3/8 (10) 16d (5) 16d 910 1020 910 1095 910 1095

4 x 6 Rough D46R -- -- 18 4 3 5-3/8 (10) 16d (5) 16d 910 1020 910 1095 910 1095 6 x 6 D66 BC60 18 5-1/2 3 5-3/8 (10) 16d (5) 16d 910 1020 910 1095 910 1095

6 x 6 Rough D66R BC60R 18 6 3 5-3/8 (10) 16d (5) 16d 910 1020 910 1095 910 1095 8 x 8 D88 -- -- 18 7-1/2 3 7-3/8 (12) 16d (5) 16d 910 1020 910 1095 910 1095

8 x 8 Rough D88R -- -- 18 8 3 7-3/8 (12) 16d (5) 16d 910 1020 910 1095 910 1095

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


UpliftUSPStock No.

SteelGauge

Fastener Schedule1Dimensions

DF-L / SP

Typical DBC44installation

DBC44

L

H

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D

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Column Bases – CBSQ seriesThese column bases install using USP’s WS2-HDG Wood Screws,reducing installation time and cost. Designed for high uplift in highwind or seismic applications. Includes a stand-off plate to protectthe wood from ground contact moisture.

Materials: See chartFinish: G-185 galvanizing

Installation:• Use all specified fasteners. See Product Notes, page 16.• WS2-HDG Wood Screws, 1/4˝ dia. x 2˝ long, are supplied withCBSQ Bases.• All models require a minimum edge distance of 3˝.• Embed the column base until the concrete surface meets the bottom edge of the stand-off plate.• Not recommended for fence posts or other unrestrained (notfixed or fastened at top) applications. These bases are notdesigned to resist overturning (moment) loads.

Ref. No. Strap Base W1 W2 H L 133% 160%

4 x 4 CBSQ44-TZ CBSQ44-SDS2 10 16 3-9/16 3-1/2 8-3/4 2-1/4 (14) WS2-HDG 6775 5710 6855

4 x 6 CBSQ46-TZ CBSQ46-SDS2 10 12 3-9/16 5-7/16 8-3/4 2-1/4 (14) WS2-HDG 13815 5710 6855 6 x 6 CBSQ66-TZ CBSQ66-SDS2 10 12 5-1/2 5-7/16 8-3/4 3 (14) WS2-HDG 16005 5710 6855

1) Allowable loads are based on 1997 NDS®. 2) Uplift Loads have been increased 33-1/3% or 60% for wind and seismic loads, no further increase shall be permitted. 3) WS2-HDG Wood Screws are 1/4˝ x 2˝ and are included with CBSQ Column Bases. 4) Concrete compressive strength shall be 2,000 psi or greater at 28 days.

Steel Gauge Dimensions Allowable Loads (Lbs.)1

Bearing100%

DF-L / SP

ColumnSize

Fastener

Schedule3,4

USPStock No.

Uplift2

Post Anchors – D series, DBC44, & DBF44

CBSQ44-TZ Typical CBSQ44-TZinstallation

W2

W1

L

H

7 3/16˝

The codes specify that non decayresistant columns exposed to weatheror located in basements or cellars mustbe supported by piers or metalpedestals projecting 1-inch above flooror finished grade. IRC R319.1.4, IBC 2304.11.2.6, UBC 2306.5

The codes specify that structuralcolumns shall be fastened to resist netinduced uplift forces and prevent lateral displacement at the bottom end.IRC R407.3, IBC 2304.9.7, UBC 2314

1˝standoff

A heavy, riveted design, the CBS Column Bases include a stand-off plate to protect the wood column from ground contact moisture.

Materials: See chart Finish: G90 galvanizing

Options: CBS44 & CBS66 are available in Hot-dip galvanized.To order, add HDG to stock number, as in CBS44-HDG.

Codes: NER 608, ICBO 2039, FL821

Installation:• Use all specified fasteners. See Product Notes, page 16.• Not recommended for fence posts or other unrestrained (not fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads.• All models require a minimum edge distance of 3˝.• Bolted models feature diamond holes for temporary nail fastening to facilitate drilling and bolting.• Embed the column base until the concrete surface meets the bottom edge of the stand off plate.



3˝

7 3/16˝

H

W1

W2

L

CBS

Typical CBS installation

Bearing

Ref. No. Strap Base W1 W2 H L 100% 133% 160%

4 x 4 CBS44 CBS44 10 16 3-9/16 3-1/2 8-3/4 2-1/4 (2) 5/8 6775 5525 5525

4 x 6 CBS46 CBS46 10 12 3-9/16 5-7/16 8-3/4 2-1/4 (2) 5/8 13815 5525 5525

6 x 6 CBS66 CBS66 10 12 5-1/2 5-1/2 8-3/4 3 (2) 5/8 16005 5605 6700

1) Uplift Loads have been increased 33-1/3% or 60% for wind and seismic loads, no further increase shall be permitted. 2) Bolts shall conform to ASTM A 307 or better. 3) Concrete compressive strength shall be 2,000 psi or greater at 28 days.

Steel Gauge Dimensions Allowable Loads (Lbs.)

ColumnSize

FastenerSchedule 2,3

USPStock No.

Uplift1

DF-L / SP

KCBQ66

W2

W1

8˝

H

L

3˝ Min. edge distance

Typical KCBQ66 installation

Column Bases – KCBQ series

These column bases install using USP’s WS Wood Screws, reducing installation timeand cost. Wood screws provide a lower profile than bolts and maintain the wood crosssection of the post. Designed for high uplift in high wind or seismic applications.

Materials: 7 gaugeFinish: G90 galvanizingCodes: NER 532, ICBO 2725, FL819,

L.A. City RR 25104

Installation:• Use all specified fasteners. See Product Notes, page 16.• WS2 Wood Screws, 1/4˝ dia. x 2˝ long, are supplied with KCBQ Column Bases.• Not recommended for fence posts or other unrestrained (not fixed or fastened at top)applications. These bases are not designed to resist overturning (moment) loads.• All models require a minimum edge distance of 3˝.• Embed column base with bottom of base plate flush to concrete.

Ref. No. Strap Base W1 W2 H L 133% 160%

4 x 4 KCBQ44 CBQ44-SDS2 7 7 3-9/16 3-1/2 8-5/8 2 (12) WS2 5010 5535

4 x 6 KCBQ46 CBQ46-SDS2 7 7 3-9/16 5-1/2 8-5/8 2 (12) WS2 5010 5535 6 x 6 KCBQ66 CBQ66-SDS2 7 7 5-1/2 5-1/2 8-5/8 3 (12) WS2 5010 5535

1) Allowable loads are based on the 1997 NDS®. 2) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) WS2 Wood Screws are 1/4˝ dia. x 2˝ long and are included with KCBQ Column Bases. 4) Concrete compressive strength shall be 2,000 psi or greater at 28 days.

ColumnSize

USPStock No.

Steel Gauge Allowable Loads (Lbs.)1

Uplift2

Dimensions

FastenerSchedule3,4

DF-L / SP




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Column Bases – CBE & KCB series

W2

3 3/16˝

L

H

7˝

W1

Column Size Ref. No. Strap Base W1 W2 H L Bolts Nails 133% 160% 133% 160%

4 x 4 CBE44 LCB44 12 12 3-9/16 3-1/2 7-1/2 2 (2) 1/2 (12) 16d 3650 4380 2350 2820

4 x 4 Rough CBE44R LCB44R 12 12 4-1/16 3-1/2 7-1/2 2 (2) 1/2 (12) 16d 3645 4375 2350 2820 4 x 6 CBE46 LCB46 12 12 3-9/16 5-1/2 7-1/2 2 (2) 1/2 (12) 16d 3640 4370 2350 2820

6 x 6 CBE66 LCB66 12 12 5-1/2 5-1/2 7-1/2 2 (2) 1/2 (12) 16d 3635 4360 2350 2820 6 x 6 Rough CBE66R LCB66R 12 12 6 6 7-1/2 2 (2) 1/2 (12) 16d 3635 4360 2350 2820

4 x 4 KCB44 CB44 7 7 3-9/16 3-9/16 8-7/8 2 (2) 5/8 -- -- 5910 7090 -- -- -- --

3-1/2 x 5-1/4 KCB45 -- -- 7 7 3-9/16 5-3/8 8-7/8 2 (2) 5/8 -- -- 5905 7085 -- -- -- -- 4 x 6 KCB46 CB46 7 7 3-9/16 5-1/2 8-7/8 2 (2) 5/8 -- -- 5900 7080 -- -- -- --

4 x 8 KCB48 CB48 7 7 3-9/16 7-1/2 8-7/8 2 (2) 5/8 -- -- 5890 7070 -- -- -- -- 5-1/4 x 5-1/4 KCB55 -- -- 7 7 5-3/8 5-3/8 8-7/8 3 (2) 5/8 -- -- 5910 7090 -- -- -- --

5-1/4 x 7 KCB57 -- -- 7 7 5-3/8 7 8-7/8 3 (2) 5/8 -- -- 5900 7080 -- -- -- --

6 x 4 KCB64 CB64 7 7 5-1/2 3-1/2 8-7/8 3 (2) 5/8 -- -- 5915 7095 -- -- -- -- 6 x 6 KCB66 CB66 7 7 5-1/2 5-1/2 8-7/8 3 (2) 5/8 -- -- 5905 7085 -- -- -- --

6 x 8 KCB68 CB68 7 7 5-1/2 7-1/2 8-7/8 3 (2) 5/8 -- -- 5900 7080 -- -- -- -- 6 x 10 KCB610 CB610 7 7 5-1/2 9-1/2 8-7/8 3 (2) 5/8 -- -- 5895 7075 -- -- -- --

6 x 12 KCB612 CB612 7 7 5-1/2 11-1/2 8-7/8 3 (2) 5/8 -- -- 5890 7070 -- -- -- --

7 x 3-1/2 KCB74 CB7-1/8-4 3 7 7-1/8 3-1/2 9-3/4 3 (2) 3/4 -- -- 8185 8185 -- -- -- -- 7 x 5-1/2 KCB76 CB7-1/8-6 3 7 7-1/8 5-1/2 9-3/4 3 (2) 3/4 -- -- 8185 8185 -- -- -- --

7 x 7 KCB77 CB7-1/8-7 3 7 7-1/8 7-1/8 9-3/4 3 (2) 3/4 -- -- 8185 8185 -- -- -- -- 8 x 6 KCB86 CB86 3 7 7-1/2 5-1/2 9-3/4 3 (2) 3/4 -- -- 8185 8185 -- -- -- --

8 x 8 KCB88 CB88 3 7 7-1/2 7-1/2 9-3/4 3 (2) 3/4 -- -- 8185 8185 -- -- -- --

8 x 10 KCB810 CB810 3 7 7-1/2 9-1/2 9-3/4 3 (2) 3/4 -- -- 8185 8185 -- -- -- -- 8 x 12 KCB812 CB812 3 7 7-1/2 11-1/2 9-3/4 3 (2) 3/4 -- -- 8185 8185 -- -- -- --

10 x 10 KCB1010 CB1010 3 7 9-1/2 9-1/2 9-3/4 3 (2) 3/4 -- -- 8185 8185 -- -- -- -- 10 x 12 KCB1012 CB1012 3 7 9-1/2 11-1/2 9-3/4 3 (2) 3/4 -- -- 8185 8185 -- -- -- --

12 x 12 KCB1212 CB1212 3 7 11-1/2 11-1/2 9-3/4 3 (2) 3/4 -- -- 8155 8185 -- -- -- --

5-1/8 glulam KCB5 -- -- 3 7 5-1/4 specify 9-3/4 3 (2) 3/4 -- -- 8185 8185 -- -- -- --

6-3/4 glulam KCB7 -- -- 3 7 6-7/8 specify 9-3/4 3 (2) 3/4 -- -- 8185 8185 -- -- -- -- 8-3/4 glulam KCB9 -- -- 3 7 8-7/8 specify 9-3/4 3 (2) 3/4 -- -- 8185 8185 -- -- -- --

1) Uplift Loads have been increased 33-1/3% or 60% for wind and seismic loads, no further increase shall be permitted. 2) All bolts shall meet or exceed the specifications of ASTM A 307. 3) Minimum nail embedment shall be 1-5/8˝ for 16d nails. 4) Concrete compressive strength shall be 2,000 psi or greater at 28 days. 5) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined.


Glulam Sizes

USPStock No.

Steel Gauge Dimensions Fastener Schedule2,3,4

Uplift1

Bolts Nails

DF-L / SP

CBE

Typical CBEinstallation

2˝ or 3˝Min.edge distance

W2

W1

L

H

8˝

3˝

KCB

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

KCB – Provides high structural capacity and rugged performance.

Materials: See chartFinish: CBE & KCB (5/8˝ bolt models) – G90 galvanizing;

KCB (3/4˝ bolt models) – USP primerOptions: KCB models available in rough/ full sizes.

KCB44, KCB46, KCB48, KCB66, KCB68, KCB88, KCB1010, & KCB1012 are available in Hot-dip galvanized. To order, add HDG to stock number, as in KCB44-HDG.

Codes: NER 530, FL822, LA City RR 25337

Installation:• Use all specified fasteners. See Product Notes, page 16.• 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 facilitatedrilling and bolting. • Embed column base with bottom of base plate flush to concrete.

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Post Caps – EPCM & PCM series


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PCM EPCM

PCM EPCM PCM EPCM PCM EPCM

Ref. No. Beam Post W1 W2 H1 L1 L2 L3 133% 160% 133% 160% 133% 160% 133% 160% 133% 160% 133% 160%

PCM4416 PC44-16 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 11 7-1/4 1300 1300 1300 1300 1470 1480 1470 1480 1100 1100 1100 1100

PCM44 PC44 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 11 7-1/4 1750 1750 1570 1750 1570 1850 1570 1850 1570 1880 1570 1880 PCM46 PC46 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 13 9-1/4 1750 1750 1570 1750 1570 1850 1570 1850 1570 1880 1570 1880

PCM4516 -- -- 3-1/2 5-1/4 3-9/16 5-5/16 3-9/16 2-7/16 12-3/4 9 1300 1300 1300 1300 1470 1480 1470 1480 1100 1100 1100 1100

PCM4616 PC46-16 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 13 9-1/4 1300 1300 1300 1300 1470 1480 1470 1480 1100 1100 1100 1100 PCM4716 -- -- 3-1/2 7x 3-9/16 7-1/8 3-9/16 2-7/16 14-9/16 10-13/16 1300 1300 1300 1300 1470 1480 1470 1480 1100 1100 1100 1100

PCM4816 PC48-16 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 15 11-1/4 1300 1300 1300 1300 1470 1480 1470 1480 1100 1100 1100 1100 PCM48 PC48 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 15 11-1/4 1750 1750 1570 1750 1570 1850 1570 1850 1570 1880 1570 1880

PCM5416 -- -- 5-1/4 3-1/2 5-5/16 3-9/16 3-5/8 3-13/16 11 7-1/4 1300 1300 1300 1300 1470 1480 1470 1480 1100 1100 1100 1100

PCM5516 -- -- 5-1/4 5-1/4 5-5/16 5-5/16 3-5/8 3-13/16 12-3/4 9 1300 1300 1300 1300 1470 1480 1470 1480 1100 1100 1100 1100 PCM6416 PC64-16 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 11 7-1/4 1765 1765 1470 1765 1470 1765 1470 1765 1090 1090 1090 1090

PCM64 PC64 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 11 7-1/4 2115 2115 1570 1880 1570 1805 1570 1805 1570 1795 1570 1795 PCM6616 PC66-16 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 13 9-1/4 1765 1765 1470 1765 1470 1765 1470 1765 1090 1090 1090 1090

PCM66 PC66 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 13 9-1/4 2115 2115 1570 1880 1570 1805 1570 1805 1570 1795 1570 1795

PCM6816 -- -- 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 15 11-1/4 1765 1765 1470 1765 1470 1765 1470 1765 1090 1090 1090 1090 PCM68 PC68 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 15 11-1/4 2115 2115 1570 1880 1570 1805 1570 1805 1570 1795 1570 1795

PCM75 -- -- 7-1/8 5-1/4 7-1/8 5-5/16 3-11/16 5-5/8 12-3/4 10 2115 2115 1570 1880 1570 1805 1570 1805 1570 1795 1570 1795 PCM77 -- -- 7-1/8 7-1/8 7-1/8 7-1/8 3-11/16 5-5/8 14-9/16 10-13/16 2115 2115 1570 1880 1570 1805 1570 1805 1570 1795 1570 1795

PCM8416 -- -- 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 11 7-1/4 1765 1765 1470 1765 1470 1765 1470 1765 1090 1090 1090 1090

PCM84 PC84 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 11 7-1/4 2115 2115 1570 1880 1570 1805 1570 1805 1570 1795 1570 1795 PCM8616 -- -- 8x 6x 7-1/2 5-9/16 3-3/8 5-5/8 13 9-1/4 1765 1765 1470 1765 1470 1765 1470 1765 1090 1090 1090 1090

PCM86 PC86 8x 6x 7-1/2 5-9/16 3-1/2 5-5/8 13 9-1/4 2115 2115 1570 1880 1570 1805 1570 1805 1570 1795 1570 1795

PCM8816 -- -- 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 15 11-1/4 1765 1765 1470 1765 1470 1765 1470 1765 1090 1090 1090 1090 PCM88 PC88 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 15 11-1/4 2115 2115 1570 1880 1570 1805 1570 1805 1570 1795 1570 1795

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted.

DF-L / SP


F1 F2 Uplift1

USPStock No.

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

EPCM – End column caps.


Options: PCM44, PCM4416, PCM46, PCM4616, PCM66, PCM6616, EPCM4416, & EPCM4616 are available in Triple Zinc. To order, add TZ to stock number, as in PCM44-TZ. To order for end post applications, add E to the beginning of the part number, as in EPCM4416.

Codes: NER 505, L.A. City RR 25303, FL816

Installation:• Use all specified fasteners. See Product Notes, page 16.• PCM_16 post caps should not be substituted for PCM_12 postcaps unless approved by the Engineer of Record.

3 3/4˝

H1

W1

L2

L1W2

Uplift

F1

F2

PCMTypical PCM46

installation

Typical EPCMinstallation

3 3/4˝

H1

W1L3

L1W2

EPCMRef. Series Post Beam

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

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

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

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

USPSeries

SteelGauge

Fastener Schedule1

CCaappss &&

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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.

Materials: 18 gaugeFinish: G90 galvanizing, PB44-GC & PB66-6GC – Gold Coat

Options: C44, C46, C66, PB44-6, PB66-6, PBS44, PBS66, PBES44, & PBES66 are available in Triple Zinc. To order, add TZ to stock number, as in PBS44-TZ.

Codes: NER 505, ICBO 2039, L.A. City RR 23888 & RR 25303, FL569-R1, FL816, Dade County, FL 03-0508.05 — C44, C46, C66, & C88

Installation:• Use all specified fasteners. See Product Notes, page 16.• These products are designed to work with single, solid-sawn beams, but can be used with built-up beams. Wheninstalled to multiple beams made up of 2x lumber and shims, fasten the plys and shims together to act as a unit.

Typical PB installation

H1 W1L1

L2

H2

Uplift

F1

F2

PBES

Typical PBS installation

L1

H1

W1

H2

PB44-6

Post Size Ref. No. W1 W2 H1 H2 L1 L2 Post Beam 133% 160% 133% 160% 133% 160%

4 x 4 C44 BC4 18 3-9/16 3-9/16 2-7/8 2-7/8 3-1/4 3-1/4 (6) 16d (6) 16d 1095 1225 1095 1225 1000 1000 4 x 4 Rough C44R BC4R 18 4 4 2-5/8 2-5/8 3-1/4 3-1/4 (8) 16d (8) 16d 1225 1225 1225 1225 1000 1000

4 x 6 C46 BC46 18 3-9/16 5-1/2 2-9/16 2-5/8 3-3/8 5-1/4 (6) 16d (10) 16d 1095 1225 1095 1225 1000 1000

4 x 6 Rough C46R BC46R 18 4 6 2-3/4 2-3/4 3-1/4 5-1/4 (8) 16d (10) 16d 1225 1225 1225 1225 1000 1000

6 x 6 C66 BC6 18 5-1/2 5-1/2 2-7/8 2-7/8 5-1/4 5-1/4 (12) 16d (12) 16d 2185 2525 2185 2525 1090 1090

6 x 6 Rough C66R BC6R 18 6 6 2-13/16 2-13/16 5-1/4 5-1/4 (10) 16d (10) 16d 1820 2190 1820 2190 1090 1090

8 x 8 C88 BC8 18 7-1/2 7-1/2 5 5 7-3/8 7-3/8 (16) 16d (16) 16d 2525 2525 2525 2525 1125 1125

8 x 8 Rough C88R -- -- 18 8 8 5 5 7-3/8 7-3/8 (16) 16d (16) 16d 2525 2525 2525 2525 1125 1125

PB44-6 2 LPC4

PB44-6GC2 -- --

PB66-6 2 LPC6

PB66-6GC 2 -- --

4 x 4 PBES442 ACE4 18 1-1/2 -- -- 1-1/16 4-1/16 3-1/4 4-3/4 (8) 16d (8) 16d 980 980 630 630 1450 1740

6 x 6 PBES662 ACE6 18 1-1/2 -- -- 2-1/8 2-5/16 5-1/2 7 (8) 16d (8) 16d 1275 1275 1010 1010 1450 1740

4 x 4 PBS442 AC4 18 1-7/16 -- -- 1-1/16 4-1/16 3-9/16 6-1/2 (12) 16d (12) 16d 975 975 1195 1195 2175 2610 4 x 4 Rough PBS44R

2 AC4R 18 1-1/2 -- -- 2-1/8 2-5/16 4 7 (8) 16d (8) 16d 1450 1680 1195 1195 1450 1740

6 x 6 PBS662 AC6 18 1-1/4 -- -- 1-1/16 4-1/8 5-1/2 8 (14) 16d (12) 16d 1010 1010 1310 1310 2175 2280

6 x 6 Rough PBS66R2 AC6R 18 1-1/4 -- -- 2-1/8 2-5/16 6 8-1/2 (10) 16d (10) 16d 1010 1010 1310 1310 1815 2175

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Load and nail schedules for two-piece models are per pair of post caps. 3) Minimum nail embedment shall be 1-5/8˝ for 16d nails. New products or updated product information are designated in red.

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

640

18 (8) 16d (8) 16d 400 400 1000 1000 640 640

400 940 940 640-- -- (8) 16d (8) 16d 400-- -- 2-1/8 1-1/2 3-5/8 4 x 4 - 6

6 x 6 - 6

18 1-1/2

1-1/2

USPStock No.

SteelGauge

Dimensions Fastener Schedule3 Allowable Loads (Lbs.)1

F1 F2 Uplift

DF-L / SP

Post Caps – C, PB, PBES, & PBS series©

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L2

L1

H1

W1

H2

PBS

Typical PBES installationTypical C44 installation

C44

H2

W2

L1W1

L2

H1

GOLDCOAT

AVAILABLE IN

W2W1

L

Typical PBCinstallation

PBC

USP2000-071

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Post Beam Corner – PBC series


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Typical KLCCinstallation

Lally Column Caps – KLCC series

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


Installation:• Use all specified fasteners. See Product Notes, page 16.• Fit KLCC onto lally column. Position wood beam in KLCC saddle and fasten.

CPB

Post Size Ref. No. W1 W2

4 x 4 CPB44 CPS4 3-1/4 3-1/4 2.2 (4) 10d 5235 6545

4 x 6 CPB46 CPS46 3-5/16 5-5/16 3.3 (4) 10d 6810 9820

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

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

1) Loads shall not be increased for short-term loading.

2) Loads require a minimum 650 psi wood compressive strength.

3) Concrete Design Bearing Strength = Ø (0.85 f'C A 1) with f'C = 2,500 psi. ACI 318-02, Section 10.17.1.

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

per ACI 318-02, Section 10.17.1.

ConcreteDesign Bearing

Strength3,4

BottomSurface

Bearing Area

USPStock No.

Dimensions Post BaseAllowableCapacity1,2

FastenerSchedule

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

Materials: High Strength composite

Installation:• Attach base to post with (4) 10d HDG nails.• Attach post to concrete using 1/2˝ diameter rod into concrete andextend into wood member.• Not recommended for fence posts or other unrestrained (notfixed or fastened at top) applications. These anchors are notdesigned to resist overturning (moment) loads.

Typical CPBinstallation

W1W2

1˝

The PBC series is a one-piece connector designed to secure twomitered beams on a corner post while providing uplift capacity.

Materials: 18 gaugeFinish: G-185 galvanizing

Installation:• Use all specified fasteners. See Product Notes, page 16.• Install PBC on outside corner of post forming tabs to inner sideof post.• Assumes beam members are bevel cut at corner.

Composite Post Bases – CPB series

Ref. No. W1 W2 L Post Beam 133% 160% 133% 160% 133% 160% 133% 160% 133% 160% 133% 160%

4 x 4 PBC44-TZ -- -- 18 3-9/16 3-9/16 4-15/16 (8) 16d (8) 16d 725 870 725 870 1450 1740 625 750 625 750 1250 1500

6 x 6 PBC66-TZ -- -- 18 5-9/16 3-9/16 6-15/16 (8) 16d (8) 16d 725 870 725 870 1450 1740 625 750 625 750 1250 1500

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) Minimum nail embedment shall be 1-5/8˝ for 16d nails.

Fastener Schedule2

F1

Dimensions Allowable Loads (Lbs.)1

S-P-F

F1 F2 UpliftPostSize

F2 Uplift

DF-L / SP

USPStock No.

SteelGauge


The codes specify that non decayresistant columns exposed to weatheror located in basements or cellars mustbe supported by piers or metalpedestals projecting 1-inch above flooror finished grade. IRC R319.1.4, IBC 2304.11.2.6, UBC 2306.5

The codes specify that structuralcolumns shall be fastened to resist netinduced uplift forces and prevent lateral displacement at the bottom end.IRC R407.3, IBC 2304.9.7, UBC 2314

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Typical KECCQ44end cap

installation

KCCQ KECCQ

Ref. No. W1 W2 H KCCQ KECCQ Beam 100% 100% 133% 160%

KCCQ325-4 CCQ3-4SDS2.5 7 3-1/4 3-5/8 6-1/2 11 7-1/2 (16) WS3 (14) WS3 21485 14650 5955 7060 KCCQ325-6 CCQ3-6SDS2.5 7 3-1/4 5-1/2 6-1/2 11 7-1/2 (16) WS3 (14) WS3 21485 14650 5955 7060 KCCQ44 CCQ44SDS2.5 7 3-5/8 3-5/8 6-1/2 11 8-1/2 (16) WS3 (14) WS3 24065 18595 5955 7060 KCCQ46 CCQ46SDS2.5 7 3-5/8 5-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 24065 18595 5955 7060 KCCQ48 CCQ48SDS2.5 7 3-5/8 7-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 24065 18595 5955 7060 KCCQ525-4 CCQ5-4SDS2.5 3 5-1/4 3-5/8 8 13 9-1/2 (16) WS3 (14) WS3 41640 30430 5955 7060 KCCQ525-6 CCQ5-6SDS2.5 3 5-1/4 5-1/2 8 13 9-1/2 (16) WS3 (14) WS3 41640 30430 5955 7060 KCCQ525-8 CCQ5-8SDS2.5 3 5-1/4 7-1/2 8 13 9-1/2 (16) WS3 (14) WS3 41640 30430 5955 7060 KCCQ64 CCQ64SDS2.5 7 5-1/2 3-5/8 6-1/2 11 8-1/2 (16) WS3 (14) WS3 37815 29220 5955 7060 KCCQ66 CCQ66SDS2.5 7 5-1/2 5-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 37815 29220 5955 7060 KCCQ67X CCQ6-7.13SDS2.5 7 5-1/2 7-1/8 6-1/2 11 8-1/2 (16) WS3 (14) WS3 37815 29220 5955 7060 KCCQ68 CCQ68SDS2.5 7 5-1/2 7-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 37815 29220 5955 7060 KCCQ74 CCQ74SDS2.5 3 6-7/8 3-5/8 6-1/2 11 8-1/2 (16) WS3 (14) WS3 46405 35860 5955 7060 KCCQ76 CCQ76SDS2.5 3 6-7/8 5-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 46405 35860 5955 7060 KCCQ77 CCQ77SDS2.5 3 6-7/8 6-7/8 6-1/2 11 8-1/2 (16) WS3 (14) WS3 46405 35860 5955 7060 KCCQ77X CCQ7.1-7.1SDS2.5 3 7-1/8 7-1/8 6-1/2 11 8-1/2 (16) WS3 (14) WS3 48125 37190 5955 7060 KCCQ78 CCQ78SDS2.5 3 6-7/8 7-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 46405 35860 5955 7060 KCCQ86 CCQ86SDS2.5 7 7-1/2 5-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 51565 39845 5955 7060 KCCQ88 CCQ88SDS2.5 7 7-1/2 7-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 51565 39845 5955 7060 KCCQ96 CCQ96SDS2.5 7 8-7/8 5-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 60155 46485 5955 7060 KCCQ98 CCQ98SDS2.5 7 8-7/8 7-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 60155 46485 5955 7060 KCCQ106 CCQ106SDS2.5 7 9-1/2 5-1/2 6-1/2 11 8-1/2 (16) WS3 (14) WS3 65315 50470 5955 7060

1) Allowable loads are based on the 1997 NDS®. 2) Bearing loads are based on 625 psi perpendicular to grain loading; no further increase for duration of load is permitted. 3) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 4) Allowable loads are based on lumber with a specific gravity of 0.50 and a moisture content of 19% or less. 5) WS3 Wood Screws are 1/4˝ x 3˝ long and are included with KCCQ and KECCQ column caps. 6) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 7) The designer shall check post for required loads. 8) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap. 9) Uplift loads do no apply to splice conditions. New products or updated product information are designated in red.

USPStock No.

SteelGauge

Columnor Post

Dimensions

L

Allowable Loads (Lbs.)1,4

Bearing 2 Uplift3,9

Fastener Schedule5

DF-L / SP

W1L

H

W2KCCQ44

W1L

H

W2

KECCQ44

Lally Column Caps – KLCC series continued

Ref. No. W H L Girder Nails5 DF-L / SP / S-P-F LVL / PSL

KLCC45-35 LCC4.5-3.5 12 4-5/8 4 11-1/2 (3) 2 x 10-12 (8) 16d 3-1/2 16000 -- -- KLCC45-4 LCC4.5-4 12 4-5/8 4 11-1/2 (3) 2 x 10-12 (8) 16d 4 21000 -- -- KLCC6-35 LCC6-3.5 12 6-1/8 4 11-1/2 (4) 2 x 10-12 (8) 16d 3-1/2 16000 -- -- KLCC6-4 LCC6-4 12 6-1/8 4 11-1/2 (4) 2 x 10-12 (8) 16d 4 21000 -- -- KLCC35-35 LCC3.5-3.5 12 3-5/8 4 11-1/2 3.5 LVL / PSL (8) 16d 3-1/2 -- -- 16000 KLCC35-4 LCC3.5-4 12 3-5/8 4 11-1/2 3.5 LVL / PSL (8) 16d 4 -- -- 21000 KLCC525-35 LCC5.25-3.5 12 5-3/8 4 11-1/2 5.25 LVL / PSL (8) 16d 3-1/2 -- -- 16000 KLCC525-4 LCC5.25-4 12 5-3/8 4 11-1/2 5.25 LVL / PSL (8) 16d 4 -- -- 21000 KLCC7-35 LCC7-3.5 12 7-1/8 4 11-1/2 7 LVL / PSL (8) 16d 3-1/2 -- -- 16000 KLCC7-4 LCC7-4 12 7-1/8 4 11-1/2 7 LVL / PSL (8) 16d 4 -- -- 21000

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

Allowable Loads (Lbs.)1,2,3,4Fastener ScheduleDimensionsUSPStock No.

SteelGauge

ColumnOutside Dia.

Column Caps – KCCQ & KECCQ series

Designed to be installed without the need to drill bolt holes, simplifying installation and maintaining the wood cross section. Installs with WS Wood Screws offering high uplift capacity. The wood screws provide a lower profile than bolts.

KCCQ – Standard column cap.

KECCQ – End column cap.

Materials: See chartFinish: USP primer

Options: Straps may be rotated 90° on special order where the W2 dimension is less than or equal to the W1 dimension.

Codes: NER 532, ICBO 2725, FL819, L.A. City RR 25104

Installation:• Use all specified fasteners. See Product Notes, page 16.• 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 listedloads for device. A design professional shall determine the adequacy of the stud to resist published loads.• For end column caps, add an E after the K in the stock number, as in KECCQ325-4.

Typical KCCQ44center capinstallation

W

H

L

KLCC

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®Column Caps – KCC & KECC series

KECC44

H

W1

W2

1 1/4˝

1 1/2˝

2 1/2˝

2 1/2˝

4˝

L

H

W1

W2

L

1 1/2˝

2 1/2˝

4˝3˝

2˝

1 1/4˝

KCC

KCC KECC

Ref. No. W1 W2 H KCC KECC KCC KECC 100% 100% 133% 160% 133% 160%

KCC325-4 CC3-1/4-4 7 3-1/4 3-5/8 6-1/2 11 7-1/2 (4) 5/8 (2) 5/8 (2) 5/8 21485 14650 2920 3505 1460 1750

KCC325-6 CC3-1/4-6 7 3-1/4 5-1/2 6-1/2 11 7-1/2 (4) 5/8 (2) 5/8 (2) 5/8 21485 14650 2920 3505 1460 1750 KCC44 CC44 7 3-5/8 3-5/8 4 7 5-1/2 (2) 5/8 (1) 5/8 (2) 5/8 15315 12030 3265 3920 1635 1960

KCC45 -- -- 7 3-5/8 5-3/8 6-1/2 11 7-1/2 (4) 5/8 (2) 5/8 (2) 5/8 24065 16405 3265 3920 1635 1960 KCC46 CC46 7 3-5/8 5-1/2 6-1/2 11 8-1/2 (4) 5/8 (2) 5/8 (2) 5/8 24065 18595 3265 3920 1635 1960

KCC47 -- -- 7 3-5/8 7-1/8 6-1/2 11 9-1/2 (4) 5/8 (2) 5/8 (2) 5/8 24065 20780 3265 3920 1635 1960

KCC48 CC48 7 3-5/8 7-1/2 6-1/2 11 9-1/2 (4) 5/8 (2) 5/8 (2) 5/8 24065 20780 3265 3920 1635 1960 KCC525-4 CC5-1/4-4 3 5-1/4 3-5/8 8 13 9-1/2 (4) 3/4 (2) 3/4 (2) 3/4 41640 30430 6795 8155 5040 5935

KCC525-6 CC5-1/4-6 3 5-1/4 5-1/2 8 13 9-1/2 (4) 3/4 (2) 3/4 (2) 3/4 41640 30430 6795 8155 5040 5935 KCC525-8 CC5-1/4-8 3 5-1/4 7-1/2 8 13 9-1/2 (4) 3/4 (2) 3/4 (2) 3/4 41640 30430 6795 8155 5040 5935

KCC54 -- -- 7 5-3/8 3-5/8 6-1/2 11 7-1/2 (4) 5/8 (2) 5/8 (2) 5/8 36095 24610 3455 4145 1725 2070

KCC55 -- -- 7 5-3/8 5-3/8 6-1/2 11 7-1/2 (4) 5/8 (2) 5/8 (2) 5/8 36095 24610 3455 4145 1725 2070 KCC55X -- -- 3 5-3/8 5-3/8 8 13 9-1/2 (4) 3/4 (2) 3/4 (2) 3/4 42655 31170 6795 8155 5040 5935

KCC57 CC6-7-1/8 7 5-3/8 7-1/8 6-1/2 11 9-1/2 (4) 5/8 (2) 5/8 (2) 5/8 36095 31170 3455 4145 1725 2070 KCC64 CC64 7 5-1/2 3-5/8 6-1/2 11 7-1/2 (4) 5/8 (2) 5/8 (2) 5/8 37815 25780 3455 4145 1725 2070

KCC66 CC66 7 5-1/2 5-1/2 6-1/2 11 7-1/2 (4) 5/8 (2) 5/8 (2) 5/8 37815 25780 3455 4145 1725 2070

KCC68 CC68 7 5-1/2 7-1/2 6-1/2 11 9-1/2 (4) 5/8 (2) 5/8 (2) 5/8 37815 32655 3455 4145 1725 2070 KCC74 CC74 3 6-7/8 3-5/8 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 54845 44295 6795 8155 5040 5935

KCC75X CC7-1/8-6 3 7-1/8 5-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 56875 45940 6795 8155 5040 5935 KCC76 CC76 3 6-7/8 5-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 54845 44295 6795 8155 5040 5935

KCC77 CC77 3 6-7/8 6-7/8 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 54845 44295 6795 8155 5040 5935

KCC77X CC7-1/8-7-1/8 3 7-1/8 7-1/8 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 56875 45940 6795 8155 5040 5935 KCC78 CC78 3 6-7/8 7-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 54845 44295 6795 8155 5040 5935

KCC84 CC84 3 7-1/2 3-5/8 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 60940 49220 6795 8155 5040 5935 KCC86 CC86 3 7-1/2 5-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 60940 49220 6795 8155 5040 5935

KCC88 CC88 3 7-1/2 7-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 60940 49220 6795 8155 5040 5935

KCC94 CC94 3 8-7/8 3-5/8 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 71095 57420 6795 8155 5040 5935 KCC96 CC96 3 8-7/8 5-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 71095 57420 6795 8155 5040 5935

KCC98 CC98 3 8-7/8 7-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 71095 57420 6795 8155 5040 5935 KCC104 -- -- 3 9-5/8 3-5/8 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 77190 62345 6795 8155 5040 5935

KCC106 CC106 3 9-5/8 5-1/2 8 13 10-1/2 (4) 3/4 (2) 3/4 (2) 3/4 77190 62345 6795 8155 5040 5935

1) Bearing loads are based on 625 psi perpendicular to grain loading; no further increase for duration of load is permitted. 2) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) Allowable loads are based on lumber with a specific gravity of 0.50 and a moisture content of 19% or less. 4) All bolts shall meet or exceed the specifications of ASTM A 307. 5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 6) The designer shall check post for required loads. 7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap. 8) Uplift loads do no apply to splice conditions.

Bearing1 Uplift2,8

DF-L / SP

USPStock No.

SteelGauge

Columnor Post

KECCKCC


L Beam

KCC – Standard column cap.

KECC – End column version.

Materials: See chartFinish: USP primerCodes: NER 530, FL822, L.A. City RR 25337

Options: See page 66.

Installation:• Use all specified fasteners. See Product Notes, page 16.• Bolt holes should be a minimum of 1⁄32˝ to a maximum of1⁄16˝ larger than the bolt diameter. • Beams shall be designed to support the required loads.Beam shear may limit loads to less than listed loads fordevice. A design professional shall determine the adequacy of the post and beam to resist published loads.

Typical KCCinstallation

Typical KECC44installation




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Options: All nominal lumber sizes are available for rough/full size lumber. KCC44, KCC46, KCC64, KCC66, KECC44, KECC46, KECC64, & KECC66 are available in Hot-dip galvanized. To order, add HDG to stock number, as in KCC44-HDG.

Speciality Options:

• For end column caps, add an E after the K in the stock number, as in KECC325-4.• Straps may be rotated 90° on special order where the W2 dimension is less than orequal to the W1 dimension.• KCCO/KECCO – Cap only, no strap design for field welding to pipe or other columns.• KCCOB – For cross beam connections. Any two buckets can be welded together fora wide variety of applications. Allowable load shall be the lesser of the two components.• KCCT – For T beam intersections, consult USP. Specify beam/column conditions, dimensions, and loading requirements.• KCCC – For X beam intersections, consult USP. Specify beam/column conditions, dimensions, and loading requirements.• KECCLL/R – For L beam intersections, consult USP. Specify left (L) or right (R)beam/column conditions, dimensions, and loading requirements.

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

4˝Typ. W1

L

H1

H2H3

W2

W3

W4

KCCC

E = 1 3/4˝ unlessotherwise specified

Optional KECCRotated Straps 90°

L

H1

H2W1

W2

W3

4˝ Typ.

KECCLLleft shown

KCCO

L2

L1

W2

H2

H1

KCCOB

Top View of Specialty Options Column Cap Configurations

Column Caps – KCC & KECC series continued

W1

W2

H1

W3

H2

L

KCCT

KECCLLrotated 90° left

KECCLRrotated 90° right

left right KCCoffset left

KCCoffset right

KECCoffset left

KECCoffset right

KECCrotated 45° left

KECCrotated 45° right

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CMST/CMSTC RS

KFHA

B

BL

A3 AC

Framing Plates & Angles . . . . .Pages 69-72• MPA SeriesMulti-purpose framing angles.

• MP SeriesField adjustable framing angle.

• MP_F SeriesMulti-purpose framing plate.

• A3 & AC SeriesFraming angles for joist support.

• JA SeriesHeavier-capacity framing angle for joist support.

Stud Plate Ties . . . . . . . . . . . .Pages 73-74• RSPT SeriesFlat stud to plate connector.

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

• SO1Light-capacity stud to plate connector.

Framing Clips & Header Hangers Pages 74-75• SFC SeriesLight-capacity header framing clip.

• HH SeriesHeavy-capacity header hanger.

Miscellaneous . . . . . . . . . . . . .Pages 75-77• KHL SeriesHeavy-capacity corner-framing angle.

• ANJ44SHeavy-capacity corner-framing angle.

• KAG SeriesHeavy-capacity load rated corner gusset.

• B & BL SeriesL-shaped corner braces.

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

• Ornamental SeriesConnectors with ornamental notching.

Coiled Strapping . . . . . . . . . . . . . . .Page 78• CMST & CMSTC Series3˝ wide coiled strapping.

• RS Series11⁄4˝ wide coiled strapping.

Straps . . . . . . . . . . . . . . . . . . . .Pages 79-82• KFHA Series11⁄2˝ wide flat strap.

• LSTA, MSTA, & ST Series11⁄4˝ wide flat strapping.

MPA1

RSPT

SFC

KAGANJ44S

T/TH

LSTA/MSTA

L/LH KHL33-O

HH

KHL with gusset

MPA1F

SPT

MP_F JA

SPT SPTH SO1

MP34 MP

ST

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Straps continued . . . . . . . . . . . . . .Pages 79-82• KST & KSTI Series21⁄16˝ wide flat strapping.

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

• MSTC Series3˝ wide flat strapping.

• KHST Series Heavy-capacity bolted strap.

• KRPS SeriesProtection strap for pipes placed in partitions.

• PS SeriesPost to beam strap.

Floor Tie Straps . . . . . . . . . . . . . . . .Page 83• KLFTA SeriesMedium-capacity nail-on floor tie strap.

• KFTA SeriesHeavy-capacity bolt-on floor tie strap.

Twist Straps . . . . . . . . . . . . . . .Pages 83-85• LFTA6Light-capacity twist strap.

• LTW SeriesLight-capacity twist strap.

• MTW SeriesMedium-capacity twist strap.

• HTW SeriesHeavy-capacity twist strap.

• KTS SeriesMedium-capacity angled twist strap.

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

Strap Rafter Ties . . . . . . . . . . . . .Pages 85• RT SeriesStrap rafter to stud tie.

Knee Braces & Connector Straps . . . . . . . . . . . . .Pages 86-87• KHSA & KSA Series Seismic horizontal tension tie.

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

Permanent Wood Foundation Strap . . . . . . . . . . . . . . . . . . . . . . . . .Page 87• PWFS24Transfers ground lateral loads to floor diaphragm.

LFTA6 LTW MTW/HTW KTS

KLFTA

KFTA

RT16F – flat version

RT16T – twisted version

PWFS24

KSA

KRPS

PS

Angles & Straps

KST

KHST

MSTC

LSTI

HTWM

KSTI

KVB

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®Multi-Purpose Framing Angles – MP34, MPA1/MPA1F, MPF series

4 1/2˝

2 3/4˝

MPA1F

MP34 – Framing angle without tabs.

MPA1 – Tabs enable two and three-way connections.

MPA1F – Flat version of MPA1.

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

MP6F – Connects 3x framing with floor sheathing up to 3/4˝. Better choicefor connections where floor sheathing is between sole plate and rim board.

Materials: See chartFinish: G90 galvanizing, MPA1-GC – Gold Coat.

Options: MPA1, MPA1F, MP34, & MP4F are available in Triple Zinc. To order, add TZ to stock number, as in MPA1F-TZ. MPA1 & MP34 are available in Stainless Steel. To order, add SS to stock number, as in MPA1-SS.

Codes: NER 505, NER 608, FL821, FL816, Dade County, FL 06-0605.10 — MP34 & MPA1, L.A. City RR 25303 & RR 25357

Installation:• Use all specified fasteners. See Product Notes, page 16.• 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.

1 1/2˝1 7/16˝

4 1/2˝

MP34

2 13/16˝

1 1/2˝1 7/16˝

Typical MPA1stud / plate installation

B2

A2

C2

B1

A1 C1

H2

H1

V

V

Typical MPA1FRafter Support

Typical MPA1Fblocking / plate installation

Typical MP34joist / header installation

Typical MPA11˝ foamboard installation

F1

F3

F2

F3

Truss/rafterblocking

F1

F1

F3F3

F2

Typical MPA1joist / header installation

Typical MPA1rafter / plate installation


MPA1

Figure 1 Figure 2 Figure 3

Figure 4 Figure 5 Figure 6

MP4F

MP4F

MP6F

Sheathing

Embossed plate lineguides placement

VH

Typical MP_F installation

Type 1

Type 2

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®Multi-Purpose Framing Angles – MP34, MPA1/MPA1F, MPF cont.

Ref. No. 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

F1 570 655 680 680 680 490 565 585 585 585F2 570 655 715 760 795 490 565 615 655 685F3 505 505 505 505 505 435 435 435 435 435A1 285 330 355 380 415 245 285 310 330 360B1 285 330 350 350 350 245 285 300 300 300C1 285 330 355 355 355 245 285 305 305 305A2 505 505 505 505 505 435 435 435 435 435B2 280 280 280 280 280 240 240 240 240 240C2 375 375 375 375 375 320 320 320 320 320

F1 570 655 680 680 680 490 565 585 585 585F2 570 655 715 760 795 490 565 615 655 685F3 505 505 505 505 505 435 435 435 435 435A1 285 330 355 380 415 245 285 310 330 360B1 285 330 350 350 350 245 285 300 300 300C1 285 330 355 355 355 245 285 305 305 305A2 505 505 505 505 505 435 435 435 435 435B2 280 280 280 280 280 240 240 240 240 240C2 375 375 375 375 375 320 320 320 320 320

H1 570 655 655 655 655 490 565 565 565 565H2 475 475 475 475 475 410 410 410 410 410F1 380 435 475 505 525 330 375 410 435 455F2 380 435 475 505 610 330 375 410 435 525F3 340 340 340 340 340 290 290 290 290 290V 565 650 705 750 885 485 560 610 650 745H 565 650 705 750 845 485 560 610 650 710V 565 650 705 750 885 485 560 610 650 745H 565 650 705 720 720 485 560 605 605 605V 565 650 705 750 885 485 560 610 650 745H 565 650 705 750 845 485 560 610 650 710V 565 650 705 750 885 485 560 610 650 745H 565 650 705 720 720 485 560 605 605 605V 565 650 705 750 885 485 560 610 650 745H 565 605 605 605 605 485 510 510 510 510V 565 650 705 750 885 485 560 610 650 745H 565 630 630 630 630 485 530 530 530 530V 565 650 705 750 885 485 560 610 650 745H 565 605 605 605 605 485 510 510 510 510V 565 650 705 750 885 485 560 610 650 745H 565 630 630 630 630 485 530 530 530 530

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Refer to drawings for installation type and definition of the various load directions. 3) 8d x 1-1/2 and N8-GC nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 4) If installing MPA1F, MP4F, or MP6F over plywood, use 8d common nails for 100% of table load. 5) Loads are shown per angle. When using a single anchor, joist must be constrained from rotation. 6) Minimum nail embedment shall be 1-5/16˝ for 8d nails. New products or updated product information are designated in red.

(6) 8d x 1-1/2

(6) 8d

(6) 8d x 1-1/2Type 1

Type 2

Type 1

(6) 8d x 1-1/2

(6) 8d x 1-1/2

(6) 8d

(6) 8d

(6) 8d

(6) 8d

Type 2

Type 1

Type 2

Type 1

Type 2

(6) 8d x 1-1/2

(6) 8d

MP6F LTP5 20

(6) 8d x 1-1/2(6) 8d x 1-1/2

(6) 8d x 1-1/2

(6) 8d

(6) 8d

MP4F LTP4 20


F1 190 220 235 235 235 200 200

DF-L / SP S-P-F

200

(6) 8d x 1-1/2 (6) 8d x 1-1/2

Direction

of Load2

190

(6) 8d x 1-1/2(6) 8d x 1-1/2

(3) 8d x 1-1/2(6) 8d x 1-1/2

165

(4) 8d x 1-1/2 (4) 8d x 1-1/2

(6) 8d x 1-1/2 (2) 8d x 1-1/2

(6) 8d x 1-1/2

(6) N8-GC (6) N8-GC

(6) N8-GC (6) N8-GC

(6) N8-GC

A35 MPA1

18

Figure 1

Figure 2

Figure 3

18

Figure 4 A35 MPA1 1˝ Foamboard Installation

-- -- 18 Figure 5 MPA1F

MP34 A34 18 Figure 6

Fastener Schedule3,6

SteelGauge

USPStock No.

Installation

Type2,4Headeror Stud

Joistor Plate

MPA1-GC -- -- 18

Figure 1

Figure 3

Figure 2

(6) N8-GC

V 190(6) 8d x 1-1/2

220 235 235 235 165 190 200 200 200

MPA1-GC 1˝ Foamboard Installation

-- -- 18 Figure 4 (6) N8-GC (2) N8-GC F1 190 220 235 235 235 165 190 200 200 200

4 1/4˝

Embossed plate lines

MP4F = 1˝MP6F = 1 3/4˝

MP4F = 3˝MP6F = 3 3/4˝

MP_F

GOLDCOAT

AVAILABLE IN

USP2000-071

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W1W2

L

F1 F2

F3F3

L

W2W1

Typical ACinstallation

AC A3

Adjust0˚ to 135˚

Loaddirection

Typical MPinstallation

MP – Field adjustable from 0° to 135°.

A3 – 18 gauge. Eliminates toenailing and increases strength.

AC – 16 gauge. Features staggered nail patterns which reduceswood splitting and allows installation on both sides of the supported member.

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

MP9-GC – Gold CoatOptions: MP3, MP5, MP7, MP9, A3, AC5, AC7, AC9, & JA1

are available Triple Zinc. To order, add TZ to stock number, as in MP5-TZ.

Codes: NER 530, NER 568 & NER 505, ICBO 2039, L.A. City RR 23888, RR 25303, & RR 25337, FL816, FL820-R1, FL822, Dade County, FL 06-0605.10 — JA3 & JA5

Installation:• Use all specified fasteners. See Product Notes, page 16.• MP Framing Angles are fabricated at 100° and may be field adjusted by hand from 0° to 135°. Bend angle only once.

2 1/4˝ 2 1/4˝

L

Typical MPRafter Support

installation

MPTypical JA7installation

F2F1

F3F3

L

W1W2

JA3

Typical JA1installation


Ref. No. W1 W2 L Header Joist 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

F1 450 515 560 590 590 390 445 485 510 510

F2 450 515 560 595 600 390 445 485 515 515

F3 210 240 260 280 335 135 155 170 180 215

MP3 LS30 18 2-1/4 2-1/4 3-3/8 (3) 10d (3) 10d F1 340 395 430 455 485 295 340 370 390 470 MP5 LS50 18 2-1/4 2-1/4 4-5/8 (4) 10d (4) 10d F1 455 525 570 610 730 390 450 490 525 625

MP7 LS70 (5) 10d (5) 10d

MP7-GC -- -- (5) N10C-GC (5) N10C-GC MP9 LS90 (6) 10d (6) 10d

MP9-GC -- -- (6) N10C-GC (6) N10C-GC

DF-L / SP S-P-F

1-7/16 2-3/4 (4) 10d x 1-1/2 (4) 10d x 1-1/2 A3 A23 18 1-7/16

USPStock No.

SteelGauge

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

Directionof Load

18 2-1/4 2-1/4 5-7/8 F1 570 655 715 760 910 490 565 615 655 785

18 685 785 855 910 1095 590 675 735 785 940F16-7/82-1/4 2-1/4

GOLDCOAT

AVAILABLE IN

Ref. No. W1 W2 L Header Joist 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

F1 230 265 285 285 285 200 230 245 245 245

F2 230 265 290 310 320 200 230 250 265 275

F3 215 250 270 285 320 185 215 230 245 275

F1 275 285 285 285 285 235 245 245 245 245

F2 275 315 320 320 320 235 270 275 275 275

F3 275 315 320 320 320 235 270 275 275 275

F1 350 400 435 465 555 300 345 375 400 475

F2 350 400 435 465 555 300 345 375 400 475

F3 325 375 405 430 520 280 325 350 370 445

F1 415 475 520 550 620 355 410 445 475 535

F2 415 475 520 550 640 355 410 445 475 550

F3 415 475 520 550 640 355 410 445 475 550

F1 465 535 580 615 740 400 460 500 530 635

F2 465 535 580 615 740 400 460 500 530 635

F3 430 495 540 575 690 370 425 465 495 595

F1 550 635 690 735 770 475 545 595 630 660

F2 550 635 690 735 885 475 545 595 630 760

F3 550 635 690 735 885 475 545 595 630 760

F1 465 535 580 615 740 400 460 500 530 635

F2 465 535 580 615 740 400 460 500 530 635

F3 430 495 540 575 690 370 425 465 495 595

F1 550 635 690 735 770 475 545 595 630 660

F2 550 635 690 735 885 475 545 595 630 760

F3 550 635 690 735 885 475 545 595 630 760

F1 580 665 725 770 930 500 570 625 660 800

F2 580 665 725 770 920 500 570 625 660 790

F3 540 620 675 720 865 465 530 580 620 745

F1 690 795 865 920 1105 595 685 745 790 950

F2 690 795 865 920 920 595 685 745 790 790

F3 675 775 845 900 920 580 665 725 775 790

F1 580 665 725 770 930 500 570 625 660 800

F2 580 665 725 770 920 500 570 625 660 790

F3 540 620 675 720 865 465 530 580 620 745

F1 690 795 865 920 1105 595 685 745 790 950

F2 690 795 865 920 920 595 685 745 790 790

F3 675 775 845 900 920 580 665 725 775 790

F1 225 255 255 255 255 195 220 220 220 220

F2 225 260 280 300 345 195 225 245 260 295

F3 70 80 90 95 115 65 75 85 90 110

F1 455 525 570 610 730 395 455 495 530 635

F2 535 535 535 535 535 460 460 460 460 460

F3 160 185 200 215 255 135 155 165 180 215

F1 685 785 855 910 1095 595 685 745 790 950

F2 840 965 1015 1015 1015 725 835 875 875 875

F3 240 275 300 320 385 200 230 250 265 320

F1 910 1050 1140 1215 1460 790 910 990 1055 1265

F2 1120 1290 1400 1495 1625 970 1115 1210 1290 1400

F3 320 370 400 425 510 265 305 335 355 360

F1 1140 1310 1425 1520 1825 990 1140 1240 1320 1585

F2 1400 1610 1645 1645 1645 1210 1390 1415 1415 1415

F3 400 460 500 535 640 335 385 415 445 535

1) Allowable loads have been increased 33-1/3% or 60% for wind and seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-1/2˝ for 10d and N10C-GC nails; 1-5/8˝ for 16d and N16C-GC nails. 3) Loads are shown per angle, and may be doubled if installed in pairs. When using a single angle, joist must be constrained from rotation. 4) For 1-1/2˝ lumber, use 0.98 of table load for 10d nails and 0.92 for 16d nails. 5) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. New products or updated product information are designated in red.

2-3/8 8-7/8

(5) 10d (5) 10d

(5) 16d (5) 16d

2-3/8 6-15/16

AC9 L90 16 1-5/16

(4) 10d (4) 10d

(4) 16d (4) 16d

AC7 L70 16 1-5/16

2-3/8 4-7/8

(3) 10d (3) 10d

(3) 16d (3) 16d

AC5 L50 16 1-5/16

2-3/8 2-7/8

(2) 10d (2) 10d

(2) 16d (2) 16d

AC3 L30 16 1-5/16

JA1 A21 16 1-1/4 (2) 10d x 1-1/2 (2) 10d x 1-1/21-1/2 1-1/2

JA3 -- -- 14 32-1/2 2-1/2 (4) 16d (4) 10d x 1-1/2

JA5 -- -- 14 5 (6) 16d (6) 10d x 1-1/22-1/2 2-1/2

JA7 -- -- 14 72-1/2 2-1/2 (8) 16d (8) 10d x 1-1/2

JA9 -- -- 14 9 (10) 16d (10) 10d x 1-1/22-1/2 2-1/2

AC7-GC -- -- 16 1-5/16 2-3/8 6-15/16

(4) N10C-GC (4) N10C-GC

(4) N16C-GC (4) N16C-GC

AC9-GC -- -- 16 1-5/16 2-3/8 8-7/8

(5) N10C-GC (5) N10C-GC

(5) N16C-GC (5) N16C-GC

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

USPStock No.

SteelGauge

Directionof Load

DF-L / SP S-P-F

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

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GOLDCOAT

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W

H

1 1/4˝

W

H

1 1/4˝

H

L

W

SPT22 SPT

SPTH

Typical SPT4 installation

Stud Plate Ties – RSPT, SPT, & SPTH series

RSPT – 18 or 20 gauge. Connects stud to single or double plates.

SPT – 20 gauge. Ties single and double plates to studs.

SPTH – Heavier 18 gauge version of SPT.

SPTHW – 18 gauge. Attaches plate to studs over 1/2˝ sheathing.


Options: RSPT4, RSPT6, RSPT6-2, SPT4, SPT6, SPT22, SPT24, SPTH4, & SPTH6 are available in Triple Zinc. To order, add TZ to stock number, as in SPTH4-TZ.

Codes: NER 564 & NER 608, ICBO 2039, L.A. City RR 25357, FL817, FL821

Installation:• Use all specified fasteners. See Product Notes, page 16.

Nailing concentrated ontop plate for greater

resistanceF2

F1

Uplift

Typical RSPT4 doubleplate installation

Typical RSPT4 singleplate installation

Locator tabReinforcement

ribs

1 1/2˝

4 1/8˝

RSPT4 SPTHW1 1/4˝

W

H

Ref. No. W H L Stud Plate 133% 160% 133% 160% 133% 160%

2x SPT22 SP1 20 1-9/16 4-3/8 3-1/2 (4) 10d (4) 10d 560 560 260 260 605 725

2x SPT24 SP2 20 1-9/16 5-5/8 3-1/2 (6) 10d (6) 10d 560 560 260 260 905 1085

4x SPT44 -- -- 20 3-9/16 6-3/4 6-1/2 (6) 16d (6) 16d 680 680 250 250 1090 1305 6x SPT66 -- -- 20 5-9/16 6-3/4 8-1/2 (6) 16d (6) 16d 680 680 250 250 1090 1305

(4) 8d x 1-1/2 (4) 8d x 1-1/2 230 230 255 300 470 470(4) 8d (4) 8d 230 230 300 300 470 470

(4) 10d x 1-1/2 (4) 10d x 1-1/2 230 230 290 300 470 470

(4) 10d (4) 10d 230 230 300 300 470 470 2x RSPT6 SSP 18 1-1/2 5-7/16 -- -- (4) 10d x 1-1/2 (4) 10d x 1-1/2 -- -- -- -- -- -- -- -- 595 700

(2) 2x RSPT6-2 DSP 18 2-3/4 5-7/16 -- -- (8) 10d x 1-1/2 (6) 10d x 1-1/2 -- -- -- -- -- -- -- -- 895 955 4x SPT4 SP4 20 3-9/16 6-7/8 -- -- (6) 10d x 1-1/2 -- -- -- -- -- -- -- -- -- -- 895 1075

6x SPT6 SP6 20 5-9/16 7-5/8 -- -- (6) 10d x 1-1/2 -- -- -- -- -- -- -- -- -- -- 895 1075

8x SPT8 SP8 20 7-5/16 8-1/2 -- -- (6) 10d x 1-1/2 -- -- -- -- -- -- -- -- -- -- 895 1075 SPTH4 SPH4 18 3-9/16 8-5/8 -- -- (12) 10d x 1-1/2 -- -- -- -- -- -- -- -- -- -- 1790 2150

SPTHW4 -- -- 18 4-1/16 8-3/8 -- -- (12) 10d x 1-1/2 -- -- -- -- -- -- -- -- -- -- 1025 1025 SPTH6 SPH6 18 5-9/16 9-3/8 -- -- (12) 10d x 1-1/2 -- -- -- -- -- -- -- -- -- -- 1790 2150

SPTHW6 -- -- 18 6-1/16 9-1/8 -- -- (12) 10d x 1-1/2 -- -- -- -- -- -- -- -- -- -- 1025 1025

8x SPTH8 SPH8 18 7-5/16 8-1/2 -- -- (12) 10d x 1-1/2 -- -- -- -- -- -- -- -- -- -- 1790 2150

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 4) Minimum nail embedment shall be 1-5/16˝ for 8d nails, 1-1/2˝ for 10d nails, and 1-5/8˝ for 16d nails. 5) SPT22, SPT24, SPT44, and SPT66: the two nails fastened to the wide face of the stud must be driven 30° from the perpendicular on the horizontal plane.

-- --1-1/2 RSPT4 RSP4


F1 F2 Uplift1

DF-L / SP

4x

6x

Dimensions Fastener Schedule2,3,4

StudSize

USP

Stock No.5

SteelGauge

2x 20 4-1/8

F2

F1Uplift

Typical SPT24installation

5 7/16˝

2 3/4˝

5 7/16˝

1 1/2˝

RSPT6

RSPT6-2

A

BD

C

Typical S01installation

Framing Clips – SFC series

Holdown Framing Anchor – SO1

Engineered to anchor studs to mudsills or plates and also help positionstuds accurately.

Materials: 18 gaugeFinish: G90 galvanizingCodes: NER 505, L.A. City RR 25303, FL816

Installation:• Use all specified fasteners. See Product Notes, page 16.• Anchors are not reversible.

1 1/2˝

1 1/2˝

1 1/2˝

1 1/2˝

S01

Ref. No. 133% 160%

A 250 250B 75 75

C 240 240D 185 185

A 250 250

B 75 75C 240 240

D 185 185

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Loads shown are per anchor. 3) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 4) Minimum nail embedment shall be 1-5/16˝ for 8d nails.

(2) 8d x 1-1/2 (2) 8d x 1-1/2

(2) 8d (2) 8d (2) 8d

S01 -- -- 18

(2) 8d x 1-1/2

Side ofStud

Fastener Schedule3,4 Allowable Loads (Lbs.) 1,2Direction

ofLoad

DF-L / SPUSPStock No.

SteelGauge

Top ofPlate

Side ofPlate

Ref. No. W H D Header Joist 100% 115% 125% 133% 160%

SFC4 FC4 16 3-9/16 2-1/2 2-1/2 (4) 16d (4) 16d 550 635 690 540 645

SFC6 FC6 16 5-1/2 2-1/2 2-1/2 (5) 16d (5) 16d 690 795 865 625 750


USPStock No.

SteelGauge

Allowable Loads (Lbs.)1Dimensions Fastener Schedule2

UpliftF1

DF-L / SP

Framing clips replace end cripples under window sills.

Materials: 16 gaugeFinish: G90 galvanizingCodes: NER 564, ICBO 2039, FL817, L.A. City RR 23888


H D

W

SFC6

Uplift

F1

Typical SFC6installation

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Header Hangers support headers in door and window framing. Helps to eliminate cracksin drywall, plaster, or stucco over windows and doors. These products also provideanchorage and support for heavy fence rails, struts, or gate post cross brackets.

Materials: 16 gaugeFinish: G90 galvanizingCodes: NER 564, ICBO 2039, FL817, L.A. City RR 23888


Header Hangers – HH series

Ref. No. W L D1 D2 D3 D4 Bolts2

Gussets

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

KHL35G HL35G 7 3-1/4 5 1-1/4 2-1/2 2 -- -- (4) 5/8 1

KHL37 -- -- 7 3-1/4 7-1/2 1-1/4 2-1/2 2 -- -- (6) 5/8 -- -- KHL37G -- -- 7 3-1/4 7-1/2 1-1/4 2-1/2 2 -- -- (6) 5/8 2

KHL43 HL43 3 4-1/4 3 1-1/2 -- -- 2-3/4 -- -- (2) 3/4 -- -- KHL46 HL46 3 4-1/4 6 1-1/2 3 2-3/4 -- -- (4) 3/4 -- --

KHL46G HL46G 3 4-1/4 6 1-1/2 3 2-3/4 -- -- (4) 3/4 1

KHL49 -- -- 3 4-1/4 9 1-1/2 3 2-3/4 -- -- (6) 3/4 -- -- KHL49G -- -- 3 4-1/4 9 1-1/2 3 2-3/4 -- -- (6) 3/4 2

KHL53 HL53 7 5-3/4 2-1/2 1-1/4 -- -- 2 2-1/2 (4) 5/8 -- --

KHL55 HL55 7 5-3/4 5 1-1/4 2-1/2 2 2-1/2 (8) 5/8 -- -- KHL55G HL55G 7 5-3/4 5 1-1/4 2-1/2 2 2-1/2 (8) 5/8 1

KHL57 -- -- 7 5-3/4 7-1/2 1-1/4 2-1/2 2 2-1/2 (12) 5/8 -- -- KHL57G -- -- 7 5-3/4 7-1/2 1-1/4 2-1/2 2 2-1/2 (12) 5/8 2

KHL73 HL73 3 7-1/4 3 1-1/2 -- -- 2-3/4 3 (4) 3/4 -- --

KHL76 HL76 3 7-1/4 6 1-1/2 3 2-3/4 3 (8) 3/4 -- -- KHL76G HL76G 3 7-1/4 6 1-1/2 3 2-3/4 3 (8) 3/4 1

KHL79 -- -- 3 7-1/4 9 1-1/2 3 2-3/4 3 (12) 3/4 -- -- KHL79G -- -- 3 7-1/4 9 1-1/2 3 2-3/4 3 (12) 3/4 2

1) Products listed with "G" suffixes feature gussets. 2 All bolts shall meet or exceed the specifications of ASTM A 307.

USP

Stock No. 1Steel

Gauge

Dimensions Fastener Schedule

Ref. No. W H Header Stud 100% 115% 125% 133% 160% 133% 160% 133% 160%

HH44 HH4 16 3-9/16 3-1/4 (4) 16d (9) 16d 1240 1430 1500 735 885 685 685 1100 1100

HH66 HH6 16 5-1/2 5-1/4 (6) 16d (12) 16d 1655 1905 2070 1100 1150 1100 1325 1100 1100


USPStock No.

SteelGauge

F41

Fastener Schedule2 Allowable Loads (Lbs.)

F1 F21 F31

Dimensions

DF-L / SP

2˝

H

W

3 3/4˝

HH66

F3

F1

F2

F4

Typical HH44installation

KHL55G

D4

D2 D1

D3

W

W

L

KHL33

Designed for heavy-duty reinforcement of 90° framing intersections. The KHL models are also available with gussets for added strength.

Materials: See chartFinish: USP primerCodes: ICBO 2725,

L.A. City RR 25104

Installation:• Use all specified fasteners. See Product Notes, page 16.• Design loads shall be determined for each installation by a qualified designer.• Design loads based on member species, size, and direction of grain.

Heavy Angles – KHL series



Typical KHL35installation

L

L

A

B

BW

KAG8

L

W

L

Angle Gussets – KAG series

Ref. No. W H L Header Joist 100% 115% 125%

ANJ44S -- -- 7 3-1/2 4 4 (2) 1/2˝ lag screws (2) 1/2˝ lag screws 510 585 640

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

Dimensions Fastener Schedule1 Allowable Loads (Lbs.)USP

Stock No.Steel

GaugeDF-L / SP

Heavy Angles – ANJ44S

ANJ44S


Options: ANJ44S is available in Hot-dip galvanized. To order, add HDG, to stock number, as in ANJ44S-HDG.

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

Typical ANJ44Sinstallation

4˝3 1/2˝

4˝

Load direction

Load direction

Ref. No. W L A B 100% 133% 160%

KAG8 -- -- 7 2-11/16 8-1/8 1-1/4 2-1/2 (4) 5/8 2185 2690 2690

KAG9 -- -- 3 3 9-3/4 1-7/16 3 (4) 3/4 2955 3750 3750

1) Load values are per KAG angle. 2) Allowable loads have been increased 33-1/3% or 60% for wind and seismic loads; no further increase shall be permitted. 3) Bolt values assume 3-1/2" wide x 3" thick member.

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

USPStock No.

BoltSchedule

SteelGauge

DF-L / SP

These angles are engineered for heavy-duty reinforcementof 90° wood-to-wood connections.

Materials: 7 or 3 gaugeFinish: USP primerCodes: NER 564, ICBO 2725, FL817,

L.A. City RR 25104


Corner Brace – B & BL series

These multi-purpose braces are designed to providereinforcement for 90° wood-to-wood connections.



L

W

L

BL4

B23

Ref. No. W L Nails1

Bolts2

B22 -- -- 12 2 1-3/4 (4) 16d -- -- B23 -- -- 12 2 2-5/8 (6) 16d -- --

B24 -- -- 12 2 3-5/8 (8) 16d -- --

BL3 A33 12 1-1/4 3-1/16 (8) 16d -- -- BL4 A44 12 1-1/4 4-13/16 (10) 16d -- --

BL6 -- -- 12 1-1/4 6-9/16 (12) 16d -- -- BL8 -- -- 12 1-1/4 8-5/16 (14) 16d -- --

B66 A66 12 1-1/2 6 -- -- (4) 3/8 B88 A88 12 2 8 -- -- (6) 3/8

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

Fastener ScheduleDimensionsUSPStock No.

SteelGauge

B66

Typical B66installation





Typical KAG9installation

Some model designs may varyfrom illustration shown

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2 1/2˝

3 1/4˝

3 1/4˝

Ref. No. Description W H L

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

KHL36-O OHA36 7 Heavy Angle 3-1/4 -- -- 6 (4) 5/8

KHST12-O -- -- 7 Strap Tie 2-1/2 -- -- 11-1/8 (2) 5/8 KHST64-O OHS135 7 Strap Tie 6 -- -- 13-1/2 (4) 3/4

KHST68-O OHS195 7 Strap Tie 6 -- -- 19-1/2 (8) 3/4

ST12-O OS 12 Strap Tie 2 -- -- 12 (4) 1/2

L12-O OL 12 'L' Strap 2-1/2 11-7/8 11-7/8 (5) 1/2

LH12-O OHL 7 'L' Strap 2-1/2 11-7/8 11-7/8 (5) 5/8 T1212-O OT 12 'T' Strap 2-1/2 11-7/8 14-1/2 (6) 1/2

TH12-O OHT 7 'T' Strap 2-1/2 11-7/8 11-1/8 (4) 5/8

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

Bolt

Schedule1

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

USPStock No.

SteelGauge

Dimensions

H W

L

L6 LH12

H W

L

LKHL33-O

T & L – 14 gauge medium-duty straps fasten with either nails or bolts.

LH & TH – 7 gauge heavy-duty bolt-on strap.

Materials: See chartFinish: T & L – G90 galvanizing; LH & TH – USP primer;

L6-GC & T6-GC – Gold CoatOptions: L6 and T6 are available in Triple Zinc. To order, add

TZ to stock number, as in L6-TZ.

Installation:• Use all specified fasteners. See Product Notes, page 16.• Straps are not load rated.

H

LW

TH16T6

Ref. No. W H L Bolts Nails

T6 66T (12) 16d T6-GC -- -- (12) N16C-GC

T8 -- -- 14 2 8 8-1/2 (3) 1/2 (12) 16d

T12 128T 14 2 8 12 (3) 1/2 (12) 16d T16 -- -- 14 3 11 15-3/4 (3) 1/2 (12) 16d

T1212 1212T 14 2 12 12 (3) 1/2 (12) 16d

L6 66L (8) 16d L6-GC -- -- (8) N16C-GC

L8 88L 14 2 8 8 (2) 1/2 (8) 16d L12 1212L 14 2 12 12 (4) 1/2 (12) 16d

TH12 1212HT 7 2-1/2 12 12 (6) 5/8 -- --

TH16 1616HT 7 2-1/2 16 16-1/4 (6) 5/8 -- -- LH12 1212HL 7 2-1/2 12 12 (5) 5/8 -- --

LH16 1616HL 7 2-1/2 16 16 (7) 5/8 -- --

1) Minimum nail embedment is 1-5/8˝ for 16d and N16C-GC nails. 2) All bolts shall meet or exceed the specifications of ASTM A 307. New products or updated product information are designated in red.

Dimensions Fastener Schedule1,2USP

Stock No.Steel

Gauge

6 (3) 1/2

14 6 6 (2) 1/2

14 1-1/2

1-1/2

5

Ornamental series

Ornamental notching provides architectural appearance forexposed applications.



L & T Straps – L, LH, T, & TH series





Some modeldesigns may

vary fromillustration

shown

H

L

W

T

GOLDCOAT

AVAILABLE IN

Coiled Strapping – CMST series, CMSTC16, & RS series

Ref. No. Cut Length Min Qty. 2 Cut Length Min Qty.2 133% 160%

Clear Span + 46˝ 23˝ Clear Span + 58˝ 29" 1-1/2˝ Clear Span + 90˝ 45˝ Clear Span + 112˝ 56" 3˝ Clear Span + 40˝ 20" Clear Span + 48˝ 24" 1-1/2˝ Clear Span + 76˝ 38" Clear Span + 94˝ 47" 3˝ Clear Span + 58˝ 29˝ (64) 16d Clear Span + 72˝ 36" (80) 16d 1-3/4˝ Clear Span + 130˝ 65˝ Clear Span + 164˝ 82" 3-1/2˝ Clear Span + 256˝ 128˝ Clear Span + 326˝ 163" 7˝ Clear Span + 74˝ 37˝ (82) 16d Clear Span + 90˝ 45" (102) 16d 1-3/4˝ Clear Span + 168˝ 84˝ Clear Span + 206˝ 103" 3-1/2˝ Clear Span + 332˝ 166˝ Clear Span + 410˝ 205" 7˝ Clear Span + 12˝ 6˝ (12) 10d Clear Span + 14˝ 7" (16) 10d 1-1/2˝ Clear Span + 12˝ 6˝ (14) 8d Clear Span + 16˝ 8" (18) 8d 1-1/2˝ Clear Span + 12˝ 6˝ (14) 10d Clear Span + 16˝ 8" (18) 10d 1-1/2˝ Clear Span + 14˝ 7˝ (16) 8d Clear Span + 18˝ 9" (20) 8d 1-1/2˝ Clear Span + 16˝ 8˝ (18) 10d Clear Span + 18˝ 9" (22) 10d 1-1/2˝ Clear Span + 18˝ 9˝ (22) 8d Clear Span + 22˝ 11" (26) 8d 1-1/2˝ Clear Span + 16˝ 8˝ (18) 10d Clear Span + 18˝ 9" (22) 10d 1-1/2˝ Clear Span + 18˝ 9˝ (22) 8d Clear Span + 22˝ 11" (26) 8d 1-1/2˝ Clear Span + 18˝ 9˝ (22) 10d Clear Span + 24˝ 12" (28) 10d 1-1/2˝ Clear Span + 22˝ 11˝ (26) 8d Clear Span + 26˝ 13" (32) 8d 1-1/2˝ Clear Span + 24" 12" (28) 10d Clear Span + 30" 15" (36) 10d 1-1/2˝ Clear Span + 28" 14" (34) 8d Clear Span + 34" 17" (42) 8d 1-1/2˝ Clear Span + 12˝ 6˝ (12) 10d Clear Span + 14˝ 7" (16) 10d 1-1/2˝ Clear Span + 12˝ 6˝ (14) 8d Clear Span + 16˝ 8" (18) 8d 1-1/2˝ Clear Span + 12˝ 6˝ (14) 10d Clear Span + 16˝ 8" (18) 10d 1-1/2˝ Clear Span + 14˝ 7˝ (16) 8d Clear Span + 18˝ 9" (20) 8d 1-1/2˝ Clear Span + 16˝ 8˝ (18) 10d Clear Span + 18˝ 9" (22) 10d 1-1/2˝ Clear Span + 18˝ 9˝ (22) 8d Clear Span + 22˝ 11" (26) 8d 1-1/2˝ Clear Span + 18˝ 9˝ (22) 10d Clear Span + 24˝ 12" (28) 10d 1-1/2˝ Clear Span + 22˝ 11˝ (26) 8d Clear Span + 26˝ 13" (32) 8d 1-1/2˝ Clear Span + 24" 12" (28) 10d Clear Span + 30" 15" (36) 10d 1-1/2˝ Clear Span + 28" 14" (34) 8d Clear Span + 34" 17" (42) 8d 1-1/2˝

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum quantity of fasteners to be installed with equal fasteners at each end of the connection. Product may have additional nail holes not needed to meet published allowable load of product. 3) 16d sinker nails may be substituted for 10d nails with no load reduction. 4) Minimum nail embedment shall be 1-5/16˝ for 8d nails, 1-1/2˝ for 10d nails, and 1-5/8˝ for 16d nails. New products or updated product information are designated in red.

2520 2610 RS14-R CS14-R 14 25'

(74) 10d

(96) 10d

(74) 10d

(94) 10d

(118) 10d

(50) 16d (62) 16d

RS20-R CS20-R 20

16

RS22-R CS22-R 22

RS150 CS16

25'

25'

25'

150'

RS16-R CS16-R 16

18 RS18-R CS18-R

RS100 CS18S

250'

22

RS250 CS20

CS18 RS200

RS300 CS22

CMST12 CMST12

CMST14 CMST14

12 40'

CoilLength

14

DF-L / SP

(60) 10d

Rim Joist Installation

CMSTC16 16 54'

EndLength

SteelGauge

CMSTC16

EndLength



USPStock No.

S-P-F / Hem Fir

Rim Joist Installation

1095

1430 1430

NailSpacing

O.C.

1795

1430 1430

1430 1430

945 945

1095 1095

6630 6630

9320 9320

4975 4975

Allowable

Tension (Lbs.)1

1795

945

RS14-100 CS14 14 100' 2520 2610

945

1095

1795

1795

52-1/2'

18

20

100'

25'

18 200'

300'

2 1/4˝

1 1/2˝

3˝ Typ.

3˝

3/4˝

CMSTC16

1 1/2˝

1 1/4˝1/2˝

3/8˝

3/4˝

RS

CMST

1 1/2˝

1 3/4˝

3˝

1˝

3 1/2˝

CutLength

1˝ Min.

EndLength

ClearSpan

EndLength

Optional nails(wood shrinkage mayoccur and cause strapto buckle outward)

Typical RSrim joist installation

CMST similar

Coiled strapping enables cut-to-length convenience for avariety of immediate job site needs.

CMST – 3˝ wide strapping features diamond nail holes toprovide nailing options and reduce wood splitting.

CMSTC – 3˝ wide strapping is designed for high load conditions. Engineered to reduce wood splitting.

RS – 11⁄4˝ wide strapping packaged in cartons containing25-foot or longer coils.


Options: RS150 is available in Triple Zinc. To order, add TZ to stock number, as in RS150-TZ.

Codes: NER 530, NER 564, & NER 608, FL817, FL821, FL822, L.A. City RR 25337 & RR 25357

Installation:• Use all specified fasteners. See Product Notes, page 16. • For safety, always wear gloves when handling or cuttingcoiled strapping. • CMST installations: Install to a minimum 2 ply 2x edge.Increase nail spacing if wood begins to split.• Designer may specify alternate nailing schedules. Refer to NailSpecification table on page 20 for nail shear values. Load valuesshall not exceed published allowable loads.

NEWSIZE

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1 1/4˝

3/8˝

L

1 1/2 ˝

Strap Ties – KFHA, KST, KSTI, LSTA, LSTI, MSTA, MSTC & ST series

LSTA

/MST

A 9

˝LS

TA/M

STA

12˝

LSTA

/MST

A 15

˝LS

TA/M

STA

18˝

LSTA

/MST

A 2

1˝LS

TA/M

STA

24˝

LSTA

/MST

A 3

0˝

LSTA

/MST

A 3

6˝

1 1/4˝

LSTA/MSTA LSTI

LSTI

49 4

9˝LS

TI73

73˝

1 1/2˝

3/8˝typ.

3 3/4˝

3˝

KST scallopeddesign

KST2

9 9

7 /16

˝KS

T213

12 11

/ 16˝

KST2

16 15

15/ 16

˝KS

T218

19 3

/ 16˝

KST2

24 2

2 7 /

16˝

KST2

34 3

2 3 /

16˝

1 3/4˝

1 1/2˝

16 5/16˝

3/4˝

KST116

KFHA24all other

sizessimilar

LSTA – 20 or 18 gauge, light-capacity 11/4˝ wide strapping.

LSTI – 33/4˝ wide strap ties provide tension load path for truss top chords. The nail pattern accommodates open web trusses with double top chord.

MSTA – 18 or 16 gauge, medium-capacity 11/4˝ wide strapping.

ST – 16 gauge, medium-capacity 11/4˝ wide strapping.

MSTC – 3˝ wide strapping. Slotted hole design allows for higher load capacities andreduce splitting of lumber when attached to multiple 2x members.

KFHA – 12 gauge, 11/2˝ wide flat strap.

KST – 21/16˝ wide strapping. Straps can be fastened using either nails or bolts. SomeKST straps install only with nails.

KSTI – 21/16˝ wide strapping. Straps are designed for installation to wood I-Joist flanges.


ST

ST9

9 ˝

ST12

11 5

/ 8˝

ST18

17

3 /4 ˝

ST12

2 2

1 5/ 8

˝

1 1/4˝

KSTI

2 1/16˝

KSTI

223

23˝

KSTI

226

26

˝KS

TI23

6 3

6˝

KSTI

248

48

˝KS

TI26

0 6

0˝

KSTI

272

72˝

MST

C28

28

1 /4 ˝

MST

C240

40

1 /4 ˝

MST

C52

52 1 /

4 ˝M

STC6

6 6

5 3 /

4 ˝M

STC7

8 7

7 3 /

4 ˝

1 1/2˝

3˝

3˝

MSTC

KST2

27 2

7˝KS

T237

37

1 / 2˝

KST2

48 4

8˝

KST2

60

60

˝KS

T272

72˝

2 1/16˝

1 1/2˝

1 1/2˝

4 1/2˝

KSTstraight edge

design


Strap Ties – KFHA, KST, KSTI, LSTA, LSTI, MSTA, MSTC & ST series cont.

Typical LSTI open webtruss installation



Options: MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, & MSTA36 are available in Triple Zinc. To order, add TZ to stock number, as in MSTA9-TZ. LSTA24, MSTA12, MSTA15, & MSTA18 are available in stainless steel. To order, add SS to stock number, as in LSTA24-SS.

Codes: NER 505, NER 530 & NER 564, ICBO 2725, FL816, FL817, FL822, L.A. City RR 25104, RR 25303 & RR 25337

Installation:• Use all specified fasteners. See Product Notes, page 16.• Designer may specify alternate nailing schedules. Refer to Nail Specification table onpage 20 for nail shear values. Load values shall not exceed published allowable loads.The quantity of nails installed shall be equally distributed to both ends of the strap.• The quantity of nails installed shall be equally distributed to both ends of the strap.

Ref. No. W L 133% 160% 133% 160%

KST116 ST2115 20 3/4 16-5/16 10 (8) 16d 665 665 630 665 LSTA9 LSTA9 20 1-1/4 9 8 (8) 10d 670 805 530 635 LSTA12 LSTA12 20 1-1/4 12 10 (10) 10d 840 1010 660 790 LSTA15 LSTA15 20 1-1/4 15 12 (12) 10d 1010 1210 790 950 LSTA18 LSTA18 20 1-1/4 18 14 (14) 10d 1175 1235 925 1110 LSTA21 LSTA21 20 1-1/4 21 16 (16) 10d 1235 1235 1055 1235 LSTA24 LSTA24 20 1-1/4 24 18 (16) 10d 1235 1235 1055 1235 KST29 ST292 20 1-3/4 9-7/16 14 (14) 16d 1400 1680 1100 1320 KST213 ST2122 20 1-3/4 12-11/16 18 (18) 16d 1785 1785 1415 1700 KST216 ST2215 20 1-3/4 15-15/16 22 (18) 16d 1785 1785 1415 1700 LSTA30 LSTA30 18 1-1/4 30 22 (22) 10d 1640 1640 1480 1640 LSTA36 LSTA36 18 1-1/4 36 26 (22) 10d 1640 1640 1480 1640 MSTA9 MSTA9 18 1-1/4 9 8 (8) 10d 675 815 540 645 MSTA12 MSTA12 18 1-1/4 12 10 (10) 10d 845 1015 675 810 MSTA15 MSTA15 18 1-1/4 15 12 (12) 10d 1015 1220 810 970 MSTA18 MSTA18 18 1-1/4 18 14 (14) 10d 1185 1420 810 1130 MSTA21 MSTA21 18 1-1/4 21 16 (16) 10d 1355 1625 1075 1295 MSTA24 MSTA24 18 1-1/4 24 18 (18) 10d 1525 1640 1210 1455 LSTI49 LSTI49 18 3-3/4 49 32 (32) 10d x 1-1/2 2645 3175 2090 2510 LSTI73 LSTI73 18 3-3/4 73 48 (48) 10d x 1-1/2 3970 4370 3135 3765 ST9 ST9 16 1-1/4 9 8 (8) 16d 795 955 635 760 ST12 ST12 16 1-1/4 11-5/8 10 (10) 16d 995 1190 795 950 ST18 ST18 16 1-1/4 17-3/4 14 (14) 16d 1390 1395 1110 1335 ST22 ST22 16 1-1/4 21-5/8 18 (18) 16d 1395 1395 1395 1395 MSTA30 MSTA30 16 1-1/4 30 22 (22) 10d 1905 2065 1510 1815 MSTA36 MSTA36 16 1-1/4 36 26 (26) 10d 2065 2065 1785 2065 MSTA48 -- -- 16 1-1/4 48 32 (26) 10d 2045 2045 1785 2045 KST218 ST6215 16 1-3/4 19-3/16 26 (26) 16d 2670 2960 2115 2540 KST224 ST6224 16 1-3/4 22-7/16 30 (30) 16d 2960 2960 2440 2930 KST234 ST6236 14 1-3/4 32-3/16 42 (36) 16d 3775 3775 3050 3660 KFHA6 -- -- 12 1-1/2 6 8 (8) 16d 860 1030 690 825 KFHA9 -- -- 12 1-1/2 9 8 (8) 16d 860 1030 690 825 KFHA12 -- -- 12 1-1/2 12 8 (8) 16d 860 1030 690 825 KFHA18 -- -- 12 1-1/2 18 8 (8) 16d 860 1030 690 825 KFHA24 -- -- 12 1-1/2 24 8 (8) 16d 860 1030 690 825 KFHA30 -- -- 12 1-1/2 30 8 (8) 16d 860 1030 690 825

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 4) Total number of nail and/or bolt holes provided in the strap. 5) Minimum quantity of fasteners to be installed with equal fasteners at each end of the connection. Product may have additional nail holes not needed to meet published allowable load of product.

7) Allowable bolt loads are based on parallel-to-grain loading, minimum of 2-1/2˝ thick.


DF-L / SP


S-P-F / Hem Fir

Uplift

6) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long.

Dimensions

USPStock No.

UpliftTotal

Qty4

Min

Qty5

LTW Twist strappages 82-83

Typical LSTA/MSTA I-Joiston Ridge Beam installation

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1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 4) Total number of nail and/or bolt holes provided in the strap. 5) Minimum quantity of fasteners to be installed with equal fasteners at each end of the connection. Product may have additional nail holes not needed to meet published allowable load of product. 6) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 7) For MSTC straps: 16d sinker nails may be substituted for 10d nails with no reduction in load. 8) Allowable bolt loads are based on parallel-tograin loading, minimum of 2-1/2˝ thick.

Strap Ties – KFHA, KST, KSTI, LSTA, LSTI, MSTA, MSTC & ST series cont.

Clear Span Chart

Ref. No. W L Nails Bolts Nails Bolts 133% 160% 133% 160% 133% 160% 133% 160%

KSTI223 -- -- 18 2-1/16 23 23 -- -- (23) 10d x 1-1/2 -- -- 1900 2280 -- -- -- -- 1505 1805 -- -- -- --(38) 10d 3295 3950 2610 3130 (34) 16d 3490 4190 2765 3320(54) 10d 4680 4715 3710 4450(46) 16d 4715 4715 3740 4490(60) 10d 4715 4715 4120 4715(52) 16d 4715 4715 4230 4715(72) 10d 6015 6015 5185 6015(62) 16d 6015 6015 5250 6015(76) 10d 6015 6015 5470 6015(66) 16d 6015 6015 5590 6015

KST227 MST27 12 2-1/16 27 34 4 (34) 16d (4) 1/2 3810 4570 1830 2200 3035 3645 1700 2045 KST237 MST37 12 2-1/16 37-1/2 48 6 (48) 16d (6) 1/2 5375 5395 2620 3150 4290 5145 2460 2960 KST248 MST48 12 2-1/16 48 62 8 (54) 16d (8) 1/2 5395 5395 3260 3925 4825 5395 3100 3730 KSTI226 MSTI26 12 2-1/16 26 26 -- -- (26) 10d x 1-1/2 -- -- 2355 2830 -- -- -- -- 1890 2265 -- -- -- -- KSTI236 MSTI36 12 2-1/16 36 36 -- -- (36) 10d x 1-1/2 -- -- 3265 3915 -- -- -- -- 2615 3140 -- -- -- -- KSTI248 MSTI48 12 2-1/16 48 48 -- -- (48) 10d x 1-1/2 -- -- 4350 5220 -- -- -- -- 3490 4185 -- -- -- -- KSTI260 MSTI60 12 2-1/16 60 60 -- -- (60) 10d x 1-1/2 -- -- 5395 5395 -- -- -- -- 4360 5230 -- -- -- -- KSTI272 MSTI72 12 2-1/16 72 72 -- -- (66) 10d x 1-1/2 -- -- 5395 5395 -- -- -- -- 4795 5395 -- -- -- -- KST260 MST60 10 2-1/16 60 72 10 (64) 16d (8) 1/2 7055 7055 4055 4880 6315 7055 3955 4755 KST272 MST72 10 2-1/16 72 72 10 (64) 16d (8) 1/2 7055 7055 4055 4880 6315 7055 3955 4755

Allowable Loads (Lbs.) 1,2

DF-L / SP S-P-F / Hem Fir

Uplift


Total Qty4

Min Qty5

SteelGauge

Uplift

USPStock No.7

Nails Bolts8Nails Bolts8

MSTC28 MSTC28 16 3 28-1/4 38 -- -- -- -- -- -- -- -- -- -- -- --

MSTC40 MSTC40 16 3 40-1/4 54 -- -- -- -- -- -- -- -- -- -- -- --

-- --65-3/4

MSTC52 MSTC52 16 3 -- --52-1/4 70 -- -- -- -- -- -- -- --

-- --

-- --

104 -- -- -- --

88 -- --

-- ---- --

-- --

77-3/4

MSTC66 MSTC66 14

MSTC78 MSTC78 14 3

3

-- -- -- --

-- ---- --

End length

End length

Clear span

1˝ Min.

Optional nails(wood shrinkage may

occur and cause strapto buckle outward)

Typical KST237 floor-to-floorinstallation

Installation:• Use all specified fasteners. See Product Notes, page 16.• Designer may specify alternate nailing schedules. Refer to NailSpecification table on page 20 for nail shear values. Load valuesshall not exceed published allowable loads. The quantity of nailsinstalled shall be equally distributed to both ends of the strap.• The quantity of nails installed shall be equally distributed to bothends of the strap.

Ref. No. 133% 160%

(12) 10d 1040 1250

(12) 16d 1230 1480

(16) 10d 1385 1665(14) 16d 1435 1725

(28) 10d 2425 2910(24) 16d 2465 2955

(32) 10d 2775 3330(30) 16d 3080 3695

(44) 10d 3815 4575

(38) 16d 3900 4680(48) 10d 4160 4715

(42) 16d 4310 4715(62) 10d 5580 6015

(54) 16d 5760 6015

(64) 10d 5760 6015(54) 16d 5760 6015

(64) 10d 5760 6015(54) 16d 5760 6015

(66) 10d 5940 6015

(56) 16d 5975 601518 (20) 16d 2240 2690

16 (22) 16d 2465 295518 (32) 16d 3585 4300

16 (34) 16d 3810 4570

18 (46) 16d 5645 677016 (48) 16d 5890 7055

18 (46) 16d 5645 677016 (48) 16d 5890 7055

18 (14) 10d x 1-1/2 1270 1525

16 (16) 10d x 1-1/2 1450 174018 (26) 10d x 1-1/2 2355 2830

16 (28) 10d x 1-1/2 2540 304518 (38) 10d x 1-1/2 3445 4135

16 (40) 10d x 1-1/2 3625 4350

18 (50) 10d x 1-1/2 4535 539516 (52) 10d x 1-1/2 4715 5395

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 3) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long.

18

Uplift


DF-L / SP

18

KST237

USPStock No.

Fasteners

Total2,3

MST37

ClearSpan

MSTC28 MSTC28

16

MSTC40 MSTC40

KST272 MST72

KST248 MST48

KST260 MST60

KSTI272 MSTI72

KSTI236 MSTI36

KSTI248 MSTI48

KSTI260 MSTI60

16

MSTC52 MSTC5218

16

MSTC66 MSTC6618

16

MSTC78 MSTC7818

16

Strap Ties – KHST, KRPS, & PS series

KRPS – Meets IBC, IRC, UBC, & L.A. City requirements fornotched plates where plumbing, heating, or other pipes are placedin partitions.

PS – Piling Straps connect wood pilings to floor girders. Hot-dipgalvanized for corrosion protection in coastal environments.

KHST – Heavy-capacity strap that utilizes bolts.

Materials: See chartFinish: KHST – USP primer; KRPS – G90 galvanizing;

PS – Hot-dip galvanizedOptions: KRPS18 and KRPS22 are available in Triple Zinc.

To order, add TZ to stock number, as in KRPS18-TZ.



Ref. No. W L Nails Bolts 133% 160%

KHST2 HST2 7 2-1/2 21-1/4 -- -- -- -- (6) 5/8 4355 5225 KHST3 HST3 3 3 25-1/2 -- -- -- -- (6) 3/4 6405 7690

KHST5 HST5 7 5 21-1/4 -- -- -- -- (12) 5/8 8775 10525

KHST6 HST6 3 6 25-1/2 -- -- -- -- (12) 3/4 12875 15450 PS218-HDG PS218 7 2 18 -- -- -- -- (4) 5/8 -- -- -- --

PS418-HDG PS418 7 4 18 -- -- -- -- (4) 5/8 -- -- -- -- PS720-HDG PS720 7 6-3/4 20 -- -- -- -- (8) 5/8 -- -- -- --

KRPS18 RPS18 16 1-1/2 18-5/16 < 5-1/2˝ (12) 16d -- -- 1105 1325

KRPS22 RPS22 16 1-1/2 22-5/16 < 5-1/2˝ (16) 16d -- -- 1470 1715 KRPS28 RPS28 16 1-1/2 28-5/16 < 12˝ (16) 16d -- -- 1470 1715

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-5/8˝ for 16d nails. 3) Allowable loads are based on single shear, parallel to grain loading with a 4˝ minimum member thickness for KHST2 and KHST5, and 4-1/2˝ minimum member thickness for KHST3 and KHST6. 4) PS piling strap design loads must be determined for each installation. Bolts are installed perpendicular and parallel-to-grain.

Allowable Loads (Lbs.)1,3Fastener Schedule2Dimensions

USPStock No.4

SteelGauge

DF-L / SPNotchWidth

2 1/2˝

W

1˝

L

3 3/4˝

6 3/4˝

1 1/4˝

20˝

2 1/2˝

KHST3 and KHST2KHST6 and KHST5

KHST2KHST3

KHST5KHST6

W

W

Typical KRPSinstallation

KHST KRPS

1 1/2˝

KRPS

18 &

KRP

S22

5 1 / 2

˝ KR

PS28

12˝

L

end

of n

otch

dis

tanc

e

Built-upbeam

Piling

Typical PS720-HDGinstallation

PS218-HDGPS418-HDG similar

PS720-HDG

In some instances the codesrequire the use of a metalstrap where sill or top platesare cut, notched, or drilled. IRC R602.6.1, IBC 2308.9.8, UBC 2320.11.7.

Bolts must beordered

separately. Seepage 26


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TypicalKLFTA

installation

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Uplift

Place strap so allnail holes alignwith rim joist

F1

Typical LFTA6 stud-to-rimjoist installation

Typical LFTA6 truss-to-topplate installation

Twist Straps – HTW, KTS, LFTA6, LTW, & MTW series

Twist straps tie framing members to resist tension forces.

LFTA6 – 16 gauge.

LTW – 18 gauge, light-capacity.

MTW – 16 gauge, medium-capacity.

HTW – 14 gauge, heavy-capacity.

KTS – 16 gauge, medium-capacity with angled twist.


Options: LFTA6, LTW12, LTW18, MTW12, MTW16, MTW20, & MTW30 are able in Triple Zinc. To order, add TZ to stock number, as in LTW12-TZ. LTW12, LTW18, & LTW20 are available in Stainless Steel. To order, add SSto stock number, as in LTW18-SS.

Codes: NER 568, ICBO 2725, FL820-R1, L.A. City RR 25104 & RR 25592

Installation:• Use all specified fasteners. See Product Notes, page 16.• KTS models should be installed in pairs to reduce eccentricity. • Consult I-Joist manufacturer for web stiffener requirements, and uplift limitations on joist and application.

Floor Tie Straps – KFTA & KLFTA series

LFTA6

Typical LFTA6 stud-to-topplate installation

19 1/8˝8 3/8˝

6 1/2˝2 1/4˝

40 7/8˝

2 1/8˝

17˝

KLFTA

17˝

L

WW

KFTA7



Ref. No. W L Nails4Bolts 133% 160% 133% 160% 133% 160%

KLFTA LFTA 16 2-1/8 40-7/8 (16) 10d -- -- 1235 1485 1235 1485 1235 1485

KFTA2 FTA2 10 3 37-1/2 -- -- (4) 5/8 1595 1920 2850 3425 2835 3410

KFTA5 FTA5 10 3-1/2 45-1/2 -- -- (4) 3/4 1905 2290 3755 4440 4075 4440 KFTA7 FTA7 3 3-1/2 56 -- -- (6) 7/8 3730 4235 6675 7290 7290 7290

1) Allowable loads have been increased 33-1/3% or 60% for wind and seismic loads; no further increase shall be permitted. 2) Design loads assume single shear bolt application, parallel to grain loading. 3) The designer shall determine adequacy of wood member to resist published loads. 4) Minimum nail embedment shall be 1-1/2˝ for 10d nails.

1-1/2 3 4-1/2

Dimensions Fastener Schedule Allowable Loads (Lbs.)1, 2

Thickness of Wood Member - Uplift

DF-L / SP

USPStock No

SteelGauge

KLFTA – Medium-duty nail-on strap provides stud-to-stud connecton across rim joist.

KFTA – Heavy-duty bolt-on strap.

Materials: See chartFinish: KLFTA – G90 galvanizing; KFTA – USP primerCodes: NER 564, ICBO 2725, FL817, L.A. City RR 25104

Installation:• Use all specified fasteners. See Product Notes, page 16. • Nail holes in the center flange allow attachment to the rim joist and top and bottom plates.


L

1 1/4˝

KTS17Typical KTS17installation

F1

Uplift

Equal number of specifiedfasteners at each end

Typical LTW12 / MTW12Stud-to-rim joist

installation

Twist Straps – HTW, KTS, LFTA6, LTW, & MTW series cont.

Ref. No. W L L1 L2 133% 160% 133% 160% 133% 160% 133% 160%

(12) 10d

(12) 10d x 1-1/2(12) 10d

(12) 10d x 1-1/2

(12) 10d(12) 10d x 1-1/2

(12) 10d(12) 10d x 1-1/2

KTS9 TS9 16 1-1/4 9 -- -- -- -- (8) 16d -- -- -- -- 735 785 -- -- -- -- 630 675

KTS12 TS12 16 1-1/4 11-1/2 -- -- -- -- (10) 16d -- -- -- -- 920 1065 -- -- -- -- 790 915(14) 10d 1085 935

(14) 10d x 1-1/2 1055 905(14) 10d 1085 935

(14) 10d x 1-1/2 1055 905

KTS17 TS18 16 1-1/4 17-1/2 -- -- -- -- (14) 16d -- -- -- -- 1100 1100 -- -- -- -- 945 945(14) 10d 1085 935

(14) 10d x 1-1/2 1055 905(16) 8d

(16) 8d x1-1/2

(14) 10d 1085 935(14) 10d x 1-1/2 1055 905

KTS24 TS22 16 1-1/4 21-3/4 -- -- -- -- (18) 16d -- -- -- -- 1270 1270 -- -- -- -- 1270 1270(14) 10d 1085 935

(14) 10d x 1-1/2 1055 905

(14) 10d 1085 935(14) 10d x 1-1/2 1055 905

(14) 10d 1085 935(14) 10d x 1-1/2 1055 905

(14) 10d 1085 935

(14) 10d x 1-1/2 1055 905(16) 10d 1260 1090

(16) 10d x 1-1/2 1250 1075(20) 10d

(24) 10d x 1-1/2(20) 10d

(24) 10d x 1-1/2

(20) 10d(24) 10d x 1-1/2

(20) 10d(24) 10d x 1-1/2

(20) 10d

(24) 10d x 1-1/2

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-5/16˝ for 8d nails, 1-1/2˝ for 10d nails, and 1-5/8˝ for 16d nails. 3) 16d sinker nails may be substituted for 10d common nails with no reduction in load. 4) For 1-1/2˝ lumber, use 0.84 of table load for 10d nails and 0.77 for 16d nails. 5) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 6) Fasteners shall be distributed equally on each end of the connection. 7) C after the model number designates center twist as in MTW30C. 8) To achieve F1 lateral loads, three nails must be installed on each side on the strap located closest to the bend line.

1530

1260

1530

1530

1530

1530

1530

1530

1530

1530

1530 1325

1325

1325

1325

1325

1325

1325

1325

1325

1090

1325

1195

1195

1195

1195

1030

1030

1030

1030

1195

1195

1195

1195

1030

1030

1030

1030

775 775

775 775

775 775

775 775

865 1035

670 670

670 670

670 670

670 670

95

605

95

95

95

95

95

95

95

95

65

95

95

95

95

65

2-1/4 19-1/8 8-3/8 6-1/2 1015 1210

65

95

65

95

95

LFTA6 H6 16 700

95

95

95

17-1/4

95

95

95

95

95

95

95

65

11-1/8 11-1/8

13-7/16 13-7/16

7-1/8

9-1/8 9-1/8

95

95

12-1/812-1/8

7

8-1/2 8-1/2

8-1/2

5-1/8 5-1/8

4-1/2

6-1/2 6-1/2

7-1/2 7-1/2

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

28

1-1/4

1-1/4

4-1/2

6-1/2

4-1/2

8-1/2

7-1/8

1-1/4

1-1/4

1-1/4

30

30

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

30

16

20

24

20

30

24

28

14

14

14

12

16

18

20

12

16

18

16

14

14

14

16

16

16

16

HTW30C HTS30C

LTS12 18

18

18

18

16

16

16

HTW28 HTS28

HTW30 HTS30

HTW20 HTS20

HTW24 HTS24

MTW30C MTS30C

HTW16 HTS16

MTW20 MTS20

MTW30 MTS30

MTW24C MTS24C

MTW28C MTS28C

MTW16 MTS16

MTW18 MTS18

LTW20 LTS20

MTW12 MTS12

LTW16 LTS16

LTW18 LTS18

Dimensions Allowable Loads (Lbs.) 1

Uplift UpliftFastener

Schedule2,3,4,5,6

S-P-FDF-L / SP

LTW12 4-1/2

USP

Stock No.7

SteelGauge

8-5/16

10-7/16

12-7/16

18-9/16

10-7/16

12-7/16

700

65

65

65

65

95

95

95

6-1/2

7-1/2 7-1/2

F18

65

65

65

95

95

95

95

95

95

95

95

95

95

95

F18

605

65

65

65

65

95

95

95

95

95

95

95

95

95

95

95

95

95

95

1 1/4˝

1˝Typ.

L

LTW18/MTW18other models similar

MTW30/HTW30

L1

L2

1 1/4˝

L2

L1

1 1/4˝

1˝ Typ.

LTW12/MTW12

L1

L2

MTW30CTypical MTW30installation

Typical LTW12 / MTW12Truss-to-top plate

installation

Typical MTW20I-Joist Rafterinstallation

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Typical HTWMinstallation

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®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.

Materials: 14 gaugeFinish: G90 galvanizingCodes: FL6223

Installation Instructions:• Use all specified fasteners. See Product Notes pages 16.• Strap may be attached to either side of grouted masonry or concrete wall with a minimum of (1) #5 horizontal rebar.• Drill hole in concrete or masonry with manufacturers prescribed 1/4˝ masonry drill.Install fasteners into concrete or masonry per manufacturer’s specification.• Grout or concrete compressive strength shall be 2,000 psi at 28 days.• Twist straps do not have to be wrapped over the truss to achieve the allowable loads.• Moisture barrier may be required.

Ref. No. W L L1 CMU3 Concrete3133% 160% 133% 160%

HTWM16 HTSM16 14 1-1/4 16 5-3/4 (4) 1/4" x 1-3/4" Wedge Bolts (4) 1/4" x 1-3/4" Wedge Bolts (8) 10d x 1-1/2 1225 1225 1075 1145

HTWM20 HTSM20 14 1-1/4 20 7-3/4 (4) 1/4" x 1-3/4" Wedge Bolts (4) 1/4" x 1-3/4" Wedge Bolts (8) 10d x 1-1/2 1225 1225 1075 1145

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Use Powers Fasteners 1/4˝ x 1-3/4˝ Wedge-Bolt®; or equal, installed in accordance with manufacturer's specification. New products or updated product information are designated in red.

USPStock No.

SteelGauge

Dimensions

Truss/2

Rafter

Uplift

Fastener Schedule Allowable Loads (Lbs.)1

DF-L / SP S-P-F

L1

L1

L

W

W

HTWMStrap Rafter Ties – RT series

Ref. No. W L 133% 160%

RT12F -- -- 14 1 12 (12) 16d 1120 1225 RT16F -- -- 14 1 16 (14) 16d 1225 1225 RT18F -- -- 14 1 18 (14) 16d 1225 1225 RT20F -- -- 14 1 20 (14) 16d 1225 1225 RT22F -- -- 14 1 22 (14) 16d 1225 1225 RT24F -- -- 14 1 24 (14) 16d 1225 1225 RT30F -- -- 14 1 30 (14) 16d 1225 1225 RT36F -- -- 14 1 36 (14) 16d 1225 1225 RT48F -- -- 14 1 48 (14) 16d 1225 1225 RT12T -- -- 14 1 12 (12) 16d 1090 1225 RT16T -- -- 14 1 16 (14) 16d 1225 1225 RT18T -- -- 14 1 18 (14) 16d 1225 1225 RT20T -- -- 14 1 20 (14) 16d 1225 1225 RT22T -- -- 14 1 22 (14) 16d 1225 1225 RT24T -- -- 14 1 24 (14) 16d 1225 1225 RT30T -- -- 14 1 30 (14) 16d 1225 1225 RT36T -- -- 14 1 36 (14) 16d 1225 1225 RT48T -- -- 14 1 48 (14) 16d 1225 1225

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-5/8˝ for 16d nails. 3) 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.

Allowable Loads (Lbs.)1Dimensions

USPStock No.

SteelGauge

Uplift

DF-L / SP

Fastener

Schedule 2

Min

Qty.3 Typical RT16Tinstallation

RT16T

RT_F – Flat version strap permitting installation on 2x stud framing.

RT_T – Twisted version.


Options: RT24F, RT16T, & RT24T are available in Triple Zinc. To order, add TZ to stock number, as in RT24F-TZ.

Codes: SBCCI 2031C, FL572-R1, FL859-R1, Dade County, FL 01-0912.05

Installation:• Use all specified fasteners. See Product Notes, page 16.• The quantity of nails installed shall be equally distributed to both sides of the connection.

L

W

RT16F

15˚ Max

Connector strap

OD1 D2

Hanger

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WL

0

KHSA5

W

L

0

Typical KSAinstallation

Typical KSAinstallation

Ref. No. W L O D1 D2 Nails4 Bolts5133% 160% 133% 160%

KSA34 -- -- 7 2-1/16 34-3/8 9 6-11/16 4-1/2 -- -- (4) 3/4 -- -- -- -- 3790 3790

KSA36 SA36 12 2-1/16 37-7/8 9 8-1/4 5-1/4 (22) 16d (4) 1/2 2155 2585 1820 2180

KSA45 -- -- 7 2-1/16 44-7/8 19-1/2 6-11/16 4-1/2 -- -- (4) 3/4 -- -- -- -- 3790 3790 KSA47 -- -- 12 2-1/16 48-3/8 19-1/2 8-1/4 5-1/4 (22) 16d (4) 1/2 2155 2585 1840 2210

KHSA1 HSA32 3 3 30 9 10 -- -- -- -- (2) 3/4 -- -- -- -- 2120 2545

KHSA2 HSA41 3 3 38-1/2 9 10 4-1/2 -- -- (4) 3/4 -- -- -- -- 4230 5080 KHSA3 HSA50 3 3 47 9 10 4-1/2 -- -- (6) 3/4 -- -- -- -- 6275 7525

KHSA4 HSA59 3 3 56 9 10 4-1/2 -- -- (8) 3/4 -- -- -- -- 8185 9825 KHSA5 HSA68 3 3-1/2 64-1/2 9 10 4-1/2 -- -- (10) 3/4 -- -- -- -- 9815 11780

1) Allowable loads have been increased 33-1/3%; no further increase shall be permitted. 2) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 3) Bolt values assume wood member thickness of 3-1/2˝ with bolts in single shear. 4) Minimum nail embedment shall be 1-5/8˝ for 16d nails. 5) Bolts shall be loaded parallel to grain.

USPStock No.

SteelGauge

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

Nails Bolts

DF-L / SP

Dimensions

KSA – 7 or 12 gauge. KSA36 and KSA47 can be field adjusted for smaller beam widths. It installs with nails or bolts.

KHSA – 3 gauge. Designed for installation with bolts only.

Materials: See chartFinish: KSA – G90 galvanizing

KHSA – USP primerCodes: ICBO 2725, L.A. City RR 25104

Installation:• Use all specified fasteners. See Product Notes, page 16.• KSA36 and KSA47 can be field adjusted for smaller beamwidths.

KSA36

Typical KHSA4installation



Allowable loadsO

18º Max

Connector Straps – KHSA & KSA series

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®Knee Braces – KVB & KVBI series

2˝

L

Ref. No. Beam Depth L2Beam Joist 100% 115% 125% 133% 160%

KVB5 VB5 12 10˝ - 15˝ 6' 1/2" (4) NA25 (12) NA25 1295 1490 1620 1730 2075 KVB7 VB7 12 15˝ - 22-1/2˝ 7' (4) NA25 (12) NA25 1295 1490 1620 1730 2075

KVB8 VB8 12 22-1/2˝ - 28-1/2˝ 8' (4) NA25 (12) NA25 1295 1490 1620 1730 2075

KVB10 VB10 12 28-1/2˝ - 36˝ 10' (4) NA25 (12) NA25 1295 1490 1620 1730 2075 KVB12 VB12 12 36˝ - 42˝ 12' (4) NA25 (12) NA25 1295 1490 1620 1730 2075

KVBI5 -- -- 12 10˝ - 15˝ 6' (4) 10d (12) 10d 500 575 625 665 800 KVBI7 -- -- 12 15˝ - 22-1/2˝ 7' (6) 10d (12) 10d 750 865 940 1000 1200

KVBI8 -- -- 12 22-1/2˝ - 28-1/2˝ 8' (6) 10d (12) 10d 750 865 940 1000 1200

KVBI10 -- -- 12 28-1/2˝ - 36˝ 10' (6) 10d (12) 10d 750 865 940 1000 1200 KVBI12 -- -- 12 36˝ - 42˝ 12' (6) 10d (12) 10d 750 865 940 1000 1200

1) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included KVB models. 2) Overall strap length is listed in feet. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails.

USPStock No.

SteelGauge

DF-L / SP

Allowable Tension Loads (Lbs.)Dimensions Fastener Schedule1,3

KVB – Installs with NA25 nails for higher load capacity. It can be retrofit into existing framing.

KVBI – Installs with common nails. Designed to beused with I-Joist purlins.

Materials: 12 gaugeFinish: G90 galvanizingCodes: ICBO 2725, L.A. City RR 25104

Installation:• Use all specified fasteners. See Product Notes, page 16.• NA25 nails are included with KVB shipments.• Install flanges at angles of 45° or more to the vertical plane to assure proper lateral resistance.

Typical KVB7installation

KVB5

DF-L / SP S-P-F

Ref. No. W L 100% 100%

PWFS24 -- -- 20 1-1/4 24 (9) 8d 775 645

1) Minimum nail embedment shall be 1-5/16˝ for 8d nails. 2) For installations where the strap does not fall behind joist, the designer shall be be responsible to determine suitability of rim to resist the load.


USPStock No.

SteelGauge

Dimensions

FastenerSchedule

1 1/4˝

24˝

PWFS24

Permanent Wood Foundation Strap – PWFS24

Connects permanent wood foundation studs to rim joist to resist lateralloads produced from ground pressure. The high load values and positiveplacement nail gun installation make the PWFS24 practical for manufactured homes as well as site built homes.


Installation:• Use all specified fasteners. See Product Notes, page 16.• Center strap on top plate over the stud.• Attach center nail and bend inside end of strap downward.• Install nails on inside of wall.• Install floor system or place manufactured home on foundation.• Form outside end of strap up the outside of rim and install nails.

Typical PWFS24installation

Loaddirection

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®Hangers

Supported / Joist Member Supporting / Header Member

HangerType

USPSeries

SteelGauge F

ace

Mou

nt

Top

Mou

nt

Slo

ped

/ Ske

wed

For

med

Wel

ded

Dim

ensi

onal

Woo

d

EW

P

Tru

ss

Glu

lam

Dim

ensi

onal

Woo

d

EW

P

Tru

ss

Glu

lam

Mas

onry

DF-

L / S

P

Mas

onry

JL 20 • • • • • • 455 - 1,905

JR 18 • • • • • 455 - 1,735 SUH 16 • • • • • • 465 - 2,210

JUS 18 • • • • • • 655 - 2,350 SP 18 • • • • 545 - 1,360

16 • • • • • • • • 2,635 - 4,195

14 • • • • • • • • 795 - 3,090 HD 14 • • • • • • • • • 560 - 3,920

J 14 • • • 1,420 - 2,840 KLB 14 • • • • • 1,235 - 1,365

KB 12 • • • • • 2,420 - 3,495

KHB 12 • • • • • 4,265 KHHB 7 • • • • • 4,270 - 5,310

HDO 12 • • • • • • • 2,170 - 5,445 HHDO 12 • • • • • • • 3,700 - 5,440

SW 12 • • • • • 2,315 - 2,520

SWH7 - Top Flange

12 - Stirrup• • • • • • 3,305

KHW3 - Top Flange

10 - Stirrup• • • • • 5,295 - 5,335

HL 18 • • • • 1,270 -1,590

JH 18 • • • • • • • 1,880 - 2,840 LS 18 • • • • • 950 - 1,225

TMU 18 • • • • • • • • 1,140

16 • • • • • • • • • • 510 - 2,21014 • • • • • • • • • • 1,400 - 3,920

SKHH 14 • • • • • • • • • • 1,510 - 3,640 KF 18 • • • • • 570 - 1,000

PHG 18 • • • • • 580 - 650

FH 18 • • • • • 1,235 FHD 18 • • • • • 1,235

20 • • • • • 445 - 96518 • • • • • 445 - 965

JP 18 • • • • • • 250 -750

JPF 20 • • • • • 1,070 - 1,275

HWUH1/4˝ - Top Flange,

7 - Stirrup• • • • • • • 2,265 - 5,165

MPH 12 • • • • • • 2,600 - 4,280 UHM 1/4˝ • • • • • • 5,200

NFM3/8˝ - Top Flange,

7 - Stirrup• • • • • 5,835 - 5,955

• Represents common applications and product configurations. Consult USP for additional applications and/or optional product configurations.

Style

FaceMount

100% Allowable Loads (Lbs.) Range

HUS

Masonry

TopMount

Slopeand

Skew

Paneland

Purlin JDS

SKH

Header Material

Hanger Selector Guide

KBKLB

JUS

Face Mount Joist Hangers . . . . . . . . . . . . Pages 91-100• JL SeriesLight-capacity 20 gauge 2x joist hanger.

• JR SeriesLight-capacity 18 gauge 2x joist hanger.

• SUH SeriesMedium-capacity 16 gauge joist hanger.

• SP Series Light-capacity 18 gauge 2x joist hangers with speed prongs.

• JUS SeriesMedium-capacity 18 gauge joist hanger with slant nailing.

• HUS SeriesHeavy-capacity 14 or 16 gauge joist hanger with slant nailing.

• HD SeriesHeavy-capacity 14 gauge joist hanger.

• J SeriesHeavy-capacity 14 gauge ornamental joist hanger with primer coating.

Top Mount Hangers . . . . . Pages 101-106• KLB SeriesLight-capacity 14 gauge top mount hanger with uplift capacity.

• KB SeriesMedium-capacity 12 gauge top mount hanger with uplift capacity.

• KHB SeriesMedium-to-heavy-capacity 12 gauge top mount hanger with uplift capacity.

• KHHB SeriesHeavy-capacity 7 gauge top mount hanger with uplift capacity.

• HDO SeriesMedium-capacity 12 gauge top mount hanger with uplift capacity.

• HHDO SeriesHeavy-capacity 7 gauge top mount hanger with uplift capacity.

• SW SeriesLight-capacity welded hanger with primer finish.

• SWH SeriesMedium-capacity welded hanger with primer finish.

• KHW SeriesHeavy-capacity welded hanger with primer finish.

• HL SeriesLight-capacity 18 gauge 2x top mount hanger.

• JH SeriesMedium-capacity strap style hanger.

HD

HL

KHB

SW

SWH KHW JH

KHHB HDO/HHDO

HUS

JT

JL/JR SUH SP

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®

Slope & Skew Hangers . . . . Pages 106-108• LS SeriesLight-capacity hanger for slopes of 0° to 30° down.

• TMU26Light-capacity hanger for slopes from 35° up to 45° down.

• SKH SeriesLight-capacity 45° skewed hanger.

• SKHH SeriesMedium-capacity 45° skewed hanger.

Panel & Purlin Hangers . . . . . . . . . Pages 109-110• KF SeriesPanel hanger with a joist end nail.

• PHG SeriesPanel hanger that uses a gripper instead of a nail.

• FH SeriesMedium-capacity purlin hanger.

• FHD SeriesMedium-capacity purlin saddle hanger.

• JDS SeriesMedium-capacity purlin saddle hanger.

• JP SeriesLight-capacity purlin hanger.

• JPF SeriesMedium-capacity purlin hanger with double shear nailing.

Masonry Hangers . . . . . . . Pages 111-115• HWUH SeriesHeavy-capacity top flange masonry hanger.

• MPH SeriesTop flange masonry hanger.

• UMH SeriesFace mount masonry hanger.

• NFM SeriesNarrow flange hanger for headers connecting to theend of a masonry wall.

TMU26

KF

FHD

MPHHWUH UMH NFM

JPJDS JPF

PHG FH

SKH SKHHLS

Hangers

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®Standard Joist Hangers – JL, JR, & SUH series

USP offers a wide variety of light-gauge face mount joist hangers toaccommodate application and installation preferences.

JL series – 20 gauge, 2x joist hangers.

JR series – 18 gauge, 2x joist hangers.

SUH series – 16 gauge steel construction for more demanding applications and light truss support.


Options: See SUH Specialty Options Chart.Codes: NER 505, ICBO 2039, L.A. City RR 23888 & RR 25303,

FL816, Dade County, FL 06.0601.03 — JL series

Installation:• Use all specified fasteners. See Product Notes, page 16.• Speed prongs are designed to temporarily position hangers on headers for more convenient nail fastening, but specified nails must beused to achieve allowable loads.

A

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JL26/JRSS SUH26-2

Typical SUH26-2installation

Typical JL26/JRSSinstallation

Option4 Skewed 1,3 Sloped Seat2,3 Sloped / Skewed1,2,3

Range

Ordering

AllowableLoads

100% of table load

1˚ to 45˚

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

to product number.Ex. SUH210-SK45R

Add SL,slope required,and up (U)or down (D),

to product number.Ex. SUH210-SL30D

See Sloped Seat and Skewed.Ex. SUH210-SK45RSL30D

See Sloped Seat and Skewed

1˚ to 67-1/2˚when width is1-3/4˝ or less.

1˚ to 50˚ on all others.

100% of table load.75% of uplift loadon skews greater

than 15˚.


than 15˚.

SUH Specialty Options Chart – refer to SpecialtyOptions pages 206 to 209 for additional details.

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) All sloped, skewed, or combinations require bevel cut on joist in all applications and web stiffeners with I-Joists. 4) Some SUH option hangers may be manufactured as welded products to achieve listed loads.

Speed Prong Hangers – SP series

H

DW

A

SP26

Typical SP26 installation

Prongs on the joist flanges eliminate the need for nail fastening to joist and theneed for special short nails. Simply hammer the prefabricated speed prongsinto the joist for fast installation.

Materials: 18 gaugeFinish: G90 galvanizingCodes: ICBO 2039, L.A. City RR 23888

Installation:• Use all specified fasteners for header fastening. See Product Notes, page 16.• Set speed prongs with a careful tap of the hammer. Misguided hammerstrokes may damage speed prong and render it useless. • Not recommended for applications that require uplift resistance.

Speed Prongs grip joist

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®Slant Nail Joist Hangers – HUS & JUS series

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Dimple allows 30º

to 45˚nailing

JUS28

HUS28-2

Typical HUS410IF invertedflange installation

Typical HUS46installation

The HUS & JUS hanger series offers double shear nailing. USP’s patented dimpleallows for 30° to 45° nailing through the joist into the header resulting in higherloads and less nailing. Slant nailing also eliminates the need for shorter joist nailsin 2x applications.

Materials: JUS - 18 gauge; HUS - 14 or 16 gaugeFinish: G90 galvanizing; JUS24-GC, JUS26-GC, JUS210-GC,

JUS26-2GC, & JUS210-2GC – Gold CoatOptions: HUS26, HUS28, HUS210, HUS28-2IF, & HUS210-2IF, JUS24,

JUS26, JUS26-2, JUS28, JUS28-2, JUS210, JUS210-2, JUS44, JUS46, JUS48, JUS410, JUS414, JUS28-3, & JUS210-3 are available in Triple Zinc. To order, add TZ to stock number, as in JUS24-TZ. JUS24, JUS26, JUS26-2, JUS28, JUS210, and JUS210-2 are available in Stainless Steel. To order, add SS to stock number, as in JUS26-SS. See HUS Specialty Options Chart.

Codes: NER 608, NER 510, ICBO 2039, ICBO 5356, L.A. City RR 25327, FL818, FL821, Dade County, FL 06-0605.10 — JUS (2) 2x, 3x, & 4x models except: JUS214-2, JUS414, & JUS214-3, Dade County, FL 06-0601.03 — JUS 2x models

Patents: #5,217,317

Installation:• Use all specified fasteners. See Product Notes, page 16.• Joist nails must be driven at a 30° to 45° angle through the joist or truss into theheader to achieve listed loads. Standard length “double shear” nails must beused to achieve listed load values.• JUS - 16d sinkers (9 gauge x 31⁄4˝ ) may be used where 10d commons are specified with no load reduction.

Typical JUS46installation

Option Inverted Flange

Not available inwidths less than 2-1/4˝.

100% of table load.65% of table load whennailing into the supportmembers end grain.

Add IFto product number.

Ex. HUS410IFOrdering

AllowableLoads

Range

HUS Specialty Options Chart –refer to Specialty Options pages206 to 209 for additional details.

Double shear nail designfeatures fewer nails and

faster installation

Uses standard length nails

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®Heavy-Duty Face Mount Hangers – HD series

Typical HD210-2installation

A

D W

H

HD51135

Bend linenailing

A

H

DW

HD610

HD hangers are heavy-duty face mount hangers that canbe used to support headers, joists, and trusses.


Options: All nominal lumber sizes are available for rough/full size lumber. See Specialty Options Chart.

Codes: NER 478, ICBO 2039, FL815, L.A. City RR 25283 & RR 23888

Patent: #7,134,636

Installation:• Use all specified fasteners. See Product Notes, page 16.• Some HD models feature nail holes along bend line thatmust be filled to achieve allowable loads. Verify properheader width to accomplish this for inverted models.

Drive bend line nailsinto header at 45°

to achieve listed loads.

Typical HD210-2IFinverted flange

installation

Option 4 Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Inverted Flange

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) All sloped, skewed, or combinations require bevel cut on joist in all applications and web stiffeners with I-joists. 4) Modifications of HD hangers may be manufactured as hot rolled, welded, or primed.

1˚ to 67-1/2˚when width is1-3/4˝ or less.


1˚ to 45˚ See Sloped Seat and Skewed

100% of table load


than 15˚.

Range

Ordering

AllowableLoads

Not available inwidths less than 2-1/4˝


than 15˚.

100% of table load.65% of table load whennailing into the support

members end grain.

See Sloped Seat and Skewed.Ex. HD410-SK45RSL30D


Ex. HD410IF

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

to product number.Ex. HD410-SK45R

Add SL,slope required,and up (U) or down (D),

to product number.Ex. HD410-SL30D


Typical HD3212glulam installation

Typical HD610installation

Floor

Joist Size Ref. No. W H D A Header Joist 100% 115% 125% 133% 160%

(4) 10d 455 525 570(4) 16d 545 625 680(4) 10d 455 525 570(4) 16d 550 630 685

JUS24 LUS24 (4) 10d (2) 10d JUS24-GC -- -- (4) N10C-GC (2) N10C-GC SP24 -- -- 18 1-9/16 3 1-1/2 7/8 (4) 16d (2) prongs 550 630 685 -- -- -- --

(4) 10d 465 535 580(4) 16d 550 635 690

HD26 HU26 14 1-9/16 3-1/2 2 1-1/8 (4) 16d (2) 10d x 1-1/2 560 645 700 290 290(6) 10d 685 785 855(6) 16d 815 940 1020

SP24 -- -- 18 1-9/16 3 1-1/2 7/8 (4) 16d (2) prongs 550 630 685 -- -- -- --(6) 10d 685 785 855(6) 16d 820 940 940

SP26 -- -- 18 1-9/16 4-5/8 2 1-3/16 (6) 16d (4) prongs 820 945 1030 -- -- -- -- JUS26 LUS26 (4) 10d (4) 10d JUS26-GC -- -- (4) N10C-GC (4) N10C-GC

(6) 10d 695 800 870(6) 16d 830 950 1035

HUS26 HUS26 16 1-5/8 5-7/16 3 2 (14) 16d (6) 16d 2635 3035 3295 1925 1925 JSS -- -- 14 1-9/16 5 1-5/8 1-1/4 (10) 16d (4) 8d x 1-1/2 1420 1635 1775 535 640 HD26 HU26 14 1-9/16 3-1/2 2 1-1/8 (4) 16d (2) 10d x 1-1/2 560 645 700 290 290 HD28 HU28 14 1-9/16 5-1/4 2 1-1/8 (8) 16d (4) 10d x 1-1/2 1120 1290 1400 610 730

(6) 10d 685 785 855(6) 16d 815 940 1020

(10) 10d 1140 1295 1295(10) 16d 1360 1565 1700(6) 10d 685 785 855(6) 16d 820 940 940

SP26 -- -- 18 1-9/16 4-5/8 2 1-3/16 (6) 16d (4) prongs 820 945 1030 -- -- -- -- JUS26 LUS26 (4) 10d (4) 10d JUS26-GC -- -- (4) N10C-GC (4) N10C-GC SP28 -- -- 18 1-9/16 7 2 1-3/16 (8) 16d (6) prongs 1095 1260 1370 -- -- -- --

(10) 10d 1140 1310 1425(10) 16d 1370 1575 1600

JUS28 LUS28 18 1-9/16 6-5/8 1-3/4 1 (6) 10d (4) 10d 1075 1240 1345 1115 1115(6) 10d 695 800 870(6) 16d 830 950 1035(8) 10d 930 1065 1160(8) 16d 1105 1270 1380

HUS26 HUS26 16 1-5/8 5-7/16 3 2 (14) 16d (6) 16d 2635 3035 3295 1925 1925 HUS28 HUS28 16 1-5/8 7-3/16 3 2 (22) 16d (8) 16d 3915 4080 4195 2570 2570 HD28 HU28 14 1-9/16 5-1/4 2 1-1/8 (8) 16d (4) 10d x 1-1/2 1120 1290 1400 610 730 HD210 HU210 14 1-9/16 7-3/16 2 1-1/8 (12) 16d (4) 10d x 1-1/2 1680 1930 2100 610 730

(10) 10d 1140 1295 1295(10) 16d 1360 1565 1700(14) 10d 1595 1835 1875(14) 16d 1905 1965 1965

SP26 -- -- 18 1-9/16 4-5/8 2 1-3/16 (6) 16d (4) prongs 820 945 1030 -- -- -- -- JUS28 LUS28 18 1-9/16 6-5/8 1-3/4 1 (6) 10d (4) 10d 1075 1240 1345 1115 1115 SP28 -- -- 18 1-9/16 7 2 1-3/16 (8) 16d (6) prongs 1095 1260 1370 -- -- -- --

(10) 10d 1140 1310 1425(10) 16d 1370 1575 1600

JUS210 LUS210 (8) 10d (4) 10d JUS210-GC -- -- (8) N10C-GC (4) N10C-GC SP210 -- -- 18 1-9/16 8-3/16 2 1-3/16 (10) 16d (6) prongs 1370 1400 1400 -- -- -- --

(14) 10d 1595 1735 1735 (14) 16d 1735 1735 1735(8) 10d 930 1065 1160(8) 16d 1105 1270 1380

(10) 10d 1160 1335 1450(10) 16d 1380 1585 1725

HUS28 HUS28 16 1-5/8 7-3/16 3 2 (22) 16d (8) 16d 3915 4080 4195 2570 2570 HUS210 HUS210 16 1-5/8 9-3/16 3 2 (30) 16d (10) 16d 4195 4400 4540 3205 3205 HD210 HU210 14 1-9/16 7-3/16 2 1-1/8 (12) 16d (4) 10d x 1-1/2 1680 1930 2100 610 730

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail embedment shall be 1-1/2˝ for 10d and N10C-GC nails; 1-5/8˝ for 16d and N16C-GC nails. 4) 16d sinkers (9 gauge x 3-1/4˝ long) may be used at 0.84 of the table load where 16d commons are specified. 5) For JUS and HUS hangers: Nails must be driven at a 30° to 45˚ angle through the joist or truss into the header to achieve the table loads. New products or updated product information are designated in red.

Uplift1Roof

2 x 10

SUH210 U210 16

1095 1095 JRSX LU210-18 18 1-9/16 8-1/4 1-1/2 15/16

800 800

905 1085

6-5/8 1-3/16

1-3/16

2

281-9/16

SUH28 -- -- 16 1-9/16

885 885

1095 1095

15/16

15/16

1-1/2

1-1/2

6-3/8

JL210 LU210 20 1-9/16 8-1/4

JL28 LU28 20 1-9/16

485 485 JRSS LU26-18 18 1-9/16 4-3/4 1-1/2 15/16

885 885 JRS -- -- 18 1-9/16 6-3/8 15/161-1/2

1-3/16

1-3/16

605 725

800 800(6) 10d x 1-1/2

(4) 10d x 1-1/2

1-9/16 6-5/8

2

2

15/16

15/16

485 485

885 885

2 x 6

JL26 LU26 20

2 x 8

U26 16

SUH28 -- -- 16

485 JRSS LU26-18 18 1-9/16 4-3/4 1-1/2 15/16

485 JL26 LU26 20 1-9/16 4-3/4 1-1/2 15/16

2 x 4

SUH26 U26 16 1-9/16 5-1/8 2 725

485

3-1/4 300

1-3/16 605

485

4-3/4 1-1/2

6-3/8

1-9/16 2

1-9/16

1-9/16 1-1/2

1-9/16 5-1/8

JL28 LU28 20

SUH26

(2) 10d x 1-1/2 245 245

SUH24 U24 16 1-3/16 360

1-9/16 3 1-1/2 15/16

USPStock No.

JL24 LU24 20

SteelGauge

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

DF-L / SP

(2) 10d x 1-1/2

(4) 10d x 1-1/2

(4) 10d x 1-1/2

(4) 10d x 1-1/2

(4) 10d x 1-1/2

(6) 10d x 1-1/2

(4) 10d x 1-1/2

(6) 10d x 1-1/2

(6) 10d x 1-1/2

(8) 10d x 1-1/2

(8) 10d x 1-1/2

(6) 10d x 1-1/2

(6) 10d x 1-1/2

750 81518 1-9/16 3-1/8 1-3/4 510 510

1 850 975 1060 1115 1115

1 655

18 1-3/44-13/161-9/16

18 8501-9/16 4-13/16 1-3/4 1 975 1060 1115 1115

18 1-9/16 7-3/4 1-3/4 1 1305 1500 1630 1115 1115

JRSSS LU24-18 (2) 10d x 1-1/2 245 24518 3 1-1/21-9/16 15/16

JRS -- -- 18 1-9/16 885 8856-3/8 1-1/2 15/16 (6) 10d x 1-1/2

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Floor


(14) 10d 1595 1835 1875

(14) 16d 1905 1965 1965 JUS210 LUS210 (8) 10d (4) 10d

JUS210-GC -- -- (8) N10C-GC (4) N10C-GC

SP28 -- -- 18 1-9/16 7 2 1-3/16 (8) 16d (6) prongs 1095 1260 1370 -- -- -- -- SP210 -- -- 18 1-9/16 8-3/16 2 1-3/16 (10) 16d (6) prongs 1370 1400 1400 -- -- -- --

(14) 10d 1595 1735 1735 (14) 16d 1735 1735 1735

(10) 10d 1160 1335 1450

(10) 16d 1380 1585 1725 HUS210 HUS210 16 1-5/8 9-3/16 3 2 (30) 16d (10) 16d 4195 4400 4540 3205 3205

HD210 HU210 14 1-9/16 7-3/16 2 1-1/8 (12) 16d (4) 10d x 1-1/2 1680 1930 2100 610 730 HD212 HU212 14 1-9/16 9-1/4 2 1-1/8 (16) 16d (6) 10d x 1-1/2 2240 2575 2730 910 1065

(14) 10d 1595 1835 1875

(14) 16d 1905 1965 1965 SP210 -- -- 18 1-9/16 8-3/16 2 1-3/16 (10) 16d (6) prongs 1370 1400 1400 -- -- -- --

(14) 10d 1595 1735 1735(14) 16d 1735 1735 1735

(10) 10d 1160 1335 1450

(10) 16d 1380 1585 1725(12) 10d 1390 1600 1740

(12) 16d 1655 1905 2070 HD212 HU212 14 1-9/16 9-1/4 2 1-1/8 (16) 16d (6) 10d x 1-1/2 2240 2575 2730 910 1065

HD214 HU214 14 1-9/16 11-1/2 2 1-1/8 (20) 16d (6) 10d x 1-1/2 2560 2660 2730 910 1065

(12) 10d 1390 1600 1740(12) 16d 1655 1905 2070

HD212 HU212 14 1-9/16 9-1/4 2 1-1/8 (16) 16d (6) 10d x 1-1/2 2240 2575 2730 910 1065 HD214 HU214 14 1-9/16 11-1/2 2 1-1/8 (20) 16d (6) 10d x 1-1/2 2560 2660 2730 910 1065

HD216 HU216 14 1-9/16 13-1/2 2 1-1/8 (24) 16d (8) 10d x 1-1/2 2785 2925 3015 1065 1065

JUS24-2 LUS24-2 18 3-1/8 3-7/16 2 1 (4) 16d (2) 16d 785 900 965 325 325

(6) 10d 695 800 870(6) 16d 830 950 1035

HD24-2 HU24-2 14 3-1/8 3-1/2 2-1/2 1-1/8 (4) 16d (2) 10d 560 645 700 315 320

HUS24-2 -- -- 14 3-1/8 3-7/16 2 1 (4) 16d (2) 16d 795 915 995 495 495 JUS26-2 LUS26-2 (4) 16d (4) 16d

JUS26-2GC -- -- (4) N16C-GC (4) N16C-GC(8) 10d 930 1065 1160

(8) 16d 1105 1270 1380

HD24-2 HU24-2 14 3-1/8 3-1/2 2-1/2 1-1/8 (4) 16d (2) 10d 560 645 700 315 320 HUS24-2 -- -- 14 3-1/8 3-7/16 2 1 (4) 16d (2) 16d 795 915 995 495 495

HUS26-2 HUS26-2 14 3-1/8 5-1/4 2 1 (4) 16d (4) 16d 1030 1185 1290 1115 1115 HD26-2 HU26-2 14 3-1/8 5-1/8 2-1/2 1-1/8 (12) 16d (6) 10d 1680 1930 2095 945 1135

JUS26-2 LUS26-2 (4) 16d (4) 16d

JUS26-2GC -- -- (4) N16C-GC (4) N16C-GC JUS28-2 LUS28-2 18 3-1/8 7-1/8 2 1 (6) 16d (4) 16d 1290 1485 1615 1355 1355

(8) 10d 930 1065 1160(8) 16d 1105 1270 1380

(10) 10d 1160 1335 1450

(10) 16d 1380 1585 1725 HUS26-2 HUS26-2 14 3-1/8 5-1/4 2 1 (4) 16d (4) 16d 1030 1185 1290 1115 1115

HUS28-2 HUS28-2 14 3-1/8 7-1/8 2 1 (6) 16d (6) 16d 1545 1775 1930 1810 1810 HD26-2 HU26-2 14 3-1/8 5-1/8 2-1/2 1-1/8 (12) 16d (6) 10d 1680 1930 2095 945 1135

HD28-2 HU28-2 14 3-1/8 7-1/8 2-1/2 1-1/8 (14) 16d (6) 10d 1960 2255 2450 945 1135 JUS28-2 LUS28-2 18 3-1/8 7-1/8 2 1 (6) 16d (4) 16d 1290 1485 1615 1355 1355

JUS210-2 LUS210-2 (8) 16d (6) 16d

JUS210-2GC -- -- (8) N16C-GC (6) N16C-GC(10) 10d 1160 1335 1450

(10) 16d 1380 1585 1725(14) 10d 1625 1870 2030

(14) 16d 1930 2220 2415 HUS28-2 HUS28-2 14 3-1/8 7-1/8 2 1 (6) 16d (6) 16d 1545 1775 1930 1810 1810

HD28-2 HU28-2 14 3-1/8 7-1/8 2-1/2 1-1/8 (14) 16d (6) 10d 1960 2255 2450 945 1135

HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 (8) 16d (8) 16d 2060 2370 2575 2210 2210 HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 (18) 16d (10) 10d 2520 2900 3150 1575 1890

Roof Uplift1

930 11153-1/8 2 1-1/8

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

DF-L / SP

(2) 2 x 10 SUH210-2 U210-2 16

SUH28-2 -- -- 16

8-9/16

(2) 2 x 82 1-1/86-1/4 SUH28-2 -- -- 16 3-1/8

18

3-1/8

620 740

620 740

6-1/4 2 1-1/8 (4) 10d

(2) 2 x 6

620 740

SUH26-2 U26-2 16 3-1/8 5-1/16 2 1-1/8

310 370 (2) 2 x 4

SUH26-2 U26-2 16 3-1/8 2 1-1/85-1/16

1205 1330

2 x 16

SUH24-2 U24-2 16 23-1/8 3-1/8 1-1/8

905 1085

1205 13301

1-3/16

(2) 10d

(6) 10d x 1-1/2

(8) 10d x 1-1/2

(8) 10d x 1-1/2

2 x 14

SUH214 U214 16

SUH214 U214 16

JL210 LU210 20

1-9/16 10 2 1

1095

1-9/16

SUH210 U210 16 1-9/16 8 2

10 2

8-1/4 1-1/2 15/16 1095(8) 10d x 1-1/2 JRSX LU210-18 18 1-9/16

15/16 1095(8) 10d x 1-1/2 1095

1-9/16

1-9/16

1095

905 10858 2 1-3/16

8-1/4 1-1/2

1095 1095

JRSX LU210-18 18 1-9/16 8-1/4 1-1/2 15/16 1095

1-9/16 8-1/4 1-1/2 15/16 JL210 LU210 20

2 x 12

USPStock No.

SteelGauge

SUH210 U210 16

(8) 10d x 1-1/2

(8) 10d x 1-1/2

(6) 10d x 1-1/2

(4) 10d

(4) 10d

(4) 10d

(6) 10d

18 1-9/16 7-3/4 1-3/4 1 1305 1500 1630 1115 1115

18 2 13-1/8 5-1/4 1020 1170 1220 1355 1355

3-1/8 5-1/4 2 1 1020 1170 1220 1355 1355

18 3-1/8 9-1/8 2 1 1800 2070 2250 19801980

620 740


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JUS210-2 LUS210-2 (8) 16d (6) 16d JUS210-2GC -- -- (8) N16C-GC (6) N16C-GC JUS212-2 -- -- 18 3-1/8 11-1/8 2 1 (10) 16d (6) 16d 2075 2385 2595 1980 1980

(14) 10d 1625 1870 2030(14) 16d 1930 2220 2415

HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 (8) 16d (8) 16d 2060 2370 2575 2210 2210 HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 (18) 16d (10) 10d 2520 2900 3150 1575 1890 HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 (10) 16d (10) 16d 2575 2960 3220 3060 3060 HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 (22) 16d (10) 10d 3080 3540 3850 1575 1890 JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 (8) 16d (6) 16d 1800 2070 2250 1980 1980 JUS212-2 -- -- 18 3-1/8 11-1/8 2 1 (10) 16d (6) 16d 2075 2385 2595 1980 1980 JUS214-2 LUS214-2 18 3-1/8 13-1/8 2 1 (12) 16d (6) 16d 2350 2700 2935 1980 1980

(14) 10d 1625 1870 2030(14) 16d 1930 2220 2415(16) 10d 1855 2135 2320(16) 16d 2210 2540 2760

HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 (18) 16d (10) 10d 2520 2900 3150 1575 1890 HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 (10) 16d (10) 16d 2575 2960 3220 3060 3060 HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 (22) 16d (10) 10d 3080 3540 3850 1575 1890 HUS214-2 -- -- 14 3-1/8 13-1/8 2 1 (12) 16d (12) 16d 3090 3555 3865 3060 3060 HD214-2 HU214-2 14 3-1/8 13 2-1/2 1-1/8 (24) 16d (10) 10d 3360 3865 4200 1575 1890 JUS214-2 LUS214-2 18 3-1/8 13-1/8 2 1 (12) 16d (6) 16d 2350 2700 2935 1980 1980

(16) 10d 1855 2135 2320(16) 16d 2210 2540 2760

HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8 (22) 16d (10) 10d 3080 3540 3850 1575 1890 HUS214-2 -- -- 14 3-1/8 13-1/8 2 1 (12) 16d (12) 16d 3090 3555 3865 3060 3060 HD214-2 HU214-2 14 3-1/8 13 2-1/2 1-1/8 (24) 16d (10) 10d 3360 3865 4200 1575 1890 HD216-2 HU216-2 14 3-1/8 15 2-1/2 1-1/8 (26) 16d (12) 10d 3640 4185 4550 1890 2265

(6) 10d 695 800 850(6) 16d 830 850 850

HD34 HU34 14 2-9/16 3 2 1-1/8 (4) 16d (2) 10d x 1-1/2 560 645 700 290 290 JUS36 LUS36 18 2-9/16 5-5/16 2 1 (4) 16d (4) 16d 1020 1170 1220 1355 1355

(6) 10d 695 800 850(6) 16d 830 850 850(8) 10d 930 1065 1160(8) 16d 1105 1270 1380

HD36 HU36 14 2-9/16 4-3/4 2 1-1/8 (8) 16d (4) 10d x 1-1/2 1120 1290 1400 610 730 JUS38 -- -- 18 2-9/16 6-3/4 2 1 (6) 16d (4) 16d 1290 1485 1615 1355 1355

(8) 10d 930 1065 1160(8) 16d 1105 1270 1380

HD36 HU36 14 2-9/16 4-3/4 2 1-1/8 (8) 16d (4) 10d x 1-1/2 1120 1290 1400 610 730 HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 (12) 16d (4) 10d x 1-1/2 1680 1930 2100 610 730 JUS310 LUS310 18 2-9/16 9-1/8 2 1 (8) 16d (6) 16d 1800 2070 2250 1980 1980

(14) 10d 1625 1870 2030(14) 16d 1930 2220 2415

HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 (12) 16d (4) 10d x 1-1/2 1680 1930 2100 610 730 HD310 HU310 14 2-9/16 7-7/16 2-1/2 1-1/8 (14) 16d (6) 10d x 1-1/2 1960 2255 2450 910 1065

(14) 10d 1625 1870 2030(14) 16d 1930 2220 2415

HD38 HU38 14 2-9/16 6-3/4 2 1-1/8 (12) 16d (4) 10d x 1-1/2 1680 1930 2100 610 730 HD310 HU310 14 2-9/16 7-7/16 2-1/2 1-1/8 (14) 16d (6) 10d x 1-1/2 1960 2255 2450 910 1065 HD312 HU312 14 2-9/16 9-5/16 2-1/2 1-1/8 (16) 16d (10) 10d x 1-1/2 2240 2575 2800 1065 1065

(16) 10d 1855 2135 2320(16) 16d 2210 2505 2505

HD310 HU310 14 2-9/16 7-7/16 2-1/2 1-1/8 (14) 16d (6) 10d x 1-1/2 1960 2255 2450 910 1065 HD312 HU312 14 2-9/16 9-5/16 2-1/2 1-1/8 (16) 16d (10) 10d x 1-1/2 2240 2575 2800 1065 1065 HD314 HU314 14 2-9/16 11-5/16 2-1/2 1-1/8 (20) 16d (10) 10d x 1-1/2 2800 3220 3500 1065 1065

(16) 10d 1855 2135 2320(16) 16d 2210 2505 2505

HD312 HU312 14 2-9/16 9-5/16 2-1/2 1-1/8 (16) 16d (10) 10d x 1-1/2 2240 2575 2800 1065 1065 HD314 HU314 14 2-9/16 11-5/16 2-1/2 1-1/8 (20) 16d (10) 10d x 1-1/2 2800 3220 3500 1065 1065 HD316 HU316 14 2-9/16 13-5/16 2-1/2 1-1/8 (24) 16d (10) 10d x 1-1/2 3360 3865 4200 1065 1065

(2) 3 x 8 HD38-2 -- -- 14 5-1/8 6-1/8 2-1/2 1-1/8 (14) 16d (6) 10d 1960 2255 2450 945 1135

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail embedment shall be 1-1/2˝ for 10d and N10C-GC nails; 1-5/8˝ for 16d and N16C-GC nails. 4) 16d sinkers (9 gauge x 3-1/4˝ long) may be used at 0.84 of the table load where 16d commons are specified. 5) For JUS and HUS hangers: Nails must be driven at a 30° to 45˚ angle through the joist or truss into the header to achieve the table loads. New products or updated product information are designated in red.

1980 1980

Uplift1

2070

Roof

1800 2250

(6) 10d

(6) 10d x 1-1/2

(6) 10d x 1-1/2

(6) 10d x 1-1/2

605 7255-5/16 2 1-1/8 (4) 10d x 1-1/2

2 1-1/8 605 725(4) 10d x 1-1/2 U36 16 2-9/16 5-5/16

16

USPStock No.

SteelGauge

930 1115

DF-L / SP

SUH210-2 U210-2 16 3-1/8 8-9/16 2 1-1/8

930 111510-1/4 2 1-1/8 (6) 10d

3-1/8 10-1/4

(2) 2 x 16

SUH214-2 -- -- (2) 2 x 14

SUH214-2 -- -- 16

3-1/8

2 1-1/8 930 1115(6) 10d

300 360 SUH34 U34 16 2 1-1/83-3/82-9/16 (2) 10d x 1-1/2

U36 16 2-9/16

3 x 4

SUH34 U34 16 300 3602-9/16 3-3/8 2 1-1/8 (2) 10d x 1-1/2

SUH36

SUH36

SUH310

3 x 6

3 x 8

3 x 101-1/8 905(6) 10d x 1-1/2 U310 16 2-9/16 8-7/8 1085

SUH310 U310 16 2-9/16 8-7/8 2 1-1/8 905

2

10-9/16 2 1 905

3 x 12

SUH314 U314 16

3 x 16

1085

3 x 14

SUH314 U314 16 2-9/16 10-9/16 2 1


1085905

1085

2-9/16

(6) 10d3-1/8 8-9/16 2 1-1/8 (2) 2 x 12

SUH210-2 U210-2 16

118 3-1/8 9-1/8 2

930 1115


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(14) 10d 1625 1870 2030

(14) 16d 1930 2220 2415

HD38-2 -- -- 14 5-1/8 6-1/8 2-1/2 1-1/8 (14) 16d (6) 10d 1960 2255 2450 945 1135

HD310-2 -- -- 14 5-1/8 8 2-1/2 1-1/8 (18) 16d (10) 10d 2520 2900 3150 1575 1890

(14) 10d 1625 1870 2030

(14) 16d 1930 2220 2415

HD310-2 -- -- 14 5-1/8 8 2-1/2 1-1/8 (18) 16d (10) 10d 2520 2900 3150 1575 1890

HD312-2 -- -- 14 5-1/8 10 2-1/2 1-1/8 (22) 16d (10) 10d 3080 3540 3850 1575 1890

(2) 3 x 14 HD310-2 -- -- 14 5-1/8 8 2-1/2 1-1/8 (18) 16d (10) 10d 2520 2900 3150 1575 1890

(2) 3 x 16 HD312-2 -- -- 14 5-1/8 10 2-1/2 1-1/8 (22) 16d (10) 10d 3080 3540 3850 1575 1890 JUS24-3 -- -- 18 4-5/8 2-3/4 2 1 (4) 16d (2) 16d 785 900 965 325 325

HUS24-3 -- -- 14 4-5/8 3-11/16 2 1 (4) 16d (2) 16d 795 915 995 495 495

JUS26-3 LUS26-3 18 4-5/8 4-1/2 2 1 (4) 16d (4) 16d 1020 1170 1220 1355 1355(8) 10d 930 1065 1160

(8) 16d 1105 1270 1380 HUS24-3 -- -- 14 4-5/8 3-11/16 2 1 (4) 16d (2) 16d 795 915 995 495 495

HUS26-3 -- -- 14 4-5/8 4-1/2 2 1 (4) 16d (4) 16d 1030 1185 1290 1115 1115

HD26-3 HU26-3 14 4-5/8 4-3/8 2-1/2 1-1/8 (12) 16d (6) 10d 1680 1930 2095 945 1135

JUS26-3 LUS26-3 18 4-5/8 4-1/2 2 1 (4) 16d (4) 16d 1020 1170 1220 1355 1355 JUS28-3 LUS28-3 18 4-5/8 6-3/8 2 1 (6) 16d (4) 16d 1290 1485 1615 1355 1355

(8) 10d 930 1065 1160(8) 16d 1105 1270 1380

(10) 10d 1160 1335 1450

(10) 16d 1380 1585 1725 HUS26-3 -- -- 14 4-5/8 4-1/2 2 1 (4) 16d (4) 16d 1030 1185 1290 1115 1115

HUS28-3 -- -- 14 4-5/8 6-3/8 2 1 (6) 16d (6) 16d 1545 1775 1930 1810 1810 HD26-3 HU26-3 14 4-5/8 4-3/8 2-1/2 1-1/8 (12) 16d (6) 10d 1680 1930 2095 945 1135

HD28-3 -- -- 14 4-5/8 6-3/8 2-1/2 1-1/8 (12) 16d (6) 10d 1680 1930 2100 945 1135

JUS28-3 LUS28-3 18 4-5/8 6-3/8 2 1 (6) 16d (4) 16d 1290 1485 1615 1355 1355 JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 (8) 16d (6) 16d 1800 2070 2250 1980 1980

(10) 10d 1160 1335 1450(10) 16d 1380 1585 1725

(14) 10d 1625 1870 2030

(14) 16d 1930 2220 2415 HUS28-3 -- -- 14 4-5/8 6-3/8 2 1 (6) 16d (6) 16d 1545 1775 1930 1810 1810

HD28-3 -- -- 14 4-5/8 6-3/8 2-1/2 1-1/8 (12) 16d (6) 10d 1680 1930 2100 945 1135 HUS210-3 -- -- 14 4-5/8 8-3/8 2 1 (8) 16d (8) 16d 2060 2370 2575 2210 2210

HD210-3 HU210-3 14 4-5/8 8-1/4 2-1/2 1-1/8 (18) 16d (12) 10d 2520 2900 3150 1890 2265

JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 (8) 16d (6) 16d 1800 2070 2250 1980 1980 JUS212-3 -- -- 18 4-5/8 10-3/8 2 1 (10) 16d (6) 16d 2075 2385 2595 1980 1980

(14) 10d 1625 1870 2030

(14) 16d 1930 2220 2415 HUS210-3 -- -- 14 4-5/8 8-3/8 2 1 (8) 16d (8) 16d 2060 2370 2575 2210 2210

HUS212-3 -- -- 14 4-5/8 10-3/8 2 1 (10) 16d (10) 16d 2575 2960 3220 3060 3060 HD212-3 HU212-3 14 4-5/8 10-1/4 2-1/2 1-1/8 (22) 16d (10) 10d 3080 3540 3850 1575 1890

JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 (8) 16d (6) 16d 1800 2070 2250 1980 1980

JUS212-3 -- -- 18 4-5/8 10-3/8 2 1 (10) 16d (6) 16d 2075 2385 2595 1980 1980 JUS214-3 -- -- 18 4-5/8 12-3/8 2 1 (12) 16d (6) 16d 2350 2700 2935 1980 1980

(14) 10d 1625 1870 2030(14) 16d 1930 2220 2415

HD210-3 HU210-3 14 4-5/8 8-1/4 2-1/2 1-1/8 (18) 16d (12) 10d 2520 2900 3150 1890 2265

HUS212-3 -- -- 14 4-5/8 10-3/8 2 1 (10) 16d (10) 16d 2575 2960 3220 3060 3060 HD212-3 HU212-3 14 4-5/8 10-1/4 2-1/2 1-1/8 (22) 16d (10) 10d 3080 3540 3850 1575 1890

HUS214-3 -- -- 14 4-5/8 12-3/8 2 1 (12) 16d (12) 16d 3090 3555 3865 3060 3060 HD214-3 HU214-3 14 4-5/8 12-1/4 2-1/2 1-1/8 (24) 16d (10) 10d 3360 3865 4200 1575 1890

JUS214-3 -- -- 18 4-5/8 12-3/8 2 1 (12) 16d (6) 16d 2350 2700 2935 1980 1980

HD212-3 HU212-3 14 4-5/8 10-1/4 2-1/2 1-1/8 (22) 16d (10) 10d 3080 3540 3850 1575 1890 HUS214-3 -- -- 14 4-5/8 12-3/8 2 1 (12) 16d (12) 16d 3090 3555 3865 3060 3060

HD214-3 HU214-3 14 4-5/8 12-1/4 2-1/2 1-1/8 (24) 16d (10) 10d 3360 3865 4200 1575 1890 HD216-3 HU216-3 14 4-5/8 14-1/4 2-1/2 1-1/8 (26) 16d (12) 10d 3640 4185 4550 1890 2265

(4) 2 x 10 HD210-4 -- -- 14 6-1/8 9 3-1/4 2 (24) 16d (6) 10d 3360 3865 4200 1120 1345

(4) 2 x 12 HD210-4 -- -- 14 6-1/8 9 3-1/4 2 (24) 16d (6) 10d 3360 3865 4200 1120 1345 (4) 2 x 14 HD210-4 -- -- 14 6-1/8 9 3-1/4 2 (24) 16d (6) 10d 3360 3865 4200 1120 1345

1 (6) 10d 930 1115

(6) 10d 930 1115

(2) 3 x 12

SUH310-2 -- -- 16 5-1/8 9 2

(2) 3 x 10

SUH310-2 -- -- 16 5-1/8 9 2 1

DF-L / SP

USPStock No.

SteelGauge

Roof Uplift1

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

9308-3/8 2 1 1115 (3) 2 x 14

(3) 2 x 16

930 1115 (3) 2 x 12

SUH210-3 U210-3 16 4-5/8

4-5/8 8-3/8 2 1 SUH210-3 U210-3 16

8-3/8 2 1 (3) 2 x 10 SUH210-3 U210-3 16 4-5/8

116 885 885

930 1115

(3) 2 x 8

SUH28-3 -- --

2

4-5/8 7-1/8 3

SUH28-3 -- --

1

16 4-5/8 7-1/8 3 1

(3) 2 x 6

310 370

885 885

SUH26-3 U26-3 16 4-5/8 5-1/4

(3) 2 x 4

310 370 SUH26-3 U26-3 16 4-5/8 5-1/4 2 1 (2) 10d

(2) 10d

(6) 10d

(6) 10d

(6) 10d

(6) 10d

(6) 10d


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JUS44 LUS44 18 3-5/8 3-1/4 2 1 (4) 16d (2) 16d 785 900 965 325 325

(6) 10d 695 800 870

(6) 16d 830 950 1035

HD44 HU44 14 3-9/16 3-5/16 2-1/2 1-1/8 (4) 16d (2) 10d 560 645 700 315 320

HUS44 -- -- 14 3-5/8 3-3/16 2 1 (4) 16d (2) 16d 795 915 995 495 495

JUS46 LUS46 18 3-5/8 5 2 1 (4) 16d (4) 16d 1020 1170 1220 1355 1355

(6) 10d 695 800 870

(6) 16d 830 950 1035

(8) 10d 930 1065 1160

(8) 16d 1105 1270 1380

HUS44 -- -- 14 3-5/8 3-3/16 2 1 (4) 16d (2) 16d 795 915 995 495 495

HUS46 HUS46 14 3-5/8 5 2 1 (4) 16d (4) 16d 1030 1185 1290 1115 1115

HD46 HU46 14 3-9/16 4-15/16 2-1/2 1-1/8 (12) 16d (6) 10d 1680 1930 2095 945 1135

JUS46 LUS46 18 3-5/8 5 2 1 (4) 16d (4) 16d 1020 1170 1220 1355 1355

JUS48 LUS48 18 3-5/8 6-7/8 2 1 (6) 16d (4) 16d 1290 1485 1615 1355 1355

(8) 10d 930 1065 1160

(8) 16d 1105 1270 1380

(10) 10d 1160 1335 1450

(10) 16d 1380 1585 1725

HUS46 HUS46 14 3-5/8 5 2 1 (4) 16d (4) 16d 1030 1185 1290 1115 1115

HUS48 HUS48 14 3-5/8 7 2 1 (6) 16d (6) 16d 1545 1775 1930 1810 1810

HD46 HU46 14 3-9/16 4-15/16 2-1/2 1-1/8 (12) 16d (6) 10d 1680 1930 2095 945 1135

HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 (14) 16d (6) 10d 1960 2255 2450 945 1135

JUS48 LUS48 18 3-5/8 6-7/8 2 1 (6) 16d (4) 16d 1290 1485 1615 1355 1355

JUS410 LUS410 18 3-5/8 8-7/8 2 1 (8) 16d (6) 16d 1800 2070 2250 1980 1980

(10) 10d 1160 1335 1450

(10) 16d 1380 1585 1725

(14) 10d 1625 1870 2030

(14) 16d 1930 2220 2415

HUS48 HUS48 14 3-5/8 7 2 1 (6) 16d (6) 16d 1545 1775 1930 1810 1810

HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 (14) 16d (6) 10d 1960 2255 2450 945 1135

HUS410 HUS410 14 3-5/8 8-7/8 2 1 (8) 16d (8) 16d 2060 2370 2575 2210 2210

HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 (18) 16d (10) 10d 2520 2900 3150 1575 1890

JUS410 LUS410 18 3-5/8 8-7/8 2 1 (8) 16d (6) 16d 1800 2070 2250 1980 1980

JUS412 -- -- 18 3-5/8 10-7/8 2 1 (10) 16d (6) 16d 2075 2385 2595 1980 1980

(14) 10d 1625 1870 2030

(14) 16d 1930 2220 2415

HD48 HU48 14 3-9/16 6-7/8 2-1/2 1-1/8 (14) 16d (6) 10d 1960 2255 2450 945 1135

HUS410 HUS410 14 3-5/8 8-7/8 2 1 (8) 16d (8) 16d 2060 2370 2575 2210 2210

HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 (18) 16d (10) 10d 2520 2900 3150 1575 1890

HUS412 HUS412 14 3-5/8 10-7/8 2 1 (10) 16d (10) 16d 2575 2960 3220 3060 3060

HD412 HU412 14 3-9/16 10-13/16 2-1/2 1-1/8 (22) 16d (10) 10d 3080 3540 3850 1575 1890

JUS412 -- -- 18 3-5/8 10-7/8 2 1 (10) 16d (6) 16d 2075 2385 2595 1980 1980

JUS414 LUS414 18 3-5/8 12-7/8 2 1 (12) 16d (6) 16d 2350 2700 2935 1980 1980

(16) 10d 1855 2135 2320

(16) 16d 2210 2540 2760

HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 (18) 16d (10) 10d 2520 2900 3150 1575 1890

HUS412 HUS412 14 3-5/8 10-7/8 2 1 (10) 16d (10) 16d 2575 2960 3220 3060 3060

HUS414 -- -- 14 3-5/8 12-7/8 2 1 (12) 16d (12) 16d 3090 3555 3865 3060 3060

HD414 HU414 14 3-9/16 12-13/16 2-1/2 1-1/8 (24) 16d (10) 10d 3360 3865 4200 1575 1890

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 4) 16d sinkers (9 gauge x 3-1/4˝ long) may be used at 0.84 of the table load where 16d commons are specified. 5) For JUS and HUS hangers: Nails must be driven at a 30° to 45˚ angle through the joist or truss into the header to achieve the table loads.

620 740

310 370

SUH46 U46 16 3-9/16 4-13/16 2 1-1/8 (4) 10d

310 370

4 x 6

SUH44 U44 16 3-9/16 2-7/8 2 1-1/8

3-9/16 2-7/8 2 1-1/8 4 x 4

SUH44 U44 16

DF-L / SP

USPStock No.

SteelGauge

Roof Uplift1

1115

4 x 14

1115

4 x 12

SUH414 U414 16 3-9/16 10-1/16 2 1-1/8 930

8-3/8 2 1-1/8 930(6) 10d SUH410 U410 16 3-9/16

620 740

16 3-9/16 2 1-1/8 930 11158-3/8

(4) 10d

620 740 4 x 8

SUH48 -- -- 16 3-9/16 6-1/16 2 1-1/8

3-9/16 620 740

SUH48 -- -- 16 3-9/16 6-1/16 2 1-1/8

4-13/16 2 1-1/8


SUH410 U410 4 x 10

SUH46 U46 16 (4) 10d

(4) 10d

(6) 10d

(2) 10d

(2) 10d

(6) 10d


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JUS414 LUS414 18 3-5/8 12-7/8 2 1 (12) 16d (6) 16d 2350 2700 2935 1980 1980

(16) 10d 1855 2135 2320

(16) 16d 2210 2540 2760

HD412 HU412 14 3-9/16 10-13/16 2-1/2 1-1/8 (22) 16d (10) 10d 3080 3540 3850 1575 1890

HUS414 -- -- 14 3-5/8 12-7/8 2 1 (12) 16d (12) 16d 3090 3555 3865 3060 3060

HD414 HU414 14 3-9/16 12-13/16 2-1/2 1-1/8 (24) 16d (10) 10d 3360 3865 4200 1575 1890

HD416 HU416 14 3-9/16 14-13/16 2-1/2 1-1/8 (26) 16d (12) 10d 3640 4185 4550 1890 2265

HD414 HU414 14 3-9/16 12-13/16 2-1/2 1-1/8 (24) 16d (10) 10d 3360 3865 4200 1575 1890

HD416 HU416 14 3-9/16 14-13/16 2-1/2 1-1/8 (26) 16d (12) 10d 3640 4185 4550 1890 2265

HD418 -- -- 14 3-9/16 16-1/2 2-1/2 1-1/4 (28) 16d (8) 10d 3920 4510 4570 1260 1425

(8) 10d 930 1065 1160

(8) 16d 1105 1270 1380

HD66 HU66 14 5-1/2 3-15/16 2-1/2 1-1/8 (12) 16d (6) 10d 1680 1930 2095 945 1135

(8) 10d 930 1065 1160

(8) 16d 1105 1270 1380

HD66 HU66 14 5-1/2 3-15/16 2-1/2 1-1/8 (12) 16d (6) 10d 1680 1930 2095 945 1135

HD68 HU68 14 5-1/2 5-15/16 2-1/2 1-1/8 (14) 16d (6) 10d 1960 2255 2450 945 1135

(14) 10d (6) 10d 1625 1870 2030

(14) 16d (6) 10d 1930 2220 2415

HD68 HU68 14 5-1/2 5-15/16 2-1/2 1-1/8 (14) 16d (6) 10d 1960 2255 2450 945 1135

HD610 HU610 14 5-1/2 7-13/16 2-1/2 1-1/8 (18) 16d (10) 10d 2520 2900 3150 1575 1890

(14) 10d 1625 1870 2030

(14) 16d 1930 2220 2415

HD610 HU610 14 5-1/2 7-13/16 2-1/2 1-1/8 (18) 16d (10) 10d 2520 2900 3150 1575 1890

HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8 (22) 16d (10) 10d 3080 3540 3850 1575 1890

HD610 HU610 14 5-1/2 7-13/16 2-1/2 1-1/8 (18) 16d (10) 10d 2520 2900 3150 1575 1890

HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8 (22) 16d (10) 10d 3080 3540 3850 1575 1890

HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8 (24) 16d (10) 10d 3360 3865 4200 1575 1890

HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8 (22) 16d (10) 10d 3080 3540 3850 1575 1890

HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8 (24) 16d (10) 10d 3360 3865 4200 1575 1890

HD616 HU616 14 5-1/2 13-13/16 2-1/2 1-1/8 (26) 16d (12) 10d 3640 4185 4550 1890 2265

HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8 (24) 16d (10) 10d 3360 3865 4200 1575 1890

HD616 HU616 14 5-1/2 13-13/16 2-1/2 1-1/8 (26) 16d (12) 10d 3640 4185 4550 1890 2265

8 x 6 HD86 -- -- 14 7-1/2 5-1/8 2-1/2 1-1/2 (10) 16d (4) 16d 1410 1620 1740 750 900

8 x 8 HD88 HU88 14 7-1/2 6-5/8 2-1/2 1-1/2 (14) 16d (6) 16d 1975 2270 2470 1130 1355

8 x 10 HD810 HU810 14 7-1/2 8-3/8 2-1/2 1-1/2 (18) 16d (8) 16d 2540 2920 3175 1505 1805

8 x 12 HD812 HU812 14 7-1/2 10-1/8 2-1/2 1-1/2 (22) 16d (8) 16d 3100 3565 3880 1505 1805

8 x 14 HD814 HU814 14 7-1/2 11-7/8 2-1/2 1-1/2 (24) 16d (12) 16d 3385 3890 4230 2255 2705

8 x 16 HD816 HU816 14 7-1/2 13-5/8 2-1/2 1-1/2 (26) 16d (12) 16d 3665 4215 4585 2255 2705

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 4) 16d sinkers (9 gauge x 3-1/4˝ long) may be used at 0.84 of the table load where 16d commons are specified.

1115

930 1115

SUH610 U610 16 930

620 740

6 x 10

SUH610 U610 16 5-1/2 9 2 1

620 740

6 x 8

SUH66 U66 16 5-1/2 5 2 1

6 x 6 SUH66 U66 16 5-1/2 5 2 1

1115

Roof Uplift1

Fastener Schedule2,3,4Allowable Loads (Lbs.)

DF-L / SP

6 x 18

6 x 14

6 x 16

Dimensions

USPStock No.

SteelGauge

5-1/2 9 2 1

6 x 12

4 x 16

SUH414 U414 16 3-9/16 10-1/16 2 1-1/8 930

4 x 18

(6) 10d

(4) 10d

(4) 10d

(6) 10d

A

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(4) 10d 465 535 580

(4) 16d 550 635 690

(6) 10d 695 800 870

(6) 16d 830 950 1035

(8) 10d 930 1065 1160

(8) 16d 1105 1270 1380

(10) 10d 1160 1335 1450

(10) 16d 1380 1585 1725

(12) 10d 1390 1600 1740

(12) 16d 1655 1905 2070

(6) 10d 695 800 870

(6) 16d 830 950 1035

(8) 10d 930 1065 1160

(8) 16d 1105 1270 1380

(14) 10d 1625 1870 2030

(14) 16d 1930 2220 2415

(8) 10d 930 1065 1160

(8) 16d 1105 1270 1380

(14) 10d 1625 1870 2030

(14) 16d 1930 2220 2415

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 3080 3540 3850 1575 1890

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 3360 3865 4200 1575 1890

5-1/8 x 10-1/2 - 19-1/2 HD5112 HU5.125/12 14 5-1/4 9-15/16 2-1/2 1-1/8 (22) 16d (10) 16d 3080 3540 3850 1865 2240

5-1/8 x 14-1/2 - 21 HD51135 HU5.125/13.5 14 5-1/4 12-15/16 2-1/2 1-1/8 (26) 16d (12) 16d 3640 4185 4550 2240 2355

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 4) 16d sinkers (9 gauge x 3-1/4˝ long) may be used at 0.84 of the table load where 16d commons are specified.

Glulam Sizes

5 2 1

16 6

16 6

1 SUH610R

Rough Lumber Sizes

SUH66R U66R

8-3/16 SUH410R U410R 16

2-11/16

U610R 9 2

4 2

2 1-1/8

4-11/16 2 1-1/8

1-1/8

SUH46R U46R 16 4

SUH44R U44R 16 4

7-13/16 2 1-3/16

SUH214R -- -- 16 2 9-13/16 2 1

SUH210R U210R 16 2

4-15/16 2 1-3/16

SUH28R -- -- 16 2 6-7/16 2 1-3/16

1325

1105 1325

735 885

1085

370 440

735 885

725

800 800

905 1085

4 x 10

6 x 10

6 x 8

605

905

1105

SUH26R U26R 16 2

2 x 10 - 12 - 14

2 x 14 - 16

4 x 6

4 x 8

2 x 4

2 x 6 - 8

2 x 8 - 10

3601-3/16 3002 3-1/16 2 SUH24R U24R 16

(6) 10d x 1-1/2

(6) 10d x 1-1/2

(2) 10d x 1-1/2

(4) 10d x 1-1/2

(6) 16d

(4) 16d

(6) 10d x 1-1/2

(2) 16d

(4) 16d

(6) 16d


DF-L / SP

USPStock No.

SteelGauge

Roof Uplift1

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Typical JTinstallation

These 14 gauge hangers are designed to support joists andbeams in exposed applications where a more decorativeappearance is desired. All models are coated with USP primerfor subsequent finish painting by the installer.



Floor


2 x 6 - 8 JSS -- -- 14 1-9/16 5 1-5/8 1-1/4 (10) 16d (4) 8d x 1-1/2 1420 1635 1775 535 640

2 x 8 - 10 - 12 JS -- -- 14 1-9/16 7 1-5/8 1-1/4 (10) 16d (4) 8d x 1-1/2 1420 1635 1775 535 640 (2) 2 x 6 - 8 JDD -- -- 14 3-1/16 5-3/8 1-5/8 1-1/4 (14) 16d (4) 10d 1990 2285 2485 640 770

(2) 2 x 8 - 10 - 12 JD -- -- 14 3-1/16 7-1/4 1-5/8 1-1/4 (20) 16d (4) 10d 2840 3265 3550 640 770

(3) 2 x 8 - 10 - 12 JT -- -- 14 4-9/16 7 1-3/4 1-1/4 (20) 16d (4) 10d 2840 3265 3550 640 770 3 x 8 - 10 - 12 J3 -- -- 14 2-9/16 6-1/2 1-3/4 1-1/4 (18) 16d (4) 10d x 1-1/2 2555 2940 3195 620 740

4 x 8 - 10 - 12 J4 -- -- 14 3-9/16 7 1-3/4 1-1/4 (20) 16d (4) 10d 2840 3265 3550 640 770 6 x 8 - 10 - 12 J6 -- -- 14 5-9/16 7 1-5/8 1-1/4 (20) 16d (4) 16d 2840 3265 3550 755 910

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 3) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 4) Minimum nail embedment shall be 1-5/8˝ for 16d nails.


Roof Uplift1USP

Stock No.Steel

Gauge

Fastener Schedule2,3,4Dimensions

DF-L / SP

Heavy-Duty Ornamental Hangers – J series

JT

A

H

DW


H

DW

1 1/4˝

TF

HDO28-2

HHDO28-2

H

DW

2˝

TF

Typical HDO/HHDOskewed option installation

Typical HHDO312512glulam installation

Typical HDO410IFinverted flange installation

HHDO similar

USP2000-071

Beam & Purlin Hangers – KB, KHB, KHHB, & KLB seriesHH

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HDO – Primarily used to hang joists or headers in medium load conditions. These hangers provide higher load values with less nailing.

HHDO – Installs with NA20D nails for higher load capacities.


Options: All nominal lumber sizes are available for rough/fullsize lumber. See Specialty Options Chart.


Installation:• Use all specified fasteners. See Product Notes, page 16.• NA20D nails are supplied with HHDO hangers.• Check top flange dimensions to ensure compatibility withheader widths.• Do not use for welded or nailer applications.Reference Specialty Options chart on page 206 forhanger options.• HHDO hangers are not recommended for use withLVL, PSL, or LSL members.

Specialty Options Chart – refer to Specialty Options pages 206 to 209 for additional details.Option USP Series Skewed 1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Inverted Flange

HHDO 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and SkewedNot available in

widths less than 4-1/2˝

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.


HDO

HHDO

HDOSee Sloped Seat and Skewed.Ex. HHDO210-SK45RSL30D


to product number.Ex. HHDO210-SL30D

1˚ to 67-1/2˚ when width is 1-3/4˝ or less.1˚ to 50˚ on all others.

HDO 1˚ to 45˚ See Sloped Seat and Skewed

Range

HHDO


Ex. HHDO610IF

AllowableLoads

Ordering


than 15˚.

100% of table load


than 15˚.

100% of table load.65% of table load whennailing into the support

members end grain.


to product number.Ex. HHDO210-SK45R

Heavy-Duty Top Mount Hangers – HDO & HHDO series

With a top mount design and heavy steel fabrication the KB, KHB, KHHB, and KLBhangers can cover medium-to-heavy beam and purlin applications. The top mountdesign offers high loads with less nailing than comparable face mount hangers.

KLB – 14 gauge.

KB – 12 gauge.

KHB – 12 gauge, deeper seat.

KHHB – 7 gauge.

Materials: See chartFinish: KLB, KB & KHB – G90 galvanizing;

KHHB – USP primerCodes: ICBO 2725, L.A. City RR 25104

Installation:• Use all specified fasteners. See Product Notes, page 16.• NA20D and NA25 nails are included with hangers where applicable.• KB, KHB, and KHHB models are not recommended for use withLVL, PSL, or LSL members.

Typical KHHB installation

TF

H

DWKB

TF

H

DW

KHB

TF

H

DW

KLB

TF

H

DW

KHHBSee Welded Installation Chart on page 209.

2 1/2˝

D

H

L

KHW46

Typical KHW46installation

Typical SW210installation

SW210

2 1/2˝ L

H

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®Welded Top Flange Hangers – KHW, SW, & SWH series

Header Joist DF-L / SYP S-P-F

SW 2X (2) 10d x 1-1/2 (2) 10d x 1-1/2 1635 11152X (2) 10d x 1-1/2 (2) 10d 2600 1770

3X (2) 16d x 2-1/2 (2) 10d 3350 2280 KHW 3X (4) 16d x 2-1/2 (2) 10d 5180 3525

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) 16d x 2-1/2 nails are 8 gauge (0.162˝ diameter) by 2-1/2˝ long. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails. 4) Listed loads shall not be increased.


SWH

USPStock No.

NailerSize

Fastener Schedule1,2,3

Nailer Installation Chart – chart represents maximum allowableloads for hangers used on wood nailers. Reference page 120.

Option Skewed1 Sloped Seat2 Sloped / Skewed 1,2 Sloped Top Flange3Saddle Ridge

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) Sloped top flanges with greater than 15° may have additional header nails.

Top Flange Offset

Add OS,andright (R)or left (L),to product number.Ex. SW212-OSL

% of table load:60%75%85%

100% of table loadper side

Hanger Width3-1/2˝ or less

3-9/16˝ to 5-1/2˝5-9/16˝ to 7-1/2˝

100% of table load

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

to product number.Ex. SW212-SK45R


to product number.Ex. SW212-SL30D

See Sloped Seatand Skewed.

Ex. SW212-SK45RSL30D

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

to product number.Ex. SW212-SF30L


to product number.Ex. SW212-SA=5-1/2˝

Add DA,angle required

to product number.Ex. SW212-DA30

100% of table load 100% of table loadReduce allowabletable loads using

straight-line interpolation

1˚ to 45˚ 0° to 35° -- -- 0° to 45° -- --See Sloped Seat

and SkewedRange

AllowableLoads

Ordering

1˚ to 84˚

100% of table load


Installation:• Use all specified fasteners. See Product Notes, page 16.• NA20D nails are supplied with KHW hangers.• KHW models are not recommended for use with LVL,PSL, or LSL members.

2 1/2˝

L

H

DW

SWH410

SW – Light-duty hanger.

SWH – Medium-duty hanger.

KHW – Heavy-duty hanger installs with NA20D nails for higher load capacities.

Materials: SW top flange - 12 gauge; stirrup - 12 gauge;SWH top flange - 7 gauge; stirrup - 12 gauge;KHW top flange - 3 gauge; stirrup - 10 gauge.

Finish: USP primerOptions: All nominal lumber sizes are available

for rough/full size lumber. See Specialty Options Chart on page 101.

Codes: NER 568, ICBO 2725, FL820R-1, L.A. City RR 25104

These top mount hangers are designed for supporting floor joists or 2x purlins.The top mount style allows builders to drop in joists or purlins quickly.

Materials: 18 gaugeFinish: G90 galvanizingCodes: ICBO 2039


Light Gauge Purlin Hangers – HL series


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HL210

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®Top Mount Hanger Charts

Floor

Ref. No. W H D L TF Header Joist 100% 115% 125% 133% 160%

2 x 4 HDO24 HU24TF 12 1-9/16 3-7/16 2-1/4 -- -- 2-1/2 (6) 16d (2) 10d x 1-1/2 2170 2170 2170 315 315

HL26 JB26 18 1-9/16 5-3/8 1-1/2 -- -- 1-5/16 (4) 16d (2) prongs 1270 1270 1270 -- -- -- --

KLB26 LB26 14 1-9/16 5-3/8 1-3/4 -- -- 1-3/8 (4) 16d (2) 10d x 1-1/2 1235 1280 1305 305 365

SW26 W26 12 1-9/16 5-3/8 2-1/2 6-1/2 2-1/2 (2) 10d (2) 10d x 1-1/2 2315 2315 2315 -- -- -- --

HDO26 HU26TF 12 1-9/16 5-3/8 2-1/4 -- -- 2-1/2 (10) 16d (4) 10d x 1-1/2 2580 2615 2615 630 755

HL28 JB28 18 1-9/16 7-5/16 1-3/4 -- -- 1-5/16 (4) 16d (2) prongs 1590 1590 1590 -- -- -- --

KLB28 LB28 14 1-9/16 7-1/4 1-3/4 -- -- 1-3/8 (4) 16d (2) 10d x 1-1/2 1235 1280 1305 305 365

SW28 W28 12 1-9/16 7-1/8 2-1/2 6-1/2 2-1/2 (2) 10d (2) 10d x 1-1/2 2315 2315 2315 -- -- -- --

HDO28 HU28TF 12 1-9/16 7-1/8 2-1/4 -- -- 2-1/2 (10) 16d (4) 10d x 1-1/2 2580 2650 2700 630 755

HL210 JB210 18 1-9/16 9-5/16 2 -- -- 1-5/16 (4) 16d (2) prongs 1590 1590 1590 -- -- -- --

KLB210 LB210 14 1-9/16 9-1/4 2 -- -- 1-3/8 (4) 16d (2) 10d x 1-1/2 1365 1365 1365 305 365

SW210 W210 12 1-9/16 9-1/8 2-1/2 6-1/2 2-1/2 (2) 10d (2) 10d x 1-1/2 2315 2315 2315 -- -- -- --

HDO210 HU210TF 12 1-9/16 9-1/8 2-1/4 -- -- 2-1/2 (12) 16d (4) 10d x 1-1/2 2580 2650 2700 630 725

HL212 JB212 18 1-9/16 11-1/4 2-1/8 -- -- 1-5/16 (4) 16d (2) prongs 1590 1590 1590 -- -- -- --

KLB212 LB212 14 1-9/16 11-1/8 2 -- -- 1-3/8 (4) 16d (2) 10d x 1-1/2 1365 1365 1365 305 365

SW212 W212 12 1-9/16 11-1/8 2-1/2 6-1/2 2-1/2 (2) 10d (2) 10d x 1-1/2 2315 2315 2315 -- -- -- --

HDO212 HU212TF 12 1-9/16 11 2-1/4 -- -- 2-1/2 (14) 16d (6) 10d x 1-1/2 2355 2355 2355 945 1135

HL214 JB214 18 1-9/16 13-1/8 2 -- -- 2-1/2 (6) 16d (2) 10d x 1-1/2 1590 1590 1590 300 360

KLB214 LB214 14 1-9/16 13-1/8 2 -- -- 1-1/2 (4) 16d (2) 10d x 1-1/2 1365 1365 1365 305 365

SW214 W214 12 1-9/16 13-1/8 2-1/2 6-1/2 2-1/2 (2) 10d (2) 10d x 1-1/2 2315 2315 2315 -- -- -- --

HDO214 HU214TF 12 1-9/16 13 2-1/4 -- -- 2-1/2 (16) 16d (6) 10d x 1-1/2 2815 2925 2995 945 1050

KLB216 LB216 14 1-9/16 15-1/8 2 -- -- 1-1/2 (4) 16d (2) 10d x 1-1/2 1365 1365 1365 305 365

SW216 W216 12 1-9/16 15-1/8 2-1/2 6-1/2 2-1/2 (2) 10d (2) 10d x 1-1/2 2315 2315 2315 -- -- -- --

HDO216 HU216TF 12 1-9/16 15 2-1/4 -- -- 2-1/2 (18) 16d (8) 10d x 1-1/2 3055 3195 3290 1260 1510

3 x 4 HDO34 HU34TF 12 2-9/16 3-7/16 2-1/2 -- -- 2-1/2 (8) 16d (2) 10d x 1-1/2 2665 2665 2665 315 315

SW36 W36 12 2-9/16 5-3/8 2-1/2 6-1/2 2-1/2 (2) 10d (2) 10d x 1-1/2 2315 2315 2315 -- -- -- --

HDO36 HU36TF 12 2-9/16 5-3/8 2-1/2 -- -- 2-1/2 (10) 16d (4) 10d x 1-1/2 3010 3010 3010 630 755

SW38 W38 12 2-9/16 7-1/8 2-1/2 6-1/2 2-1/2 (2) 10d (2) 10d x 1-1/2 2315 2315 2315 -- -- -- --

KB38 B38 12 2-9/16 7-1/4 2 -- -- 2-1/2 (4) NA20D (2) 10d x 1-1/2 2420 2420 2420 315 380

HDO38 HU38TF 12 2-9/16 7-1/8 2-1/2 -- -- 2-1/2 (12) 16d (4) 10d x 1-1/2 3605 3605 3605 630 755

SW310 W310 12 2-9/16 9-1/8 2-1/2 6-1/2 2-1/2 (2) 10d (2) 10d x 1-1/2 2315 2315 2315 -- -- -- --

KB310 B310 12 2-9/16 9-1/4 2 -- -- 2-1/2 (4) NA20D (2) 10d x 1-1/2 2420 2420 2420 315 380

HDO310 HU310TF 12 2-9/16 9-1/8 2-1/2 -- -- 2-1/2 (14) 16d (6) 10d x 1-1/2 4165 4165 4165 945 1135

SWH312 WNP312 7/12 2-9/16 11-1/8 2-1/2 7 2-1/2 (2) 10d (2) 10d x 1-1/2 3305 3305 3305 -- -- -- --

KB312 B312 12 2-9/16 11-1/8 2-3/8 -- -- 2-1/2 (4) NA20D (2) 10d x 1-1/2 2420 2420 2420 315 380

HDO312 HU312TF 12 2-9/16 11 2-1/2 -- -- 2-1/2 (16) 16d (6) 10d x 1-1/2 4475 4475 4475 945 1135

SWH314 WNP314 7/12 2-9/16 13-1/8 2-1/2 7 2-1/2 (2) 10d (2) 10d x 1-1/2 3305 3305 3305 -- -- -- --

KB314 B314 12 2-9/16 13-1/8 2-3/8 -- -- 2-1/2 (4) NA20D (2) 10d x 1-1/2 2420 2420 2420 315 380

HDO314 HU314TF 12 2-9/16 13 2-1/2 -- -- 2-1/2 (18) 16d (8) 10d x 1-1/2 4475 4475 4475 1260 1315

SWH316 WNP316 7/12 2-9/16 15-1/8 2-1/2 7 2-1/2 (2) 10d (2) 10d x 1-1/2 3305 3305 3305 -- -- -- --

KB316 B316 12 2-9/16 15-1/8 2-3/8 -- -- 2-1/2 (4) NA20D (2) 10d x 1-1/2 2420 2420 2420 315 380

HDO316 HU316TF 12 2-9/16 15 2-1/2 -- -- 2-1/2 (20) 16d (8) 10d x 1-1/2 4850 4990 5085 1260 1510

(2) 2 x 4 HDO24-2 HU24-2TF 12 3-1/8 3-7/16 2-1/2 -- -- 2-1/2 (8) 16d (2) 10d 2445 2445 2445 335 400

SWH26-2 WNP26-2 7/12 3-1/8 5-3/8 2-1/2 7 2-1/2 (2) 10d (2) 10d 3305 3305 3305 -- -- -- --

HDO26-2 HU26-2TF 12 3-1/8 5-3/8 2-1/2 -- -- 2-1/2 (10) 16d (4) 10d 3050 3050 3050 665 800

HHDO26-2 -- -- 12 3-1/8 5-1/2 3 -- -- 2-1/2 (10) NA20D (4) NA20D 3700 3850 3850 915 915

SWH28-2 WNP28-2 7/12 3-1/8 7-1/8 2-1/2 7 2-1/2 (2) 10d (2) 10d 3305 3305 3305 -- -- -- --

HDO28-2 HU28-2TF 12 3-1/8 7-1/8 2-1/2 -- -- 2-1/2 (12) 16d (4) 10d 3825 3825 3825 665 800

HHDO28-2 -- -- 12 3-1/8 7-1/4 3 -- -- 2-1/2 (12) NA20D (4) NA20D 4050 4255 4395 915 915

SWH210-2 WNP210-2 7/12 3-1/8 9-1/8 2-1/2 7 2-1/2 (2) 10d (2) 10d 3305 3305 3305 -- -- -- --

HDO210-2 HU210-2TF 12 3-1/8 9-1/8 2-1/2 -- -- 2-1/2 (14) 16d (6) 10d 4560 4565 4565 1000 1200

HHDO210-2 -- -- 12 3-1/8 9-1/4 3 -- -- 2-1/2 (14) NA20D (6) NA20D 4395 4655 4830 1390 1670

SWH212-2 WNP212-2 7/12 3-1/8 11-1/8 2-1/2 7 2-1/2 (2) 10d (2) 10d 3305 3305 3305 -- -- -- --

HDO212-2 HU212-2TF 12 3-1/8 11 2-1/2 -- -- 2-1/2 (16) 16d (6) 10d 4855 5200 5435 1000 1200

HHDO212-2 -- -- 12 3-1/8 11-1/8 3 -- -- 2-1/2 (16) NA20D (6) NA20D 4745 5055 5265 1390 1670

SWH214-2 WNP214-2 7/12 3-1/8 13-1/8 2-1/2 7 2-1/2 (2) 10d (2) 10d 3305 3305 3305 -- -- -- --

HDO214-2 HU214-2TF 12 3-1/8 13 2-1/2 -- -- 2-1/2 (18) 16d (8) 10d 5150 5410 5410 1335 1600

HHDO214-2 -- -- 12 3-1/8 13-1/8 3-1/2 -- -- 2-1/2 (18) NA20D (8) NA20D 5090 5460 5700 1695 1695

SWH216-2 WNP216-2 7/12 3-1/8 15-1/8 2-1/2 7 2-1/2 (2) 10d (2) 10d 3305 3305 3305 -- -- -- --

HDO216-2 HU216-2TF 12 3-1/8 15 2-1/2 -- -- 2-1/2 (20) 16d (8) 10d 5445 5840 5940 1335 1600

HHDO216-2 -- -- 12 3-1/8 15-1/8 3-1/2 -- -- 2-1/2 (20) NA20D (8) NA20D 5440 5860 6135 1695 1695

4 x 4 HDO44 HU44TF 12 3-9/16 3-7/16 2-1/2 -- -- 2-1/2 (8) 16d (2) 10d 2445 2445 2445 335 400

(2) 2 x 14

(2) 2 x 16

(2) 2 x 6

(2) 2 x 8

(2) 2 x 10

(2) 2 x 12

3 x 10

3 x 12

3 x 14

3 x 16

2 x 14

2 x 16

3 x 6

3 x 8

2 x 6

2 x 8

2 x 10

2 x 12

Fastener Schedule3,4,5,6 Allowable Loads (Lbs.)7,8

Roof Uplift1,2Beam/

Joist SizeUSP

Stock No.Steel

Gauge

Dimensions

DF-L / SP


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Floor


SW46 W46 12 3-9/16 5-3/8 2-1/2 6-1/2 2-1/2 (2) 10d (2) 10d 2520 2520 2520 -- -- -- --

HDO46 HU46TF 12 3-9/16 5-3/8 2-1/2 -- -- 2-1/2 (10) 16d (4) 10d 3050 3050 3050 665 800

HHDO46 -- -- 12 3-9/16 5-1/2 3 -- -- 2-1/2 (10) NA20D (4) NA20D 3700 3850 3850 915 915

KHW46 HW46 3/10 3-9/16 5-3/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

SW48 W48 12 3-9/16 7-1/8 2-1/2 6-1/2 2-1/2 (2) 10d (2) 10d 2520 2520 2520 -- -- -- --

KB48 B48 12 3-9/16 7-1/4 2 -- -- 2-1/2 (4) NA20D (2) NA20D 2420 2420 2420 465 555

HDO48 HU48TF 12 3-9/16 7-1/8 2-1/2 -- -- 2-1/2 (12) 16d (4) 10d 3825 3825 3825 665 800

HHDO48 -- -- 12 3-9/16 7-1/4 3 -- -- 2-1/2 (12) NA20D (4) NA20D 4050 4255 4395 915 915

KHW48 HW48 3/10 3-9/16 7-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

SW410 W410 12 3-9/16 9-1/8 2-1/2 6-1/2 2-1/2 (2) 10d (2) 10d 2520 2520 2520 -- -- -- --

KB410 B410 12 3-9/16 9-1/4 2-3/8 -- -- 2-1/2 (4) NA20D (2) NA20D 2420 2420 2420 465 555

HDO410 HU410TF 12 3-9/16 9-1/8 2-1/2 -- -- 2-1/2 (14) 16d (6) 10d 4560 4565 4565 1000 1200

HHDO410 -- -- 12 3-9/16 9-1/4 3 -- -- 2-1/2 (14) NA20D (6) NA20D 4395 4655 4830 1390 1670

SWH410 -- -- 7/12 3-9/16 9-1/8 2-1/2 7 2-1/2 (2) 10d (2) 10d 3305 3305 3305 -- -- -- --

KHW410 HW410 3/10 3-9/16 9-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

KB412 B412 12 3-9/16 11-1/8 2-3/8 -- -- 2-1/2 (6) NA20D (2) NA20D 2870 2870 2870 465 555

KHB412 -- -- 12 3-9/16 11-1/8 3 -- -- 2-1/2 (10) NA20D (4) NA20D 4265 4265 4265 930 1115

HDO412 HU412TF 12 3-9/16 11 2-1/2 -- -- 2-1/2 (16) 16d (6) 10d 4855 5200 5435 1000 1200

HHDO412 -- -- 12 3-9/16 11-1/8 3 -- -- 2-1/2 (16) NA20D (6) NA20D 4745 5055 5265 1390 1670

KHHB412 HHB412 7 3-9/16 11-1/8 3 -- -- 2-1/2 (4) NA25 (2) NA25 4270 4350 4400 695 830

SWH412 WNP412 7/12 3-9/16 11-1/8 2-1/2 7 2-1/2 (2) 10d (2) 10d 3305 3305 3305 -- -- -- --

KHW412 HW412 3/10 3-9/16 11-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

KB414 B414 12 3-9/16 13-1/8 2-3/8 -- -- 2-1/2 (6) NA20D (2) NA20D 2870 2870 2870 465 555

KHB414 -- -- 12 3-9/16 13-1/8 3 -- -- 2-1/2 (10) NA20D (4) NA20D 4265 4265 4265 930 1115

HDO414 HU414TF 12 3-9/16 13 2-1/2 -- -- 2-1/2 (18) 16d (8) 10d 5150 5410 5410 1335 1600

HHDO414 -- -- 12 3-9/16 13-1/8 3 -- -- 2-1/2 (18) NA20D (8) NA20D 5090 5460 5700 1695 1695

KHHB414 HHB414 7 3-9/16 13-1/8 3 -- -- 2-1/2 (6) NA25 (4) NA25 4790 4945 5050 1385 1665

SWH414 WNP414 7/12 3-9/16 13-1/8 2-1/2 7 2-1/2 (2) 10d (2) 10d 3305 3305 3305 -- -- -- --

KHW414 HW414 3/10 3-9/16 13-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

KB416 B416 12 3-9/16 15-1/8 2-3/8 -- -- 2-1/2 (6) NA20D (2) NA20D 2870 2870 2870 465 555

KHB416 -- -- 12 3-9/16 15-1/8 3 -- -- 2-1/2 (10) NA20D (4) NA20D 4265 4265 4265 930 1115

HDO416 HU416TF 12 3-9/16 15 2-1/2 -- -- 2-1/2 (20) 16d (8) 10d 5445 5880 6170 1335 1600

HHDO416 -- -- 12 3-9/16 15-1/8 3-1/2 -- -- 2-1/2 (20) NA20D (8) NA20D 5440 5860 6135 1695 1695

KHHB416 HHB416 7 3-9/16 15-1/8 3 -- -- 2-1/2 (6) NA25 (4) NA25 4790 4945 5050 1385 1665

SWH416 WNP416 7/12 3-9/16 15-1/8 2-1/2 7 2-1/2 (2) 10d (2) 10d 3305 3305 3305 -- -- -- --

KHW416 HW416 3/10 3-9/16 15-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

HDO210-3 HU210-3TF 12 4-11/16 9-1/8 2-1/2 -- -- 2-1/2 (14) 16d (6) 16d 4560 4565 4565 1175 1410

HHDO210-3 -- -- 12 4-11/16 9-1/4 3 -- -- 2-1/2 (14) NA20D (6) NA20D 4395 4655 4830 1390 1670

HDO212-3 HU212-3TF 12 4-11/16 11 2-1/2 -- -- 2-1/2 (16) 16d (6) 16d 4855 5200 5435 1175 1410

HHDO212-3 -- -- 12 4-11/16 11-1/8 3 -- -- 2-1/2 (16) NA20D (6) NA20D 4745 5055 5265 1390 1670

HDO214-3 HU214-3TF 12 4-11/16 13 2-1/2 -- -- 2-1/2 (18) 16d (8) 16d 5150 5410 5410 1570 1710

HHDO214-3 -- -- 12 4-11/16 13-1/8 3-1/2 -- -- 2-1/2 (18) NA20D (8) NA20D 5090 5460 5700 1695 1695

HDO216-3 HU216-3TF 12 4-11/16 15 2-1/2 -- -- 2-1/2 (20) 16d (8) 16d 5445 5880 6170 1570 1880

HHDO216-3 -- -- 12 4-11/16 15-1/8 3-1/2 -- -- 2-1/2 (20) NA20D (8) NA20D 5440 5860 6135 1695 1695

HDO216-3 HU216-3TF 12 4-11/16 15 2-1/2 -- -- 2-1/2 (20) 16d (8) 16d 5445 5880 6170 1570 1880

HDO66 HU66TF 12 5-1/2 5-3/8 2-1/2 -- -- 2-1/2 (10) 16d (4) 16d 3050 3050 3050 785 940

HHDO66 -- -- 12 5-9/16 5-3/8 2-1/2 -- -- 2-1/2 (10) NA20D (4) NA20D 3700 3850 3850 915 915

SWH66 WNP66 7/12 5-1/2 5-3/8 2-1/2 7 2-1/2 (2) 10d (2) 10d 3305 3305 3305 -- -- -- --

KHW66 HW66 3/10 5-1/2 5-3/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

HDO68 HU68TF 12 5-1/2 7-1/8 2-1/2 -- -- 2-1/2 (12) 16d (4) 16d 3825 3825 3825 785 940

HHDO68 -- -- 12 5-9/16 7-1/4 2-1/2 -- -- 2-1/2 (12) NA20D (4) NA20D 4050 4255 4395 915 915

KHHB68 HHB68 7 5-1/2 7-1/4 3 -- -- 2-1/2 (4) NA25 (2) NA25 4270 4350 4400 695 830

SWH68 WNP68 7/12 5-1/2 7-1/8 2-1/2 7 2-1/2 (2) 10d (2) 10d 3305 3305 3305 -- -- -- --

KHW68 HW68 3/10 5-1/2 7-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

1) Uplift Loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) HL, KHW, SW, and SWH products do not provide uplift resistance, except for the HL214. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails, 1-5/8˝ for 16d nails, 2˝ for NA20D nails, and 2-1/2˝ for NA25 nails. 4) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 5) NA20D nails are 6 gauge (0.192˝ diameter) by 2-1/2˝ long and are included with KB, KHB, KHW, and HHDO hangers. 6) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with KHHB hangers. 7) KB, KHB, KHHB, and KLB load values are based on 625 psi perpendicular to grain loading. 8) KHW Glulam load values are based on 560 psi perpendicular to grain loading.

USPStock No.

SteelGauge

Roof Uplift1,2

Dimensions Fastener Schedule3,4,5,6 Allowable Loads (Lbs.)7,8

DF-L / SP

4 x 6

4 x 8

Beam/Joist Size

4 x 12

4 x 14

4 x 16

4 x 10

(3) 2 x 10

(3) 2 x 12

(3) 2 x 14

(3) 2 x 16

6 x 6

6 x 8


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Floor


KB610 B610 12 5-1/2 9-1/4 2-3/8 -- -- 2-1/2 (10) NA20D (2) NA20D 3495 3495 3495 465 555

HDO610 HU610TF 12 5-1/2 9-1/8 2-1/2 -- -- 2-1/2 (14) 16d (6) 16d 4560 4565 4565 1175 1410

HHDO610 -- -- 12 5-9/16 9-1/4 2-1/2 -- -- 2-1/2 (14) NA20D (6) NA20D 4395 4655 4830 1390 1670

KHHB610 HHB610 7 5-1/2 9-1/4 3 -- -- 2-1/2 (4) NA25 (2) NA25 4270 4350 4400 695 830

SWH610 WNP610 7/12 5-1/2 9-1/8 2-1/2 7 2-1/2 (2) 10d (2) 10d 3305 3305 3305 -- -- -- --

KHW610 HW610 3/10 5-1/2 9-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

KB612 B612 12 5-1/2 11-1/8 2-3/8 -- -- 2-1/2 (10) NA20D (2) NA20D 3495 3495 3495 465 555

HDO612 HU612TF 12 5-1/2 11 2-1/2 -- -- 2-1/2 (16) 16d (6) 16d 4855 5200 5435 1175 1410

HHDO612 -- -- 12 5-9/16 11-1/8 3 -- -- 2-1/2 (16) NA20D (6) NA20D 4745 5055 5265 1390 1670

KHHB612 HHB612 7 5-1/2 11-1/8 3 -- -- 2-1/2 (10) NA25 (6) NA25 5310 5545 5700 2080 2495

KHW612 HW612 3/10 5-1/2 11-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

KB614 B614 12 5-1/2 13-1/8 2-3/8 -- -- 2-1/2 (10) NA20D (2) NA20D 3495 3495 3495 465 555

HDO614 HU614TF 12 5-1/2 13 2-1/2 -- -- 2-1/2 (18) 16d (8) 16d 5150 5410 5410 1570 1710

HHDO614 -- -- 12 5-9/16 13-1/8 3 -- -- 2-1/2 (18) NA20D (8) NA20D 5090 5460 5700 1695 1695

KHHB614 HHB614 7 5-1/2 13-1/8 3 -- -- 2-1/2 (10) NA25 (6) NA25 5310 5545 5700 2080 2495

KHW614 HW614 3/10 5-1/2 13-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

KB616 B616 12 5-1/2 15-1/8 2-3/8 -- -- 2-1/2 (10) NA20D (2) NA20D 3495 3495 3495 465 555

HDO616 HU616TF 12 5-1/2 15 2-1/2 -- -- 2-1/2 (20) 16d (8) 16d 5445 5880 6170 1570 1880

HHDO616 -- -- 12 5-9/16 15-1/8 3 -- -- 2-1/2 (20) NA20D (8) NA20D 5440 5860 6135 1695 1695

KHHB616 HHB616 7 5-1/2 15-1/8 3 -- -- 2-1/2 (10) NA25 (6) NA25 5310 5545 5700 2080 2495

KHW616 HW616 3/10 5-1/2 15-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

8 x 6 KHW86 HW86 3/10 7-1/2 5-3/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

8 x 8 KHW88 HW88 3/10 7-1/2 7-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

8 x 10 KHW810 HW810 3/10 7-1/2 9-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

KHHB812 HHB812 7 7-1/2 11-1/8 3 -- -- 2-1/2 (10) NA25 (6) NA25 5310 5545 5700 2080 2495

KHW812 HW812 3/10 7-1/2 11-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

KHHB814 HHB814 7 7-1/2 13-1/8 3 -- -- 2-1/2 (10) NA25 (6) NA25 5310 5545 5700 2080 2495

KHW814 HW814 3/10 7-1/2 13-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

KHHB816 HHB816 7 7-1/2 15-1/8 3 -- -- 2-1/2 (10) NA25 (6) NA25 5310 5545 5700 2080 2495

KHW816 HW816 3/10 7-1/2 15-1/8 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5335 5335 5335 -- -- -- --

2-1/2 glulam KHW26 -- -- 3/10 2-11/16 specify 4 10 2-1/2 (4) NA20D (4) 10d x 1-1/2 5295 5295 5295 -- -- -- --

3-1/8 glulam KHW3 HW3.25 3/10 3-1/4 specify 3 10 2-1/2 (4) NA20D (2) 10d 5295 5295 5295 -- -- -- --

3-1/8 x 12 HHDO312512 -- -- 12 3-1/4 12 3 -- -- 2-1/2 (16) NA20D (6) NA20D 4745 5055 5265 1390 1670

5-1/8 glulam KHW5 HW5.25 3/10 5-1/4 specify 2-1/2 10 2-1/2 (4) NA20D (2) 10d 5295 5295 5295 -- -- -- --

5-1/8 x 12 HHDO512512 -- -- 12 5-1/4 12 3 -- -- 2-1/2 (16) NA20D (6) NA20D 4745 5055 5265 1390 1670

5-1/8 x 16-1/2 HHDO512516 -- -- 12 5-1/4 16-1/2 3 -- -- 2-1/2 (24) NA20D (8) NA20D 6290 6290 6290 1695 1695

1) Uplift Loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-1/2˝ for 10d nails, 1-5/8˝ for 16d nails, 2˝ for NA20D nails, and 2-1/2˝ for NA25 nails. 3) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 4) NA20D nails are 6 gauge (0.192˝ diameter) by 2-1/2˝ long and are included with KB, KHB, KHW, and HHDO hangers. 5) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with KHHB hangers. 6) KB, KHB, KHHB, and KLB load values are based on 625 psi perpendicular to grain loading. 7) KHW Glulam load values are based on 560 psi perpendicular to grain loading. 8) Consult USP for additional Glulam sizes.

6 x 16

8 x 12

8 x 14

8 x 16

USPStock No.

SteelGauge

Roof Uplift1

Dimensions Fastener Schedule2,3,4,5 Allowable Loads (Lbs.)6,7

DF-L / SP

Glulam Sizes8

6 x 14

6 x 10

6 x 12

Beam/Joist Size

Multi-Purpose Joist Hangers – JH series

These strap-style hangers are designed to support trusses, joists, or purlins. JH models maybe bent along the flange allowing builders to use the hangers in top mount, face mount, orcombination applications.

Materials: 18 gaugeFinish: G90 galvanizingCodes: NER 568, FL820-R1

Patents: #5,217,317

Installation:• Use all specified fasteners. See Product Notes, page 16.• Joist nails must be driven at a 30° to 45° angle through the joist or truss into the header to achievelisted 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 31/4˝) may be used where 10d common are specified with no load reduction.



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1 3/16˝

WD

H

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30º to 45˚nailing

JH20

A field-adjustable seat gives the LS & TMU26 hanger application flexibility.

LS – Slopes from 0° to 30° down (0 to 7:12 pitch down).

TMU26 – Slopes from 35° up to 45° down (8:12 pitch up to12:12 pitch down).


Options: TMU26 is available in Triple Zinc. To order, add TZ to stock number, as in TMU26-TZ.

Codes: NER 564, NER 478,ICBO 2039, FL815, FL817, L.A. City RR 23888 & RR 25283

Installation:• Use all specified fasteners. See Product Notes, page 16.• The LS can be field adjusted to slopes from 0° to 30° down.• TMU26 can be field adjusted slopes from 35° up to 45° down.

W3˝

H

LS268

Floor

Joist Size Ref. No. W H Header Joist 100% 115% 125% 133% 160%

2 x 6 - 8 LS268 -- -- 18 1-9/16 5-1/2 (7) 16d (7) 10d x 1-1/2 960 1105 1170 675 675

2 x 10 LS210 -- -- 18 1-9/16 7-7/8 (9) 16d (9) 10d x 1-1/2 1235 1370 1370 1035 1035 2 x 6 - 8 TMU26 -- -- 18 1-9/16 5-1/4 (10) 10d (7) 10d x 1-1/2 1140 1305 1305 640 640

1) Uplift loads are increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 3) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long.


Roof Uplift1USP

Stock No.Steel

Gauge


DF-L / SP

Floor

Joist Size Ref. No. W H D B Application Top Face Joist 100% 115% 125% 133% 160%

2 x 6 (2) 10d (4) 10d (6) 10d 1880 2040 2140 1285 1285

2 x 8 (2) 10d (8) 10d (6) 10d 2515 2740 2890 1285 12852 x 10 (2) 10d (12) 10d (6) 10d 2265 2560 2755 1285 1285

2 x 12 -- -- (14) 10d (6) 10d 2185 2515 2735 1285 12852 x 6 (2) 10d (6) 10d (6) 10d 2210 2400 2525 1285 1285

2 x 8 (2) 10d (10) 10d (6) 10d 2840 2900 2900 1285 1285

2 x 10 (2) 10d (14) 10d (6) 10d 2590 2900 2900 1285 12852 x 12 -- -- (16) 10d (6) 10d 2415 2775 2900 1285 1285

1) Uplift Loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Nails must be driven at a 30° to 45˚ angle through the joist or truss into header to achieve the table loads. 3) 16d sinkers (9 gauge x 3-1/4˝ long) may be used where 10d commons are specified with no reduction in load.


Roof Uplift1USP

Stock No.Steel

Gauge


Header DF-L / SP

5-1/8

2-1/4 4-1/43-1/4

1-9/16 10-1/16

10-3/16

2-1/418

JH30 -- -- 18

2 x 6 - 12

(2) 2 x 6 - 12

JH20 -- --

Light Slope Hangers – LS & TMU26 series

Typical LS268installation

TMU Pitch Range

12/12

8/12

5 1/4˝

5 1/4˝

3 1/2˝

1 9/16˝

TMU26

USP2000-071

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®Skewed 45° Hangers – SKH & SKHH series

Floor Floor

Beam / Joist Size Ref. No. W H D Header Joist 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

2 x 4 - 6 SKH24L/R SUR/L24 16 1-9/16 3-1/4 1-7/8 (4) 16d (4) 10d x 1-1/2 510 510 510 565 565 475 510 510 515 565

SKH26L/R SUR/L26 (6) 16d (6) 10d x 1-1/2

SKH26L/R-GC -- -- (6) N16C-GC (6) N10-GC 2 x 8 - 10 - 12 SKH28L/R -- -- 16 1-9/16 7-1/4 1-7/8 (10) 16d (8) 10d x 1-1/2 1380 1465 1465 1205 1360 1190 1370 1465 1035 1240

SKH210L/R SUR/L210 (14) 16d (10) 10d x 1-1/2 SKH210L/R-GC -- -- (14) N16C-GC (10) N10-GC

1-1/2 x 9-1/4 - 14 SKH1520L/R -- -- 16 1-9/16 9-1/4 1-7/8 (14) 10d (10) 10d x 1-1/2 1340 1340 1340 1505 1565 1340 1340 1340 1295 1550

1-1/2 x 11-1/4 - 18 SKH1524L/R SUR/L214 16 1-9/16 11-1/4 1-7/8 (16) 10d (10) 10d x 1-1/2 1855 1990 1990 1505 1565 1600 1840 1990 1295 1550 1-5/8 x 9-1/4 - 14 SKH1620L/R -- -- 16 1-11/16 9-3/16 1-7/8 (14) 10d (10) 10d x 1-1/2 1340 1340 1340 1505 1565 1340 1340 1340 1295 1550

1-5/8 x 11-1/4 - 18 SKH1624L/R -- -- 16 1-11/16 11-3/16 1-7/8 (16) 10d (10) 10d x 1-1/2 1855 1990 1990 1505 1565 1600 1840 1990 1295 1550 1 3/4 x 9-1/4 - 14 SKH1720L/R SUR/L1.81/9 16 1-13/16 9-1/8 1-7/8 (14) 10d (10) 10d x 1-1/2 1625 1870 2030 1505 1565 1400 1610 1750 1295 1550

1-3/4 x 11-1/4 - 18 SKH1724L/R SUR/L1.81/11 16 1-13/16 11-1/8 1-7/8 (16) 10d (10) 10d x 1-1/2 1855 2135 2320 1505 1565 1600 1840 2000 1295 1550

2 x 9-1/4 - 14 SKH2020L/R SURI/LI2.06/9, SUR/L2.1/9

16 2-1/8 9 1-7/8 (14) 10d (10) 10d x 1-1/2 1625 1870 2030 1505 1565 1400 1610 1750 1295 1550

2 x 11-1/4 - 18 SKH2024L/R SUR/L2.1/11 16 2-1/8 11 1-7/8 (16) 10d (10) 10d x 1-1/2 1855 2135 2320 1505 1565 1600 1840 2000 1295 1550

2-1/4 - 2-5/16 x 9-1/4 - 14 SKH2320L/R SURI/LI3510/12 16 2-3/8 8-7/8 1-7/8 (14) 10d (10) 10d x 1-1/2 1625 1870 2030 1505 1565 1400 1610 1750 1295 1550

2-1/4 - 2-5/16 x 11-1/4 - 18 SKH2324L/R SURI/LI3514/20 16 2-3/8 10-7/8 1-7/8 (16) 10d (10) 10d x 1-1/2 1855 2135 2320 1505 1565 1600 1840 2000 1295 1550 3 x 6 - 8 SKH36L/R -- -- 16 2-9/16 4-3/4 1-3/8 (6) 16d (6) 10d x 1-1/2 830 950 1025 905 1085 715 820 895 775 930

3 x 8 - 10 - 12 SKH38L/R -- -- 16 2-9/16 6-3/4 1-3/8 (10) 16d (8) 10d x 1-1/2 1380 1585 1585 1205 1360 1190 1370 1490 1035 1240 3 x 10 - 12 - 14 SKH310L/R SUR/L310 16 2-9/16 8-3/4 1-3/8 (14) 16d (10) 10d x 1-1/2 1930 2220 2250 1505 1565 1665 1915 2085 1295 1550

3 x 12 - 14 - 16 SKH312L/R SUR/L314 16 2-9/16 10-3/4 1-3/8 (16) 16d (10) 10d x 1-1/2 2210 2500 2500 1505 1565 1905 2190 2380 1295 1550

2-1/2 x 9-1/4 - 14 SKH2520L/R -- -- 16 2-9/16 8-5/8 1-7/8 (14) 10d (10) 10d x 1-1/2 1625 1870 2030 1505 1565 1400 1610 1750 1295 1550 2-1/2 x 11-1/4 - 16 SKH2524L/R SUR/L2.56/11 16 2-9/16 10-3/4 1-7/8 (16) 10d (10) 10d x 1-1/2 1855 2135 2320 1505 1565 1600 1840 2000 1295 1550

2-5/8 x 9-1/4 - 14 SKH2620L/R SURI/LI2.68/10 16 2-11/16 8-11/16 1-7/8 (14) 10d (10) 10d x 1-1/2 1625 1870 2030 1505 1565 1400 1610 1750 1295 1550 2-5/8 x 11-1/4 - 16 SKH2624L/R SURI/LI2.68/14 16 2-11/16 10-11/16 1-7/8 (16) 10d (10) 10d x 1-1/2 1855 2135 2320 1505 1565 1600 1840 2000 1295 1550

1) Uplift loads have been increased 33-1/3% or 60% for wind and seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails and N10-GC are 9 gauge (0.148˝ diameter) by 1-1/2˝" long. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d and N16C-GC nails. New products or updated product information are designated in red.

2 x 6 - 8

2 x 10 - 12 - 14

SteelGauge

USPStock No.

16

16


DF-L / SP

Roof Uplift1

830


Roof Uplift1S-P-F

9051-9/16 5-1/4 1-7/8

Dimensions

820 890890 890

1550

775 930

1790 1790 1790 1505 1565

1085 715

1-9/16 9-1/4 1-7/8 12951665 1790 1790

SKH26LLeft skew


SKH – Standard 45° skew hanger allows for a 40° to 50° skew range, without hanger modification.

SKHH – For heavier applications.

Materials: 14 or 16 gaugeFinish: G90 galvanizing; SKH26L/R-GC & SKH210L/R-GC – Gold Coat

Options: SKH26L/R, SKH28L/R, & SKH210L/R are available in Triple Zinc. To order, add TZ to stock number, as in SKH26L-TZ.

Codes: NER 478, L.A. City RR 25283, FL815, Dade County, FL 06-0601.03 — SKH26L/R

Installation:• Use all specified fasteners. See Product Notes, page 16.• The hangers listed are for standard sizes and will accommodate a 40° to 50° skewrange. • Most sizes do not require a miter cut for installation. Refer to chart footnote identified with an asterisk.• Illustrations show left and right skews. (SKH_L = skewed left; SKH_R = skewed right)• For I-Joist installations, web stiffeners are required.• Refer to illustration for staggered I-Joist application for double 2 ,̋ 25/16 ,̋ and 21/2˝models.• For double I-Joist installations, web stiffeners between I-Joists are required.

Drive nailsat angle

Left skewRight skew

SKH26RRight skew

GOLDCOAT

AVAILABLE IN

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See ANSI/TPI section for truss chord applications page 193

H

DW

H

DW

SKHH210L

WD

H

SKH210L

Floor Floor

Beam / Joist Size Ref. No. W H D Header Joist 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

(2) 2 x 6 - 8 *SKH26L/R-2 SUR/L26-2 16 3-1/16 4-1/2 1-3/8 (6) 16d (6) 10d 830 950 1035 930 1115 715 820 895 800 960

(2) 2 x 8 - 10 - 12 *SKH28L/R-2 -- -- 16 3-1/16 6-1/2 1-3/8 (10) 16d (8) 10d 1380 1585 1725 1235 1360 1190 1370 1490 1065 1280

(2) 2 x 10 - 12 - 14 *SKH210L/R-2 SUR/L210-2 16 3-1/16 8-1/2 1-3/8 (14) 16d (10) 10d 1930 2220 2415 1545 1565 1665 1915 2085 1335 1565 (2) 2 x 12 - 14 - 16 *SKH212L/R-2 -- -- 16 3-1/16 10-1/2 1-3/8 (16) 16d (10) 10d 2210 2540 2760 1545 1565 1905 2190 2380 1335 1565

(2) 1-1/2 x 9-1/4 - 14 *SKH1520L/R-2 -- -- 16 3-1/16 8-1/2 1-7/8 (14) 10d (10) 10d x 1-1/2 1625 1870 2030 1505 1565 1400 1610 1750 1295 1550 (2) 1-1/2 x 11-1/4 - 16 *SKH1524L/R-2 SUR/L214-2 16 3-1/16 10-1/2 1-7/8 (16) 10d (10) 10d x 1-1/2 1855 2135 2320 1505 1565 1600 1840 2000 1295 1550

3-1/2 x 8 - 14 *SKH410L/R SUR/L410 14 3-9/16 8-1/2 2-1/2 (16) 16d (10) 16d 2240 2540 2540 1565 1565 1935 2225 2420 1565 1565

3-1/2 x 12 - 18 *SKH414L/R SUR/L414 14 3-9/16 12-1/2 2-1/2 (22) 16d (10) 16d 3080 3540 3850 1565 1565 2660 3060 3330 1565 1565 3-1/2 x 16 - 18 *SKH418L/R -- -- 14 3-9/16 16-1/2 2-1/2 (28) 16d (10) 16d 3920 4510 4900 1565 1565 3390 3895 4235 1565 1565

4 x 6 - 8 *SKH46L/R SUR/L46 14 3-9/16 4-3/4 2-1/2 (10) 16d (6) 16d 1400 1590 1590 1120 1345 1210 1390 1515 970 1160 4 x 10 - 12 - 14 *SKH410L/R SUR/L410 14 3-9/16 8-1/2 2-1/2 (16) 16d (10) 16d 2240 2540 2540 1565 1565 1935 2225 2420 1565 1565

4 x 14 - 16 - 18 *SKH414L/R SUR/L414 14 3-9/16 12-1/2 2-1/2 (22) 16d (10) 16d 3080 3540 3850 1565 1565 2660 3060 3330 1565 1565

4 x 18 *SKH418L/R -- -- 14 3-9/16 16-1/2 2-1/2 (28) 16d (10) 16d 3920 4510 4900 1565 1565 3390 3895 4235 1565 1565

(2) 2 - 2-1/8 x 9-1/4 - 14 *SKH2020L/R-2 HSUR/L4.12/9, HSUR/L4.28/9

14 4-3/16 9-1/4 3-1/2 (14) 10d (10) 10d 1650 1900 2065 1575 1890 1430 1640 1785 1360 1630

(2) 2 - 2-1/8 x 11-1/4 - 18 *SKH2024L/R-2 HSUR/L4.12/11, HSUR/L4.28/11

14 4-3/16 11-1/4 3-1/2 (16) 10d (10) 10d 1890 2170 2360 1575 1890 1630 1875 2040 1360 1630

(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 1650 1900 2065 1575 1890 1430 1640 1785 1360 1630 (2) 2-5/16 x 11-1/4 - 18 *SKH2324L/R-2 HSUR/L4.75/11 14 4-7/8 11-1/4 3-1/2 (16) 10d (10) 10d 1890 2170 2360 1575 1890 1630 1875 2040 1360 1630

(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 1650 1900 2065 1575 1890 1430 1640 1785 1360 1630 (2) 2-1/2 x 11-1/4 - 16 *SKH2524L/R-2 HSUR/L5.12/11 14 5-1/8 11-1/4 3-1/2 (16) 10d (10) 10d 1890 2170 2360 1575 1890 1630 1875 2040 1360 1630

2 x 6 - 8 SKHH26L/R -- -- 14 1-5/8 5-1/8 3-1/4 (18) 16d (12) 10d x 1-1/2 1510 1740 1890 1825 2190 1305 1505 1635 1585 1900

2 x 8 - 10 - 12 SKHH28L/R -- -- 14 1-5/8 7 3-1/4 (26) 16d (16) 10d x 1-1/2 2185 2510 2730 2430 2920 1890 2170 2360 2110 2535 2 x 10 - 12 - 14 SKHH210L/R -- -- 14 1-5/8 9 4-1/4 (34) 16d (20) 10d x 1-1/2 2855 3285 3570 3040 3650 2470 2840 3085 2640 3170

(2) 2 x 6 - 8 SKHH26L/R-2 HSUR/L26-2 14 3-1/16 5-1/4 2 (12) 16d (4) 16d x 2-1/2 1680 1930 2100 745 895 1450 1670 1815 645 775 (2) 2 x 10 - 12 - 14 SKHH210L/R-2 HSUR/L210-2 14 3-1/16 8-1/2 2 (20) 16d (6) 16d x 2-1/2 2800 3220 3500 1120 1345 2420 2785 3025 970 1160

(2) 2 x 14 - 16 SKHH214L/R-2 HSUR/L214-2 14 3-1/16 12-1/2 2 (26) 16d (10) 16d x 2-1/2 3640 4185 4550 1865 2240 3145 3620 3935 1615 1935

4 x 6 - 8 SKHH46L/R HSUR/L46 14 3-9/16 5-1/4 2-1/2 (12) 16d (6) 16d 1680 1930 2100 1120 1345 1450 1670 1815 970 1160 4 x 10 - 12 - 14 SKHH410L/R HSUR/L410 14 3-9/16 8-1/2 2-1/2 (20) 16d (10) 16d 2800 3220 3500 1865 2240 2420 2785 3025 1615 1935

4 x 14 - 16 - 18 SKHH414L/R HSUR/L414 14 3-9/16 12-1/2 2-1/2 (26) 16d (10) 16d 3640 4185 4550 1865 2240 3145 3620 3935 1615 1935

1) Uplift loads have been increased 33-1/3% or 60% for wind and seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝" long. 3) 16d x 2-1/2 nails are 8 gauge (0.162˝ diameter) by 2-1/2˝ long. 4) Minimum nail embedment shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. *Miter cut required on end of joist to achieve design loads.

USPStock No.

SteelGauge

Uplift1 Roof Uplift1

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

DF-L / SP S-P-F

Roof

H

DWWD

H

SKH210R SKHH210L-2 SKH2520R-2

Typical SKH2520R-2staggered I-Joist installation

Right skew

Typical SKH26LinstallationLeft skew

USP2000-071

Panel Hangers – FH, FHD, KF, & PHG seriesHH

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KF – Fastens to joist ends quickly with nails.

PHG – Features a gripper design to hold the joist inplace without nailing during the assembly process.

FH – Receives a joist from only one side.

FHD – Straddles the header and receives a joistfrom both sides.

Materials: 18 gaugeFinish: G90 galvanizingCodes: NER 564, ICBO 2039, ICBO 2725,

L.A. City RR 25104 & RR 23888, FL817

Installation:• Use all specified fasteners. See Product Notes,page 16.• In panelized construction, installers are allowed tonail through both the sheathing and the hanger topflange with (1) 10d nail. The nail should be centered in the top flange and be no closer than1/4˝ from the back or front edge of the top flange.• Use locator window to center hanger on purlincenter line.• KF & PHG – These hangers do not provideuplift resistance.

Typical KF26installation

TF

H

W D

Locatorwindows

KF26

TF

H

W D

Locatorwindows

PHG26

TF

H

DW

Locator window

3 3/4˝

TF

H

DW

FHD

FH

Typical FHinstallation

FloorJoist Size Ref. No. W H D TF5 Header Joist 100% 115% 125% 133% 160%

KF24 -- -- 18 1-9/16 3-7/16 7/8 1-1/16 (2) 10d (1) 10d x 1-1/2 570 570 570 -- -- -- --

PHG24 HF24N 18 1-9/16 3-1/2 1-3/16 1-1/16 (2) 8d (2) grippers 580 580 580 -- -- -- -- FHD24 -- -- 18 1-9/16 3-1/2 1-1/2 specify (4) 16d (2) 10d x 1-1/2 1235 1235 1235 175 175

KF26 F26P 18 1-9/16 5-5/16 1-1/16 1-1/16 (2) 10d (1) 10d x 1-1/2 570 570 570 -- -- -- -- PHG26 HF26N 18 1-9/16 5-3/8 1 1-1/16 (2) 10d (2) grippers 650 650 650 -- -- -- --

FH26 -- -- 18 1-9/16 5-3/8 1-1/2 1-7/16 (4) 16d (2) 10d x 1-1/2 1235 1235 1235 175 175

FHD26 -- -- 18 1-9/16 5-3/8 1-1/2 specify (4) 16d (2) 10d x 1-1/2 1235 1235 1235 175 175 FH28 -- -- 18 1-9/16 7-1/4 1-1/2 1-7/16 (4) 16d (2) 10d x 1-1/2 1235 1235 1235 175 175

FHD28 -- -- 18 1-9/16 7-1/4 1-1/2 specify (4) 16d (2) 10d x 1-1/2 1235 1235 1235 175 175 FH210 -- -- 18 1-9/16 9-1/4 1-1/2 1-7/16 (4) 16d (2) 10d x 1-1/2 1235 1235 1235 175 175

FHD210 -- -- 18 1-9/16 9-1/4 1-1/2 specify (4) 16d (2) 10d x 1-1/2 1235 1235 1235 175 175

FH212 -- -- 18 1-9/16 11-1/4 1-1/2 1-7/16 (4) 16d (2) 10d x 1-1/2 1235 1235 1235 175 175 FHD212 -- -- 18 1-9/16 11-1/4 1-1/2 specify (4) 16d (2) 10d x 1-1/2 1235 1235 1235 175 175

FH214 -- -- 18 1-9/16 13-1/4 1-1/2 1-7/16 (4) 16d (2) 10d x 1-1/2 1235 1235 1235 175 175 FHD214 -- -- 18 1-9/16 13-1/4 1-1/2 specify (4) 16d (2) 10d x 1-1/2 1235 1235 1235 175 175

PHG24-2 -- -- 18 3-1/8 3-1/2 1 1-1/8 (2) 10d (4) grippers 650 650 650 -- -- -- --

KF24-2 F24-2 18 3-1/8 3-1/2 1 1-3/16 (2) 10d (1) 10d x 1-1/2 695 695 695 -- -- -- -- PHG26-2 -- -- 18 3-1/8 5-3/8 1 1-1/8 (2) 10d (4) grippers 650 650 650 -- -- -- --

KF26-2 F26-2 18 3-1/8 5-3/8 1 1-3/16 (2) 10d (1) 10d x 1-1/2 810 810 810 -- -- -- -- PHG34 HF34N 18 2-9/16 3-1/2 1 1-1/8 (2) 10d (2) grippers 650 650 650 -- -- -- --

KF34 -- -- 18 2-9/16 3-7/16 1 1-1/8 (2) 10d (1) 10d x 1-1/2 695 695 695 -- -- -- --

PHG36 HF36N 18 2-9/16 5-3/8 1 1-1/8 (2) 10d (4) grippers 650 650 650 -- -- -- -- KF36 -- -- 18 2-9/16 5-3/8 1 1-1/8 (2) 10d (1) 10d x 1-1/2 770 770 770 -- -- -- --

4 x 4 KF44 F44 18 3-9/16 3-3/8 1 1-1/8 (2) 10d (1) 10d x 1-1/2 1000 1000 1000 -- -- -- -- 4 x 6 KF46 F46 18 3-9/16 5-3/8 1 1-1/8 (2) 10d (1) 10d x 1-1/2 1000 1000 1000 -- -- -- --

1) Loads listed are per side. 2) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) Minimum nail embedment shall be 1-5/16˝ for 8d nails, 1-1/2˝ for 10d nails, and 1-5/8" for 16d nails. 4) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 10d x 1-1/2 nails may be substituted for 16d header nails with a maximum load of 960 lbs. 5) "Specify" denotes the required top flange width that must be specified at the time of ordering.

3 x 4

3 x 6

DF-L / SP

2 x 4

2 x 6

2 x 8

2 x 10

2 x 12

2 x 14

(2) 2 x 4

(2) 2 x 6

Dimensions Fastener Schedule3,4 Allowable Loads (Lbs.) 1

USPStock No.

SteelGauge

Roof Uplift2

Typical PHG26installation

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®Purlin Hangers – JDS, JP, & JPF series

TF

H

W 1 1/2˝

Patenteddimple allows30º to 45˚nailing

JPF24

Typical JPF24installation

Typical JP26Sinstallation

JP26S W

TF

1 1/2˝

H

JDS24S

Typical JDS24Sinstallation

JDS – Medium capacity hanger with a double lap seat.

JP – Light capacity hanger with scalloped design.

JPF – Medium capacity purlin hanger with double shear nailing.


Patents: #5,217,317 – JPF series

Installation:• Use all specified fasteners. See Product Notes, page 16.• Use locator window to center hanger on purlin center line.• Diamond holes on JPF allow optional header nailing.• JPF - Joist nails must be driven at a 30° to 45° angle through thepurlin into the header to achieve listed loads. Standard length “double shear” nails must be used to achieve listed load values.• JPF - 16d sinkers (9 gauge x 3 1/4˝ ) may be used where 10d commons are specified with no load reduction.

Typical JDS24installation

2x Header

Locatorwindows

TF

H

W 1˝

1 3/4˝Header

Typical JP26D175installation

JP26D

Floor Floor

Ref. No. W H TF Top Face Joist 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

(2) 10d -- -- (2) 10d 1070 1070 1070 260 315 800 800 800 215 235

(2) 10d (2) 10d (2) 10d 1275 1275 1275 470 470 950 950 950 350 350

(2) 10d -- -- (2) 10d 1070 1070 1070 260 315 800 800 800 215 235(2) 10d (2) 10d (2) 10d 1275 1275 1275 470 470 950 950 950 350 350

1) Uplift loads have been increased 33-1/3% or 60% for wind and seismic loads; no further increase shall be permitted. 2) JPF cannot be used back to back on a single ply header when optional nailing is used. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails.

Uplift1PurlinSize

USPStock No.

SteelGauge

Roof Uplift1Roof

Dimensions Fastener Schedule3 Allowable Loads (Lbs.)

DF-L / SP S-P-FHeader2

1-9/16

1-1/16

1-1/16

3-3/8

5-3/8

1-9/16

2 x 6 JPF26 PF26 20

2 x 4 JPF24 PF24 20

Floor

Purlin Size Ref. No. W H TF Header 100% 115% 125% 133% 160%

2 x 4 single JP24S -- -- 18 1-9/16 3-1/2 3/4 (3) 8d x 1-1/2 (2) 8d x 1-1/2 250 250 250 115 140

2 x 6 single JP26S -- -- 18 1-9/16 5-1/2 3/4 (4) 8d x 1-1/2 (4) 8d x 1-1/2 375 375 375 235 280

2 x 4 saddle JP24D -- -- 18 1-9/16 3-1/2 1-9/16 (6) 8d x 1-1/2 (2) 8d x 1-1/2 500 500 500 235 280 2 x 6 saddle JP26D -- -- 18 1-9/16 5-1/2 1-9/16 (8) 8d x 1-1/2 (4) 8d x 1-1/2 750 750 750 470 565

2 x 6 saddle JP26D175 -- -- 18 1-9/16 5-13/32 1-3/4 (8) 8d x 1-1/2 (4) 8d x 1-1/2 750 750 750 470 565 2 x 4 saddle JDS24 PFD24 20 1-9/16 3-1/2 1-9/16 (8) 8d x 1-1/2 (4) 8d x 1-1/2 965 965 965 470 565

2 x 4 single JDS24S PF24A 20 1-9/16 3-1/2 3/4 (4) 8d x 1-1/2 (4) 8d x 1-1/2 445 470 490 235 280

2 x 6 saddle JDS26 PFD26 18 1-9/16 5-1/2 1-9/16 (8) 8d x 1-1/2 (6) 8d x 1-1/2 965 965 965 470 565 2 x 6 single JDS26S PF26A 18 1-9/16 5-1/2 3/4 (4) 8d x 1-1/2 (6) 8d x 1-1/2 445 470 490 235 280

1) Uplift loads have been increased 33-1/3% or 60% for wind and seismic loads; no further increase shall be permitted. 2) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long.


Roof Uplift1EachPurlin

DF-L / SP

USPStock No.

SteelGauge

Dimensions Fastener Schedule2

Typical JPF24back-to-back installation


faster installation


Versatile heavy-duty top flange hanger attaches to bothwood and masonry. Unique design allows builders to useone style hanger on the job when the structure has a variety of support materials.

Materials: Top Flange – 1/4˝ steel; Stirrup – 7 gaugeFinish: USP primer

Options: See Specialty Options Chart on page 112.Codes: SBCCI 2031C, FL859-R1

Installation:• Use all specified fasteners. See Product Notes, page 16.• NA21 nails are included with hangers where specified.• NA21 nails are not recommended for use with LVL,PSL, or LSL headers.• Masonry design load values apply to both solid concretetie beams and grout-filled CMU walls.• Alternate installation – Use (2) 1/2˝ x 4˝ PowersFasteners Wedge-Bolts® or equal for loads up to 2,400 lbs.when attaching to CMU. Loads shall not exceed table loads.

H

W

3 1/2˝ 3 1/2˝

10˝

Typical HWUH410wood-to-wood installation

Typical HWUH410wood-to-masonry installationHWUH410

Floor

Ref. No. W H Header Joist 100% 115% 125% 133% 160%

(6) 10d

(2) 1/2 x 6 Emb. J-Bolt

(6) 10d(2) 1/2 x 6 Emb. J-Bolt

(6) 10d(2) 1/2 x 6 Emb. J-Bolt

(6) 10d

(2) 1/2 x 6 Emb. J-Bolt(6) 10d

(2) 1/2 x 6 Emb. J-Bolt(6) 10d

(2) 1/2 x 6 Emb. J-Bolt

(6) 10d(2) 1/2 x 6 Emb. J-Bolt

(6) 10d

(2) 1/2 x 6 Emb. J-Bolt(6) 10d

(2) 1/2 x 6 Emb. J-Bolt(6) 10d

(2) 1/2 x 6 Emb. J-Bolt

(6) 10d(2) 1/2 x 6 Emb. J-Bolt

(6) 10d(2) 1/2 x 6 Emb. J-Bolt

(6) 10d

(2) 1/2 x 6 Emb. J-Bolt(6) 10d

(2) 1/2 x 6 Emb. J-Bolt(6) 10d

(2) 1/2 x 6 Emb. J-Bolt

(6) 10d(2) 1/2 x 6 Emb. J-Bolt

(6) 10d

(2) 1/2 x 6 Emb. J-Bolt(6) 10d

(2) 1/2 x 6 Emb. J-Bolt

Dimensions Fastener Schedule1,3Allowable Loads (Lbs.)

Uplift4Roof

DF-L / SP

-- --

2 x 8 HWUH28 -- --

Beam/Joist Size

USPStock No.

2 x 4 - 6 HWUH26

HWUH210 -- --

2 x 12 HWUH212 -- --

2 x 10

2 x 14 HWUH214 -- --

2 x 16 HWUH216 -- --

3 x 6 HWUH36 -- --

3 x 8 HWUH38 -- --

3 x 10 HWUH310 -- --

3 x 12 HWUH312 -- --

3 x 14 HWUH314 -- --

3 x 16 HWUH316 -- --

(2) 2 x 6 HWUH26-2 -- --

(2) 2 x 8 HWUH28-2 -- --

(2) 2 x 10 HWUH210-2 -- --

(2) 2 x 12 HWUH212-2 -- --

(2) 2 x 14 HWUH214-2 -- --

(2) 2 x 16 HWUH216-2 -- --

1-5/8

1-5/8

1-5/8

1-5/8

1-5/8

1-5/8

2-5/8

2-5/8

2-5/8

2-5/8

2-5/8

2-5/8

3-1/8

3-1/8

3-1/8

3-1/8

5-3/8

7-1/8

9-1/8

5-3/8

11

13

5-3/8

7-1/8

9-1/8

16

11

13

16

7-1/8

9-1/8

11

13

16

3-1/8

3-1/8

2265

2265 2265 2265

2265 2265

2265 2265 2265

2265 2265 2265

2265 2265 2265

2265 2265 2265

775 930

775 930

775 930

775 930

775 930

775 930

1035

3800 3800 3800 865 1035

3800 3800 3800 865

1035

3800 3800 3800 865 1035

3800 3800 3800 865

1035

3800 3800 3800 865 1035

3800 3800 3800 865

1035

3800 3800 3800 865 1035

3800 3800 3800 865

1035

3800 3800 3800 865 1035

3800 3800 3800 865

1035

3800 3800 3800 865 1035

3800 3800 3800 865

(4) 10d x 1-1/2

(4) 10d x 1-1/2

(4) 10d x 1-1/2

(4) 10d x 1-1/2

(4) 10d x 1-1/2

(4) 10d x 1-1/2

(4) 10d

(4) 10d

(4) 10d

(4) 10d

(4) 10d

(4) 10d

(4) 10d

(4) 10d

(4) 10d

(4) 10d

(4) 10d

(4) 10d


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®Heavy-Duty Welded Universal Hangers – HWUH series

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®

Floor

Ref. No. W H Header Joist 100% 115% 125% 133% 160%

(6) NA21

(2) 1/2 x 6 Emb. J-Bolt

(6) NA21(2) 1/2 x 6 Emb. J-Bolt

(6) NA21(2) 1/2 x 6 Emb. J-Bolt

(6) NA21(2) 1/2 x 6 Emb. J-Bolt

(6) NA21

(2) 1/2 x 6 Emb. J-Bolt(6) NA21

(2) 1/2 x 6 Emb. J-Bolt(6) NA21

(2) 1/2 x 6 Emb. J-Bolt

(6) NA21(2) 1/2 x 6 Emb. J-Bolt

(6) NA21(2) 1/2 x 6 Emb. J-Bolt

(6) NA21

(2) 1/2 x 6 Emb. J-Bolt(6) NA21

(2) 1/2 x 6 Emb. J-Bolt(6) NA21

(2) 1/2 x 6 Emb. J-Bolt

(6) NA21(2) 1/2 x 6 Emb. J-Bolt

(6) NA21(2) 1/2 x 6 Emb. J-Bolt

(6) NA21

(2) 1/2 x 6 Emb. J-Bolt(6) NA21

(2) 1/2 x 6 Emb. J-Bolt(6) NA21

(2) 1/2 x 6 Emb. J-Bolt

(6) NA21(2) 1/2 x 6 Emb. J-Bolt

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) NA21 nails are 6 gauge (0.192˝ diameter) by 1-3/4˝ long and are included with 4x, 6x, and 8x HWUH hangers.

4) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails.

HWUH46 -- -- 3-9/16 5-3/8

4 x 8 HWUH48 -- --

4 x 6

4 x 10 HWUH410 -- --

4 x 12 HWUH412 -- --

4 x 14 HWUH414 -- --

4 x 16 HWUH416 -- --

6 x 6 HWUH66 -- --

6 x 8 HWUH68 -- --

6 x 10 HWUH610 -- --

6 x 12 HWUH612 -- --

6 x 14 HWUH614 -- --

6 x 16 HWUH616 -- --

8 x 6 HWUH86 -- --

8 x 8 HWUH88 -- --

8 x 10 HWUH810 -- --

8 x 12 HWUH812 -- --

8 x 14 HWUH814 -- --

8 x 16 HWUH816 -- --

7-1/8

9-1/8

Dimensions

9-1/8

11

13

11

13

16

5-3/8

16

3-9/16

3-9/16

3-9/16

3-9/16

3-9/16

5-1/2

5-1/2

5-1/2

7-1/8

7-1/2

5-1/2

5-1/2

5-1/2

7-1/2

7-1/2

5-3/8

7-1/8

9-1/8

11

13

16

7-1/2

7-1/2

7-1/2

Beam/Joist Size

USPStock No.

Roof Uplift4

5165 5165(4) 10d

Fastener Schedule1,3 Allowable Loads (Lbs.)

5165 865 1035

1035

1035

5165 5165 5165 865 1035

5165 5165 5165

1035

5165 5165 5165 865 1035

5165 5165 5165 865

(4) 10d

(4) 10d

(4) 10d

(4) 10d

865

5165 5165 5165 865

(4) 10d

(4) 10d 5165 5165 1035

(4) 10d 5165 5165 5165 865 1035

5165

5165 865

865 1035

(4) 10d 5165 5165 5165 865 1035

(4) 10d 5165 5165

(4) 10d 5165 5165 5165

865 1035

(4) 10d 5165 5165 5165

865 1035

865 1035

865 1035

(4) 10d 5165

(4) 10d 5165 5165 5165

5165 5165

(4) 10d 5165 5165 5165

(4) 10d 5165 5165 5165

5165

865 1035

865 1035

865 1035

DF-L / SP

865 1035

(4) 10d 5165

(4) 10d 5165 5165 5165

5165

Option Skewed 1,3 Sloped Seat2,3 Sloped / Skewed 1,2,3Top Flange Offset Saddle

Range 1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed -- --

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) All sloped, skewed, or combinations require bevel cut on joist in all applications.

-- --

AllowableLoads

Ordering

100% of table load


to product number.Ex. HWUH410-SK45R

100% of table load 100% of table load


3-9/16˝ to 5-1/2˝5-9/16˝ to 7-1/2˝


to product number.Ex. HWUH410-SA=5-1/2˝

% of tableload:60%75%85%


to product number.Ex. HWUH410-SL30D

See Sloped Seat and Skewed.Ex. HWUH410-SK45RSL30D

Add OS,and right (R)or left (L),to product number.

Ex. HWUH410-OSL



Heavy-Duty Welded Universal Hangers – HWUH series cont.

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®Masonry Hangers – MPH series

Typical MPHdouble ply installation

Typical MPHsingle ply installation

Install with (2) 16dduplex nails ingrouted cells

Install with (2) 16dduplex nails ingrouted cells

These hangers are designed to support standard lumber joists, I-Joists, or beams. Easy installation into concrete block walls makes theMPH an attractive alternative to fabricating seats in masonry (or attaching ledgers) to support joists or beams.


Options: All nominal lumber sizes are available forrough/full size lumber. See Specialty OptionsChart on page 113.


Installation:• Use all specified fasteners. See Product Notes, page 16.• 16d duplex nails are not supplied with MPH hangers.• Place hanger into position on top of concrete block. Install (2) 16dduplex nails (8 gauge or 0.162˝ dia. x 31⁄2˝ double head) through thetop flange nail holes. Then continue laying the next course of block.• A minimum of one course shall be laid over hanger top flange and onecourse below hanger top flange. Courses adjacent to the top flangeshall be subsequently grouted.• These products do not provide uplift resistance.

Floor

Ref. No. W H L Block Joist 100% 115% 125%

2 x 10 MPH210 WM210 12 1-9/16 9-1/4 7 (2) 16d duplex (2) 10d x 1-1/2 2600 2635 2660


2 x 14 MPH214 WM214 12 1-9/16 13-1/8 7 (2) 16d duplex (2) 10d x 1-1/2 2600 2635 2660 2 x 16 MPH216 WM216 12 1-9/16 15-1/8 7 (2) 16d duplex (2) 10d x 1-1/2 2600 2635 2660

(2) 2 x 10 MPH210-2 WM210-2 12 3-1/8 9-1/4 7 (2) 16d duplex (2) 10d 4280 4280 4280 (2) 2 x 12 MPH212-2 WM212-2 12 3-1/8 11-1/4 7 (2) 16d duplex (2) 10d 4280 4280 4280

(2) 2 x 14 MPH214-2 WM214-2 12 3-1/8 13-1/8 7 (2) 16d duplex (2) 10d 4280 4280 4280

(2) 2 x 16 MPH216-2 WM216-2 12 3-1/8 15-1/8 7 (2) 16d duplex (2) 10d 4280 4280 4280 3 x 10 MPH310 WM310 12 2-9/16 9-1/4 7 (2) 16d duplex (2) 10d x 1-1/2 3240 3240 3240

3 x 12 MPH312 WM312 12 2-9/16 11-1/4 7 (2) 16d duplex (2) 10d x 1-1/2 3240 3240 3240 3 x 14 MPH314 WM314 12 2-9/16 13-1/8 7 (2) 16d duplex (2) 10d x 1-1/2 3240 3240 3240


4 x 10 MPH410 WM410 12 3-9/16 9-1/4 7 (2) 16d duplex (2) 10d 4280 4280 4280 4 x 12 MPH412 WM412 12 3-9/16 11-1/4 7 (2) 16d duplex (2) 10d 4280 4280 4280

4 x 14 MPH414 WM414 12 3-9/16 13-1/8 7 (2) 16d duplex (2) 10d 4280 4280 4280 4 x 16 MPH416 WM416 12 3-9/16 15-1/8 7 (2) 16d duplex (2) 10d 4280 4280 4280

6 x 10 MPH610 WM610 12 5-9/16 9-1/4 7 (2) 16d duplex (2) 10d 4280 4280 4280

6 x 12 MPH612 -- -- 12 5-9/16 11-1/4 7 (2) 16d duplex (2) 10d 4280 4280 4280 6 x 14 MPH614 -- -- 12 5-9/16 13-1/8 7 (2) 16d duplex (2) 10d 4280 4280 4280


8 x 12 MPH812 -- -- 12 7-9/16 11-1/4 8 (2) 16d duplex (2) 10d 4280 4280 4280


1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) Masonry compressive strength shall be minimum 1500 psi. 3) Duplex nails are No. 8 wire gauge (0.162˝ diameter) and 3-1/2˝ long, double headed nails and shall be installed in grouted cells in accordance to manufacturer's installation specifications. 4) Minimum nail embedment shall be 1-1/2˝ for 10d nails.

Dimensions Fastener Schedule1,3 Allowable Loads (Lbs.) 2

Roof

DF-L / SP

Beam/Joist Size

USPStock No.

SteelGauge


MPH

H

W

3 3/4˝

2 1/2˝

L

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Option Skewed1 Sloped Seat2 Sloped / Skewed1,2Top Flange Offset

Range 1˚ to 60˚ 1˚ to 45˚ See Sloped Seat and Skewed

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.

See Sloped Seat and Skewed.Ex. MPH210-SK45RSL30D

Add OS,andright (R)or left (L),to product number.Ex. MPH210-OSL


Ordering

100% of table load

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

to product number.Ex. MPH210-SK45R


to product number.Ex. MPH210-SL30D


3-9/16˝ to 5-1/2˝5-9/16˝ to 7-1/2˝

% of table load:60%75%85%

-- --

AllowableLoads

Floor

Ref. No. W H L Block Joist 100% 115% 125%

3-1/8 x glulam MPH325 -- -- 12 3-1/4 specify 7 (2) 16d duplex (2) 10d 4280 4280 4280

5-1/8 x glulam MPH525 -- -- 12 5-1/4 specify 7 (2) 16d duplex (2) 10d 4280 4280 4280

1) Masonry compressive strength shall be minimum 1500 psi. 2) Duplex nails are No. 8 wire gauge (0.162˝ diameter) and 3-1/2˝ long, double headed nails and shall be installed in grouted cells in accordance to manufacturer's installation specifications. 3) Minimum nail embedment shall be 1-1/2˝ for 10d nails.

Beam/Joist Size

USPStock No.

SteelGauge

Roof

DF-L / SP

Dimensions Fastener Schedule2 Allowable Loads (Lbs.) 1

Glulam sizes


Floor Floor

Ref. No. W Header2,3 Joist4 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

UMH358 -- -- 3-5/8

UMH458 -- -- 4-5/8 UMH538 -- -- 5-3/8

UMH558 -- -- 5-5/8 UMH718 -- -- 7-1/8

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Fasten UMH hanger to concrete structure with two 3/4˝ dia. Powers Fasteners Wedge-Bolts® or equal with 5˝ minimum embedment. Bolts shall be installed in masonry with grouted cells in accordance with manufacturer's installation specifications. 3) Bolts must conform to ASTM A 307 or better. 4) Minimum nail embedment shall be 1-5/8˝ for 16d nails.

Roof Uplift1

Fastener Schedule Allowable Loads (Lbs.)

Concrete - 2000 psi Cast in Place Concrete - 3000 psi

Uplift1

DF-L / SP

5200 5200 3990

USPStock No.

SteelGauge

Roof

1/4 3990 4785(2) 3/4 (16) 16d 4785 5870 5870 58705200

Lintel with (1) #5 rebarcontinuous cell

2 3/4˝ bolts. (see footnote 2)

3 1/2˝ Min. joist bearing


Typical UMHinstallation

15 1/2˝

5˝W

UMH

Universal Masonry Hangers – UMH series

A versatile solution for hanging beams from masonry walls.Face mount design allows hanger to be used with beamheights from 16˝ to 24˝. Available in a variety of widthsfor solid sawn, glulam, or engineered lumber beams.

Materials: 1/4˝ steelFinish: USP primerCodes: Dade County, FL 04-1122.03, FL5631

Installation:• Use all specified fasteners. See Product Notes, page 16.• Fully grouted and reinforced concrete block or cast-in-placeconcrete with a minimum of (1) #5 rebar continuous tofooting with standard hook at bolt locations.• Minimum joist bearing length is 31/2˝.

Masonry Hangers – MPH series continued

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®Narrow Flange Masonry Hangers – NFM series

NFM – Standard design.

NFM_U – High uplift design.

Materials: See chartFinish: USP primerCodes: Dade County, FL 06-0831.04,

All models except:NFM3X8U, NFM35X8U,NFM35X14U, NFM6X8U,NFM6X10U, NFM6X12U,& NFM6X14U

Installation:• Use all specified fasteners. See Product Notes,page 16.• Designed for both concrete walls andgrout-filled reinforced CMU walls.

Option Skewed1,2

Range 1˚ to 45˚

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

Ordering

AllowableLoads

100% of table load


to product number.Ex. NFM3-SK45R

Typical NFM45installation

NFM3

Floor

Ref. No. W H Header3,4 Joist 5,6100% 115% 125% 133% 160%

NFM3X8 -- -- 3/8 7 3-1/8 7-1/4 (1) 1/2 x J-Bolt (10) 10d 5835 5835 5835 945 945

NFM3X10 -- -- 3/8 7 3-1/8 9-1/4 (1) 1/2 x J-Bolt (12) 10d 5835 5835 5835 1135 1135

NFM3X12 -- -- 3/8 7 3-1/8 11-1/4 (1) 1/2 x J-Bolt (14) 10d 5835 5835 5835 1325 1325 NFM3 -- -- 3/8 7 3-3/8 11-3/4 (1) 1/2 x J-Bolt (14) 10d 5835 5835 5835 1325 1325

NFM35X8 -- -- 3/8 7 3-5/8 7-1/4 (1) 1/2 x J-Bolt (10) 10d 5835 5835 5835 945 945 NFM35X10 -- -- 3/8 7 3-5/8 9-1/4 (1) 1/2 x J-Bolt (12) 10d 5835 5835 5835 1135 1135

NFM35X12 -- -- 3/8 7 3-5/8 11-1/4 (1) 1/2 x J-Bolt (14) 10d 5835 5835 5835 1325 1325

NFM35X1178 -- -- 3/8 7 3-5/8 11-7/8 (1) 1/2 x J-Bolt (14) 10d 5835 5835 5835 1325 1325 NFM35X16 -- -- 3/8 7 3-5/8 16 (1) 1/2 x J-Bolt (14) 10d 5835 5835 5835 1325 1325

NFM35X18 -- -- 3/8 7 3-5/8 18 (1) 1/2 x J-Bolt (14) 10d 5835 5835 5835 1325 1325 NFM45 -- -- 3/8 7 4-3/4 11-3/4 (1) 1/2 x J-Bolt (14) 10d 5835 5835 5835 1325 1325

NFM6X1178 -- -- 3/8 7 5-5/8 11-7/8 (1) 1/2 x J-Bolt (14) 10d 5835 5835 5835 1325 1325

NFM6X16 -- -- 3/8 7 5-5/8 16 (1) 1/2 x J-Bolt (14) 10d 5835 5835 5835 1325 1325 NFM6X18 -- -- 3/8 7 5-5/8 18 (1) 1/2 x J-Bolt (14) 10d 5835 5835 5835 1325 1325

NFM3X8U -- -- 3/8 7 3-1/8 7-1/4 (1) 1/2 x J-Bolt (3) 1/2 5955 5955 5955 2070 2070 NFM3X10U MBHA3.12/9.25 3/8 7 3-1/8 9-1/4 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450

NFM3X12U MBHA3.12/11.25 3/8 7 3-1/8 11-1/4 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450

NFM3U -- -- 3/8 7 3-3/8 11-3/4 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450 NFM35X8U MBHA3.56/7.25 3/8 7 3-5/8 7-1/4 (1) 1/2 x J-Bolt (3) 1/2 5955 5955 5955 2070 2070

NFM35X10U MBHA3.56/9.25 3/8 7 3-5/8 9-1/4 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450 NFM35X12U MBHA3.56/11.25 3/8 7 3-5/8 11-1/4 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450


NFM35X14U MBHA3.56/14 3/8 7 3-5/8 14 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450 NFM35X16U MBHA3.56/16 3/8 7 3-5/8 16 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450

NFM35X18U MBHA3.56/18 3/8 7 3-5/8 18 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450 NFM45U -- -- 3/8 7 4-3/4 11-3/4 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450


NFM6X10U MBHA5.50/9.25 3/8 7 5-5/8 9-1/4 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450 NFM6X12U MBHA5.50/11.25 3/8 7 5-5/8 11-1/4 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450

NFM6X1178U MBHA5.50/11.88 3/8 7 5-5/8 11-7/8 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450 NFM6X14U MBHA5.50/14 3/8 7 5-5/8 14 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450

NFM6X16U MBHA5.50/16 3/8 7 5-5/8 16 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450

NFM6X18U MBHA5.50/18 3/8 7 5-5/8 18 (1) 1/2 x J-Bolt (5) 1/2 5955 5955 5955 3450 3450

1) Allowable loads are based on 2500 psi concrete or masonry. 2) Design loads are governed by test ultimate loads with a safety factor of three. 3) J-Bolt shall be cast-in-place and have a minimum 6˝ embedment and not less than 4˝ from the edge of concrete. 4) In addition to the J-Bolt, "U" models also require a 3/4˝ dia. ITW Ramset/Redhead Dyna Bolt sleeve anchor or equal with minimum 5˝ embedment depth installed in the face. Bolt shall be installed in accordance with installation specifications provided by ITW Ramset. 5) Bolts shall conform to ASTM A 307 or better. 6) Minimum nail embedment shall be 1-1/2˝ for 10d nails.

Dimensions Fastener ScheduleSteel Gauge Allowable Loads (Lbs.)1,2

DF-L / SP

USPStock No.

Roof UpliftTopFlange

U-Strap

Typical NFM45Uinstallation

H

W

5 1/2˝

3 1/2˝

NFM Specialty Options Chart –refer to Specialty Options pages206 to 209 for additional details.

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®EWP Hangers

Supported Member Supporting Member

HangerType

USPSeries

SteelGauge F

ace

Mou

nt

Top

Mou

nt

Slo

ped

/ Ske

wed

For

med

Wel

ded

I-J

oist

LVL

, LSL

, PSL

Tru

ss

Glu

lam

Dim

ensi

onal

Woo

d

I-J

oist

LVL

, LSL

, PSL

Tru

ss

Glu

lam

Mas

onry

LVL

DF-

L / S

P

Mas

onry

18 • • • • • • 910 - 2,735 910 - 2,735

16 • • • • • • 1,390 - 2,785 1,390 - 2,785

12 • • • • • • 2,250 - 3,000 2,250 - 3,000

HUS 16 • • • • • • 4,925 4,925

HD 14 • • • • • • 1,680 - 4,200 1,680 - 4,200

14 • • • • • • 5,320 - 7,335 5,320 - 7,335

12 • • • • • • 5,585 - 7,335 5,585 - 7,335

THDH 12 • • • • • • 8,170 - 11,580 8,170 - 11,580

TFL 18 • • • • • 1,645 1,600

18 • • • • • • 1,345 - 2,715 995 - 2,715

16 • • • • • • 1,030 - 2,330 1,030 - 2,700

12 • • • • • • 2,330 - 3,535 2,535 - 4,685

TFI 16 • • • • • 2,560 - 3,245 2,560 - 3,245

BPH 12 • • • • • • 3,065 - 3,680 2,625 - 3,510

12 - Top Flange,12 - Stirrup

• • • • • • 1,400 1,360 - 1,400

10 - Top Flange,12 - Stirrup

• • • • • • 2,005 - 2,150 2,005 - 2,150

PH 12 • • • • 2,600 2,435

MPH 12 • • • • • 2,600 - 4,280

LBH 10 • • • • 6,500 6,400

PHM7 - Top Flange,

10 - Stirrup• • • • 3,495 - 3,745 2,865 - 3,390

PHX3 - Top Flange,

10 - Stirrup• • • • 5,875 - 6,015 4,580 - 5,210

PHXU 7 • • • • 4,425 - 6,650 4,425 - 5,285

HLBH 7 • • • • 10,225 - 10,620 9,600

12 • • • • • 2,190 - 6,570 2,190 - 6,570

7 • • • • • 6,500 - 12,000 6,500 - 12,000

KLEG27 • • • • • • 10,460 10,460

KMEG27 • • • • • • 12,190 12,190

KEG2 1/4˝ - Top Flange,7 - Stirrup

• • • • • • 16,060 - 19,295 16,060 - 19,295

KHHB 7 • • • • • 5,310 - 6,975 5,310 - 6,975

KGB 7 • • • • • 5,310 - 8,120 5,310 - 8,120

KHGB 7 • • • • • 6,975 - 8,120 6,975 - 8,120

KGLT3 - Top Flange,

7 - Stirrup• • • • • 7,545 7,545

KHGLT3 - Top Flange,

7 - Stirrup• • • • • 12,965 - 13,400 12,965 - 13,400

KGLS3 - Top Flange,

7 - Stirrup• • • • • 8,750 - 17,085 8,750 - 17,085

KHGLS3 - Top Flange,

7 - Stirrup • • • • • 17,405 - 17,985 17,405 - 17,985

KGLST3 - Top Flange,

7 - Stirrup• • • • • 10,905 - 21,745 10,905 - 21,745

KHGLST3 - Top Flange,

7 - Stirrup• • • • • 16,225 - 22,585 16,225 - 22,585

7 • • • • 10,505 - 32,290 10,505 - 32,290

3 • • • • 22,040 - 39,670 22,040 - 39,670

7 • • • • 7,870 - 11,810 7,870 - 11,810

3 • • • • 15,745 15,745

18 • • • • • • • 1,140 1,140

16 • • • • • • • 1,825 - 2,485 1,825 - 2,485

1) KHC allowable loads are based on (2) rotation bolts per beam @ 410 psi. 2) KEG, KLEG, KMEG hangers assume allowable loads with top flange. 3) KHCST allowable loads are based on 133% load duration. • Represents common applications and product configurations. Consult USP for additional applications and/or optional product configurations.

Style

Glulam

100% Allowable Loads (Lbs.) Range

THF

THD

THO

PHI

GHF

Header Material

LSSHSlope / Skew

TopMount

FaceMount

KHC1

KHCST3

EWP Hanger Selector Guide

HLBHLBH

THF HD

THD THDH

HUS

TFL

PHM

THO

PHX PHXU MPH

TFI

EWP Installation Guide . . Pages 119-120

Face Mount Hangers. . . . . Pages 121-125• THF SeriesLight capacity face mount hanger for I-Joists.

• HD SeriesMedium capacity hanger for LVL, LSL, and PSL beams.

• HUS SeriesMedium capacity hanger for LVL, LSL, and PSL beams with deep seat.

• THD SeriesMedium-to-heavy capacity hanger for LVL, LSL, and PSL beams.

• THDH SeriesHeavy capacity hanger for LVL, LSL, and PSL beams.

Top Mount Hangers . . . . . Pages 126-146• TFL SeriesLight capacity top mount I-Joist hanger.

• THO SeriesLight-to-medium capacity top mount hanger.

• TFI SeriesMedium capacity I-Joist hanger.

• BPH SeriesMedium capacity top mount hanger for LVL, LSL, and PSL beams.

• LBH SeriesMedium-to-heavy capacity hanger for LVL, LSL, and PSL beams.

• HLBH SeriesHeavy capacity hanger for LVL, LSL, and PSL beams.

• PHI SeriesMedium capacity top flange hanger that supports single I-Joists onI-Joist header.

• PH SeriesMedium capacity welded top mount hanger for LVL, LSL, and PSL beams.

• PHM SeriesMedium capacity welded hanger for LVL, LSL, and PSL beams with7 gauge top flanges.

• PHX SeriesMedium capacity welded hanger for LVL, LSL, and PSL beams with3 gauge top flange.

• PHXU SeriesMedium capacity formed hanger for LVL, LSL, and PSL beams with uplift capacity.

• MPH SeriesMedium capacity masonry hanger for I-Joists, LVL, LSL, andPSL beams.

BPH

PHI PH

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Adjustable Rafter-to-Plate Connectors . . . . . . . . . . . . . . . . . . Page 147• TMP SeriesAdjustable for pitches from 1/12 to 6/12.

• TMPH SeriesAdjustable for pitches from 6/12 to 14/12.

Slope/Skew Hangers . . . . . . . . . . Page 148• LSSH SeriesField adjustable slope and skew hanger.

Glulam Hangers . . . . . . . . Pages 149-155• GHF SeriesFace mount glulam hanger.

• KEG, KLEG, & KMEG SeriesTop flange glulam hanger with bolts.

• KGB, KHGB, & KHHB SeriesTop flange glulam hanger with nails.

• KGLT & KHGLT SeriesHeavy capacity top flange glulam hanger.

• KGLS, KGLST, KHGLS, & KHGLST SeriesGlulam saddle hanger.

• KHC SeriesGlulam hinge connector.

• KHCST SeriesGlulam seismic strap.

GHF

KGLT KGLS KHC

KHHBKLEG

KHCST

TMP TMPH

EWP Hangers

LSSH

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®Wood I-Joist Installation to Wood

Sloped I-JoistsUse sloped seat hangers and beveled web stiffeners whenever the slope exceeds the following: 1/2:12 for seatbearing lengths of 21/2˝ or less; 3/8:12 for bearing lengthsbetween 21/2˝ and 31/2˝; and 1/4:12 for bearing lengths inexcess of 31/2˝.

Multiple I-Joist PlysFasten together multiple plys of wood I-Joists, inaccordance with the manufacturer’s installation guidelines, suchthat the joists act as a single unit.

I-Joist RotationIt may be necessary to install straps, blocking, or sheathingto restrain torsional rotation of a supporting wood I-Joist whenusing top mount I-Joist hangers.

FastenersInstall only the specified nails. The flanges of woodI-Joists may split if larger diameter nails or longer nails areinstalled. Do not install nails larger than 16d common wire nails(0.162˝ diameter) into the web stiffeners in the wood I-Joist.

Backer BlocksPattern the nails used to install backer blocks or web stiffeners in wood I-Joists to avoid splitting the block. The nailpattern should be sufficiently spaced to avoid the same grainline, particularly with solid sawn backer blocks. Backer blocksmust be installed on wood I-Joist acting as the header, or supporting member. Install in accordance with the I-Joist manufacturer’s installation guidelines. The nails used to installhangers mounted to an I-Joist header must penetrate throughthe web and into the backer block on the opposite side.

The thickness of the hanger metal and nail heads on top mount hangers must be evaluated for the effect onsubsequent sheathing. Ensure that the top mount hanger is installed so the flanges of the hanger are notover-spread which tends to elevate the supported I-Joist causing uneven floor surfaces and squeaking. Similarly, ensure thatthe hanger is installed plumb such that the face flanges of the hanger are mounted firmly against thewide-face surface of the header.

Flush framing Hanger over-spread Hanger not plumb

Common Nailing Errors

Wrong AngleWhen a nail is driven into the bottom flange of the wood I-Joist parallel to the glue lines, separation of veneers canoccur which substantially reduces the design loads of theconnection.

Nail Too LongWhen using nails longer than USP’s recommended nails,bottom flange splitting may occur. Also, this can raise thewood I-Joist off the seat, resulting in uneven surfaces andsqueaky floors along with reduced allowable loads.

Top Flange Hangers

Correct Slant Nail Installation

Always securewood I-Joist using10d x 11 ⁄ 2˝nail driven at a45° angleand firmly seated

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®Support Height & Lateral Stability

Avoid direct contact betweenhangers and steel beams, which

may cause squeaks

1/4˝Max.

Resist lateral movement

Correct Hanger Attachment to NailerA nailer or sill plate is considered to be any wood member attached to a steel beam,concrete block wall, concrete stem wall, or other structure unsuitable for nailing, whichis used as a nailing surface for top mount hangers to hold beams or joists.

Nailer Sized CorrectlyTop flange of hanger is fully supported and recommended nails have fullpenetration into nailer, resulting in a carried member hanging safely at the properheight.

The nailer must be sized to fit the support width as shown and be of sufficient thicknessto satisfy recommended top flange nailing requirements. A design professional mustspecify nailer attachment to steel beams.

1/8˝ maximum gapWeb stiffener

60% min. ofjoist depth

Joistdepth

1/4˝ Max.

Too Thin

Top flange nailing cannot fullypenetrate nailer, causing reducedallowable loads. Never usehangers which require multiple facenails since the allowable loads aredependent on all nail holes beingused.

Hangers for joists without web stiffeners must support theI-Joist’s top flange and provide lateral resistance with nomore than 1⁄8˝ horizontal deflection.

Hangers for joists with web stiffeners must support a minimum of 60% of joist depth or potential joist rotation mustbe addressed.

(Top flange support requirements can be verified in this sections charts under the Web Stiffener Reqd. column.)

Too Narrow

Top flange not fully supported cancause nail breakout. Or, by fully supporting top flange, hanger is tilted back, causing lifting of carriedmember which results in unevensurfaces and squeaky floors.

Too Wide

Loading can cause cross grainbreaking of nailer. The recommended nailer overhangis 1⁄4˝ maximum per side.

Nailer Installations

Wrong Nailer Size Causes Component Failure

Correct Attachment

H

W2˝

Additional diamondnail holes formaximum nailingStandard roundnail holes forminimum nailing

Patented dimple allows45˚ nailing

H

DW

THF single THF double

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®Face Mount Hangers – THF series

Designed to to support LVL, LSL, and PSL beams and headers in medium load conditions.

Materials: See EWP Face Mount Hangers charts, pages 122-124.Finish: G90 galvanizing

Options: See Specialty Options chart.Codes: NER 478, ICBO 2039,

L.A. City RR 25283, FL815Patent: #7,134,636

Installation:• Use all specified fasteners. See Product Notes, page 16.• Drive bend line nails into header at 45° to achieve listed loads.

Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3Inverted Flange

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) All sloped, skewed, or combinations require bevel cut on joist in all applications.

1˚ to 67-1/2˚when width is 1-3/4˝ or less.



100% of table load

1˚ to 45˚

80% of table load.75% of uplift load on

skews greater than 15˚.

Range

AllowableLoads

OrderingAdd IF,

to product number.Example: HD410IF


to product number.Example: HD410-SK45R

Add SL, slope required,and up (U) or down (D),

to product number.Example: HD410-SL30D

See Sloped Seat and SkewedExample:

HD410-SK45RSL30D




See Sloped Seat and Skewed

Typical THF I-Joist to Joist

installation

W

Bend linenailing

D

H

Designed to provide lateral support for the top chords of I-Joists in depthsup to 16˝. Eliminates the need for web stiffeners in most applications (see Web Stiffener Reqd. column in EWP Face Mount HangerChart for specific applications).


Options: See Specialty Options chart.Codes: NER 478, LA City RR 25283, FL815

Patents: #5,217,317 & #5,564,248 (all models except doubles)

Installation:• Use all specified fasteners. See Product Notes, page 16.• Install 10d x 11 ⁄ 2˝ nails into joist through raised dimple at 45° angle.• THF Min – Fill all round nail holes.• THF Max – Fill all round and diamond holes.• Uplift capacity for THF single ply hangers installed without joist nails = 85lbs. Refer to THO, TFL, & THF Single Ply I-Joist Hangers Technical Bulletin– USP1040-061.

Face Mount Hangers – HD series

Typical THF double I-Joist to LVLinstallation

Option Skewed 1,3 Sloped Seat2,3 Sloped / Skewed1,2,3Inverted Flange

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) All sloped, skewed, or combinations require bevel cut on joist in all applications. 4) Modifications to THF hangers do not feature seat cleats.

Add SL, slope required,and up (U)or down (D),

to product number.Example: THF23925-SL30D

See Sloped Seat andSkewed

Example:THF23925-SK45RSL30D

Add IF,to product number.

Example: THF23925IF

1˚ to 67-1/2˚when width is 1-3/4˝ or less.


100% of table load


1˚ to 45˚




See Sloped Seat andSkewed

Range

AllowableLoads

Ordering


to product number.Example: THF23925-SK45R



Typical HDinstallation

Drive bend line nailsinto header at 45° toachieve listed loads.

Typical HDbend line nail installation

Specialty Options Chart – refer to SpecialtyOptions pages 206 to 209 for additional details.


Patented SeatCleat® helps

lock I-Joist intoplace for

positive seatingand nailing

ease.

PatentedRaised Dimplenail holes allow

45° nailinginto I-Joist

bottom flange.

NEWSIZES

HD

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H

2˝

3˝

Patented dimple allows30˚ to 45nailing

W

Face Mount Hangers – HUS series

THD – Medium capacity hanger for LVL, LSL, and PSL beams.

THDH – Heavy capacity hanger for LVL, LSL, and PSL beams.


Options: Rough/ Full sizes available for THD series. THD hangers with widths greater than 3˝ can have one flange inverted with no load reduction. Specify left (L) or (R) flange. See Specialty Options chart.

Codes: NER 478, & NER 608, ICBO 2039, L.A. City RR 25283, FL815 & FL821Patents: #5,217,317 – THDH

Installation:• Use all specified fasteners. See Product Notes, page 16.• 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 HUSinstallation

HUS

DW

2 1/2˝

Patented dimple allows30˚ to 45˚

nailing

THDH26-2

Left flange

Right flange

D

3˝

W

THD doubleor larger

Designed for medium load conditions. Extended 3˝ deep seat provides extra truss bearing.


Options: See Specialty Options chart.Codes: NER 510, FL818

Patents: #5,217,317

Installation:• Use all specified fasteners. See Product Notes, page 16.• Joist nails must be driven at a 30° to 45° angle throughthe joist into the header to achieve listed loads.

Option Inverted Flange

Range Not available in widths less than 2-1/4˝

Ordering Add IFto product number. Example: HUS410IF

AllowableLoads

100% of table load.65% of table load when nailing into

the support members end grain.

Face Mount Hangers – THD & THDH series

Option USP Series Skewed1,3,4 Sloped Seat2,3,4 Sloped / Skewed1,2,3,4Inverted Flange

THDH 1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed N/A

THDH N/A

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. All skewed THDH hangers have nails on one side only. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) THDH models - All sloped, skewed, or combinations require bevel cut on joist in all applications. 4) THD models - All sloped, skewed, or combinations require bevel cut or square cut on joist in all applications.

Add 1IF,one flange,right (R)and left (L),

Example: THD4101IFR

65% of table load

N/A52% of table load52% of table load.

50% of table uplift load.

Not available in widthsless than 3˝. Widths greater

can have one flange inverted.See Sloped Seat and Skewed

See Sloped Seat and SkewedExample:

THDH410-SK45RSL30D

Range

AllowableLoads

85% of table load.50% of table uplift load.

1˚ to 45˚

Ordering


85% of table load

THD


to product number.Example: THDH410-SK45R

Add SL, slope required,and up (U)or down (D),

to product number.Example: THDH410-SL30D

1˚ to 45˚

65% of table load

THD

THD

THDH

Typical THD179installation

Typical THDH double shear installation

Drive joist nails intoheader at 30° to 45° to

achieve listed loads.

Specialty Options Chart – refer to SpecialtyOptions pages 206 to 209 for additional details.

Typical HUS double shear installation

Drive joist nails intoheader at 30° to 45° to

achieve listed loads.


Drive bend line nailsinto header at 45° toachieve listed loads.

Typical THDbend line nail installation

Some modeldesigns may

vary fromillustration

shown

H

DW

THD single

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®EWP Face Mount Hanger Charts

Dimensions

DF-L / SP Header S-P-F Header

Joist Size Ref. No. W H D Header3 Joist 1100% 115% 125% 100% 115% 125% 133% 160%

THF15925 Min IUS1.56/9.5 (8) 10d 910 1050 1140 785 900 980

THF15925 Max IUT29 (12) 10d 1370 1575 1710 1175 1350 1470

THF15112 Min IUS1.56/11.88 (8) 10d 910 1050 1140 785 900 980

THF15112 Max IUT211 (16) 10d 1825 2100 2155 1570 1805 1960

THF15140 Min -- -- (12) 10d 1370 1575 1710 1175 1350 1470

THF15140 Max IUT214 (20) 10d 2100 2135 2155 1960 2135 2155

THF16925 Min -- -- (8) 10d 910 1050 1140 785 900 980

THF16925 Max -- -- (12) 10d 1370 1575 1710 1175 1350 1470

THF16112 Min -- -- (8) 10d 910 1050 1140 785 900 980

THF16112 Max -- -- (16) 10d 1825 2100 2280 1570 1805 1960

THF16140 Min -- -- (12) 10d 1370 1575 1710 1175 1350 1470

THF16140 Max -- -- (20) 10d 2255 2290 2310 1960 2255 2310

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 1960 2255 2335 1695 1950 2120 610 730

THF17925 Min IUS1.81/9.5 (8) 10d 910 1050 1140 785 900 980

THF17925 Max IUT9 (12) 10d 1370 1575 1710 1175 1350 1470

HD17925 HU9 x 14 1-13/16 9-1/8 2 (18) 16d (6) 10d x 1-1/2 2520 2775 2775 2180 2505 2725 910 1065

THD179 -- -- x 14 1-7/8 8-7/8 3 (38) 16d (20) 10d x 1-1/2 5320 5800 5800 4210 4510 4705 3040 3095

HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 (30) 16d (10) 16d 4925 5130 5270 4570 4910 5030 3205 3205

THF17112 Min IUS1.81/11.88 (8) 10d 910 1050 1140 785 900 980

THF17112 Max IUT11 (16) 10d 1825 2100 2280 1570 1805 1960

HD17112 HU11 x 14 1-13/16 11-3/8 2 (22) 16d (6) 10d x 1-1/2 2870 2975 3045 2660 2975 3045 910 1065

THD179 -- -- x 14 1-7/8 8-7/8 3 (38) 16d (20) 10d x 1-1/2 5320 5800 5800 4210 4510 4705 3040 3095

HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 (30) 16d (10) 16d 4925 5130 5270 4570 4910 5030 3205 3205

THF17140 Min IUS1.81/14 (12) 10d 1370 1575 1710 1175 1350 1470

THF17140 Max IUT14 (20) 10d 2280 2445 2470 1960 2255 2450

HD1714 HU14 x 14 1-13/16 13-5/16 2 (26) 16d (8) 10d x 1-1/2 3100 3235 3330 3100 3235 3330 1065 1065

THD179 -- -- x 14 1-7/8 8-7/8 3 (38) 16d (20) 10d x 1-1/2 5320 5800 5800 4210 4510 4705 3040 3095

HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 (30) 16d (10) 16d 4925 5130 5270 4570 4910 5030 3205 3205

THF17157 MIU1.81/16 -- 18 1-13/16 15-3/4 3-1/2 (24) 10d (2) 10d x 1-1/2 2735 3145 3310 2350 2705 2940 280 280

HD1714 HU14 x 14 1-13/16 13-5/16 2 (26) 16d (8) 10d x 1-1/2 3100 3235 3330 3100 3235 3330 1065 1065

THD179 -- -- x 14 1-7/8 8-7/8 3 (38) 16d (20) 10d x 1-1/2 5320 5800 5800 4210 4510 4705 3040 3095

HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 (30) 16d (10) 16d 4925 5130 5270 4570 4910 5030 3205 3205

THF20925 Min IUS2.06/9.5 (8) 10d 910 1050 1140 785 900 980

THF20925 Max IUT2.06/9 (12) 10d 1370 1575 1710 1175 1350 1470

THF20112 Min IUS2.06/11.88 (8) 10d 910 1050 1140 785 900 980

THF20112 Max IUT2.06/11 (16) 10d 1825 2100 2280 1570 1805 1960

THF20140 Min IUS2.06/14 (12) 10d 1370 1575 1710 1175 1350 1470

THF20140 Max IUT2.06/14 (20) 10d 2280 2470 2470 1960 2255 2450

2 - 2-1/8 x 16 THF20157 IUT2.06/16 -- 18 2-1/8 15-3/4 3-3/8 (24) 10d (2) 10d x 1-1/2 2735 3145 3310 2350 2705 2940 280 280

2-1/4 - 2-5/16 x 9-1/4 - 9-1/2

THF23925 IUT3510 -- 18 2-5/16 9-3/16 2-1/2 (12) 10d (2) 10d x 1-1/2 1370 1575 1710 1175 1350 1470 175 175

2-1/4 - 2-5/16 x 11-1/4 - 11-7/8

THF23118 IUT3512 -- 18 2-5/16 11-3/16 2-1/2 (14) 10d (2) 10d x 1-1/2 1595 1835 1995 1370 1580 1715 300 360

2-1/4 - 2-5/16 x 14 THF23140 IUT3514 -- 16 2-5/16 13-1/2 2-1/2 (18) 10d (2) 10d x 1-1/2 2090 2400 2610 1800 2070 2250 300 360

2-1/4 - 2-5/16 x 16 THF23160 MIU2.37/16 -- 16 2-5/16 15-9/16 2-1/2 (22) 10d (2) 10d x 1-1/2 2550 2935 3035 2200 2530 2750 300 360

2-1/4 - 2-5/16 x 18 - 28 THF23180 MIU2.37/18 x 16 2-5/16 17-1/8 2-1/2 (24) 10d (8) 10d x 1-1/2 2785 3200 3480 2400 2760 3000 1205 1295

2-1/2 x 9-1/4 - 9-1/2 THF25925 IUT310 IUS2.56/9.5

-- 18 2-1/2 9-1/8 2-1/2 (12) 10d (2) 10d x 1-1/2 1370 1575 1710 1175 1350 1470 175 175

2-1/2 x 11-1/4 - 11-7/8 THF25112 IUT312 IUS2.56/11

-- 18 2-1/2 11-1/8 2-1/2 (14) 10d (2) 10d x 1-1/2 1595 1835 1995 1370 1580 1715 300 360

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.

Fastener Schedule

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9-1/16

11-1/16

18 1-1/2--

18 1-1/2

USPStock No.

1-3/4 x 11-1/4 - 11-7/8

1-3/4 x 14

2 - 2-1/8 x 9-1/4 - 9-1/2

-- 2 - 2-1/8 x 11-1/4 - 11-7/8

2 - 2-1/8 x 14

1-3/4 x 9-1/4 - 9-1/2

1-3/4 x 16

1-1/2 x 9 -1/4 - 9-1/2

1-5/8

1-1/2 x 14 -- 18 1-1/2

1-1/2 x 11-1/4 - 11-7/8 --

1-5/8 x 11-1/4 - 12

1-5/8 x 9-1/4 - 9-1/2 -- 18

1-5/8 x 14 -- 18 1-5/8

-- 18 1-3/4

-- 18 1-5/8

8-15/16 2

Uplift2

13-1/2 2

11 2

13-7/16 2

280

-- 18 1-3/4 13-3/8

-- 18 1-3/4 10-15/16

-- 18 2-1/8 8-7/8

18 2-1/8 11-3/16


2

(2) 10d x 1-1/2

(2) 10d x 1-1/2

(2) 10d x 1-1/2

(2) 10d x 1-1/2

(2) 10d x 1-1/2

-- 18 2-1/8 13-1/4 (2) 10d x 1-1/2 280 280

280

280 280

280 280

280 280

280 280

280 280

(2) 10d x 1-1/2

(2) 10d x 1-1/2

280 280

(2) 10d x 1-1/2 280 280

280 280(2) 10d x 1-1/2

(2) 10d x 1-1/2 280 280

(2) 10d x 1-1/2 280 280


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Dimensions


Joist Size Ref. No. W H D Header3 Joist 1 100% 115% 125% 100% 115% 125% 133% 160%

2-1/2 x 13 THF25130 IUT313 -- 16 2-1/2 12-1/4 2-1/2 (18) 10d (2) 10d x 1-1/2 2090 2280 2280 1800 2070 2250 300 360

2-1/2 x 14 THF25140 IUT314 -- 16 2-1/2 13-7/16 2-1/2 (18) 10d (2) 10d x 1-1/2 2090 2400 2610 1800 2070 2250 300 360

2-1/2 x 16 THF25160 -- -- -- 16 2-1/2 15-1/2 2-1/2 (22) 10d (2) 10d x 1-1/2 2550 2935 3035 2200 2530 2750 300 360

2-1/2 x 18 - 24 THF25160 -- -- x 16 2-1/2 15-1/2 2-1/2 (22) 10d (2) 10d x 1-1/2 2550 2935 3035 2200 2530 2750 300 360

2-5/8 x 9-1/4 - 9-1/2 THF26925 -- -- -- 18 2-5/8 9-1/16 2-1/2 (12) 10d (2) 10d x 1-1/2 1370 1575 1710 1175 1350 1470 175 175

2-5/8 x 11-1/4 - 11-7/8 THF26112 -- -- -- 18 2-5/8 11-1/16 2-1/2 (14) 10d (2) 10d x 1-1/2 1595 1835 1995 1370 1580 1715 300 360

2-5/8 x 14 THF26140 -- -- -- 16 2-5/8 13-3/8 2-1/2 (18) 10d (2) 10d x 1-1/2 2090 2400 2610 1800 2070 2250 300 360

2-5/8 x 16 THF26160 MIU2.68/16 -- 16 2-5/8 15-7/16 2-1/2 (22) 10d (2) 10d x 1-1/2 2550 2935 3035 2200 2530 2750 300 360

2-5/8 x 18 - 24 THF26160 MIU2.68/16 x 16 2-5/8 15-7/16 2-1/2 (22) 10d (2) 10d x 1-1/2 2550 2935 3035 2200 2530 2750 300 360

HD27925 HU2.75/10 x 14 2-3/4 8-5/8 2 (18) 16d (6) 10d x 1-1/2 2520 2775 2775 2180 2505 2725 910 1065

THDH27925 HGUS2.75/10 x 12 2-3/4 9-1/8 4 (46) 16d (12) 16d 8170 8260 8260 7040 7145 7145 3490 3490

HD27112 HU2.75/12 x 14 2-3/4 10-7/8 2 (22) 16d (6) 10d x 1-1/2 3080 3540 3610 2660 3060 3330 910 1065

THDH27112 HGUS2.75/12 x 12 2-3/4 10-7/8 4 (56) 16d (14) 16d 8785 9090 9300 8510 9090 9300 4935 5925

HD2714 HU2.75/14 x 14 2-3/4 12-7/8 2 (26) 16d (8) 10d x 1-1/2 3610 3610 3610 3145 3610 3610 1065 1065

THDH2714 HGUS2.75/14 x 12 2-3/4 12-1/4 4 (66) 16d (16) 16d 9075 9430 9665 9075 9430 9665 5645 6770

3 x 9-1/4 - 14 THF15925-2 MIU29-2 x 16 3-1/8 9-3/16 2-1/2 (12) 10d (6) 10d 1390 1600 1740 1200 1380 1500 930 1115

3 x 11-1/4 - 14 THF15112-2 MIU211-2 x 16 3-1/8 10-13/16 2-1/2 (14) 10d (6) 10d 1625 1870 2030 1400 1610 1750 930 1115

3 x 14 THF15140-2 -- -- x 12 3-1/8 12-3/4 2-1/2 (18) 10d (6) 10d 2250 2590 2815 1960 2255 2455 1000 1200

3-1/8 x 9-1/4 - 14 THDH3210 HGUS3.25/10 x 12 3-3/16 9-3/8 4 (46) 16d (12) 16d 8170 8260 8260 7040 7145 7145 3490 3490

3-1/8 x 11-1/4 - 14 THDH3212 HGUS3.25/12 x 12 3-3/16 10-5/8 4 (56) 16d (14) 16d 9870 10180 10385 8510 9790 10240 4935 5925

3-1/4 x 9-1/4 - 14 THF16925-2 -- -- x 16 3-3/8 9-1/16 2-1/2 (12) 10d (6) 10d 1390 1600 1740 1200 1380 1500 930 1115

3-1/4 x 11-1/4 - 14 THF16112-2 HU3.31/11 x 16 3-3/8 10-3/4 2-1/2 (14) 10d (6) 10d 1625 1870 2030 1400 1610 1750 930 1115

3-1/4 x 14 THF16140-2 -- -- x 12 3-3/8 12-5/8 2-1/2 (18) 10d (6) 10d 2250 2590 2815 1960 2255 2455 1000 1200

3-1/2 x 9-1/4 - 9-1/2 THF35925 IUT410 -- 18 3-1/2 8-5/8 2-1/2 (12) 10d (2) 10d x 1-1/2 1370 1575 1710 1175 1350 1470 245 245

THF17925-2 -- -- x 16 3-9/16 8-15/16 2-1/2 (12) 10d (6) 10d 1390 1600 1740 1200 1380 1500 930 1115

HD410 HU410 x 14 3-9/16 8-13/16 2-1/2 (18) 16d (10) 10d 2520 2900 3150 2180 2505 2725 1575 1890

THD410 HHUS410 x 14 3-5/8 9 3 (38) 16d (20) 10d 5320 6120 6650 4600 5290 5750 3145 3775

THDH410 HGUS410 x 12 3-9/16 9-1/8 4 (46) 16d (12) 16d 8170 8260 8260 7040 7145 7145 3490 3490

3-1/2 x 11-1/4 - 12 THF35112 IUT412 -- 18 3-1/2 10-5/8 2-1/2 (16) 10d (2) 10d x 1-1/2 1825 2100 2280 1570 1805 1960 245 245

THF17112-2 -- -- x 16 3-5/8 10-9/16 2-1/2 (14) 10d (6) 10d 1625 1870 2030 1400 1610 1750 930 1115

HD412 HU412 x 14 3-9/16 10-13/16 2-1/2 (22) 16d (10) 10d 3080 3540 3850 2660 3060 3330 1575 1890

THD412 -- -- x 14 3-5/8 11 3 (48) 16d (20) 10d 6650 6650 6650 5810 6435 6640 3145 3775

THDH412 HGUS412 x 12 3-9/16 10-1/2 4 (56) 16d (14) 16d 9875 11115 11325 8510 9790 10240 4935 5925

3-1/2 x 14 THF35140 IUT414 -- 16 3-1/2 12-15/16 2-1/2 (20) 10d (2) 10d x 1-1/2 2320 2670 2900 2000 2300 2500 245 245

THF17140-2 -- -- x 12 3-5/8 12-1/2 2-1/2 (20) 10d (6) 10d 2500 2875 3125 2180 2505 2725 1000 1200

HD414 HU414 x 14 3-9/16 12-13/16 2-1/2 (24) 16d (10) 10d 3360 3865 4200 2905 3340 3630 1575 1890

THD414 -- -- x 14 3-5/8 12-7/8 3 (58) 16d (20) 10d 7335 7335 7335 7335 7335 7335 3335 4000

THDH414 HGUS414 x 12 3-9/16 12-1/4 4 (66) 16d (16) 16d 11100 11455 11690 9980 10240 10240 5645 6770

THF17157-2 -- -- x 12 3-5/8 15-3/4 2-1/2 (22) 10d (6) 10d 2750 3165 3440 2400 2760 3000 1000 1200

HD416 HU416 x 14 3-9/16 14-13/16 2-1/2 (26) 16d (12) 10d 3640 4185 4550 3145 3620 3935 1890 2265

3-1/2 x 16 THF35157 IUT416 -- 16 3-1/2 15 2-1/2 (22) 10d (2) 10d x 1-1/2 2550 2935 3190 2200 2530 2750 245 245

THF35165 -- -- x 16 3-1/2 16-9/16 2-1/2 (24) 10d (8) 10d x 1-1/2 2785 3200 3480 2400 2760 3000 1235 1295

HD418 -- -- x 14 3-9/16 16-1/2 2-1/2 (28) 16d (8) 10d 3920 4510 4570 3390 3895 4255 1260 1425

4 - 4-3/16 x 9-1/4 - 9-1/2 THF20925-2 HU4.12/9, HU4.28/9

-- 16 4-3/16 8-11/16 2-1/2 (12) 10d (6) 10d 1390 1600 1740 1200 1380 1500 930 1115

4 - 4-3/16 x 11-1/4 - 11-7/8

THF20112-2 HU4.12/11, HU4.28/11 -- 16 4-3/16 11 2-1/2 (16) 10d (6) 10d 1855 2135 2320 1600 1840 2000 930 1115

4 - 4-3/16 x 14 THF20140-2 -- -- -- 16 4-3/16 13-5/8 2-1/2 (20) 10d (6) 10d 2320 2670 2900 2000 2300 2500 930 1115

Fastener Schedule

2-11/16 x 11-1/4 - 16

USPStock No.

3-1/2 x 18 - 26

3-1/2 x 16 - 22

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Uplift2

2-11/16 x 9-1/4 - 14

3-1/2 x 14 - 20

3-1/2 x 11-1/4 - 16

2-11/16 x 14 - 16

3-1/2 x 9-1/4 - 14

EWP Face Mount Hanger Charts


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®EWP Face Mount Hanger Charts continued

Dimensions


Joist Size Ref. No. W H D Header3 Joist 1100% 115% 125% 100% 115% 125% 133% 160%

4-1/2 - 4-5/8 x 9-1/4 - 14

THF23925-2 U3510-2 x 16 4-3/4 8-3/8 2-1/2 (14) 10d (6) 10d 1625 1870 2030 1400 1610 1750 930 1115

4-1/2 - 4-5/8 x 11-1/4 - 16

THF23118-2 U3512-2 x 16 4-3/4 10-11/16 2-1/2 (16) 10d (6) 10d 1855 2135 2320 1600 1840 2000 930 1115

4-1/2 - 4-5/8 x 14 - 22 THF23140-2 MIU4.75/14 x 12 4-3/4 13-5/16 2-1/2 (20) 10d (6) 10d 2500 2875 3125 2180 2505 2725 1000 1200

4-1/2 - 4-5/8 x 16 - 26 THF23160-2 MIU4.75/16 x 12 4-3/4 15-15/16 2-1/2 (24) 10d (6) 10d 3000 3450 3750 2615 3010 3270 1000 1200

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 1390 1600 1740 1200 1380 1500 930 1115

5 x 11-1/4 - 16 THF25112-2 MIU5.12/11 x 16 5-1/8 10-7/16 2-1/2 (16) 10d (6) 10d 1855 2135 2320 1600 1840 2000 930 1115

5 x 14 - 20 THF25140-2 MIU5.12/14 x 12 5-1/8 13-1/8 2-1/2 (20) 10d (6) 10d 2500 2875 3125 2180 2505 2725 1000 1200

5 x 16 - 26 THF25160-2 MIU5.12/16 x 12 5-1/8 15-3/4 2-1/2 (24) 10d (6) 10d 3000 3450 3750 2615 3010 3270 1000 1200

THF26925-2 -- -- x 16 5-3/8 8-1/16 2-1/2 (12) 10d (6) 10d 1390 1600 1740 1200 1380 1500 930 1115

HD5210 -- -- x 14 5-3/8 7-7/8 2-1/2 (18) 16d (10) 10d 2520 2900 3150 2180 2505 2725 1575 1890

THD610 HHUS5.50/10 x 12 5-1/2 9 3 (38) 16d (20) 10d 5585 6425 6985 4825 5550 6035 3335 3410

THDH5210 HGUS5.25/10 x 12 5-3/8 9-1/8 4 (46) 16d (16) 16d 8640 9855 9855 7440 8525 8525 4565 4565

THDH610 HGUS5.50/10 x 12 5-1/2 9 4 (46) 16d (16) 16d 8640 9855 9855 7440 8525 8525 4565 4565

THF26112-2 -- -- x 16 5-3/8 10-5/16 2-1/2 (16) 10d (6) 10d 1855 2135 2320 1600 1840 2000 930 1115

HD5212 -- -- x 14 5-3/8 9-7/8 2-1/2 (22) 16d (10) 10d 3080 3540 3850 2660 3060 3330 1575 1890

THD612 -- -- x 12 5-1/2 11 3 (48) 16d (20) 10d 7055 8115 8415 6095 7010 7620 3335 4000

THDH5212 HGUS5.25/12 x 12 5-3/8 11-1/8 4 (56) 16d (20) 16d 9935 9935 9935 8595 8595 8595 5180 5180

THDH612 HGUS5.50/12 x 12 5-1/2 11 4 (56) 16d (20) 16d 9935 9935 9935 8595 8595 8595 5180 5180

THF26140-2 -- -- x 12 5-3/8 12-15/16 2-1/2 (20) 10d (6) 10d 2500 2875 3125 2180 2505 2725 1000 1200

HD5214 -- -- x 14 5-3/8 11-7/8 2-1/2 (24) 16d (10) 10d 3360 3865 4200 2905 3340 3630 1575 1890

THD614 -- -- x 12 5-1/2 12-7/8 3 (58) 16d (20) 10d 7335 7335 7335 7335 7335 7335 3335 4000

THDH614 HGUS5.50/14 x 12 5-1/2 13 4 (66) 16d (22) 16d 11645 11645 11645 10070 10070 10070 5795 5795

THF26160-2 -- -- x 12 5-3/8 15-5/8 2-1/2 (24) 10d (6) 10d 3000 3450 3750 2615 3010 3270 1000 1200

HD5216 -- -- x 14 5-3/8 13-7/8 2-1/2 (30) 16d (12) 10d 4200 4570 4570 3630 4175 4540 1890 2265

HD610 HU610 x 14 5-1/2 7-13/16 2-1/2 (18) 16d (10) 10d 2520 2900 3150 2180 2505 2725 1575 1890

THD610 -- -- x 12 5-1/2 9 3 (38) 16d (20) 10d 5585 6425 6985 4825 5550 6035 3335 3410

THDH610 HGUS5.50/10 x 12 5-1/2 9 4 (46) 16d (16) 16d 8640 9855 9855 7440 8525 8525 4565 4565

HD612 HU612 x 14 5-1/2 9-13/16 2-1/2 (22) 16d (10) 10d 3080 3540 3850 2660 3060 3330 1575 1890

THD612 -- -- x 12 5-1/2 11 3 (48) 16d (20) 10d 7055 8115 8415 6095 7010 7620 3335 4000

THDH612 HGUS5.50/12 x 12 5-1/2 11 4 (56) 16d (20) 16d 9935 9935 9935 8595 8595 8595 5180 5180

HD614 HU614 x 14 5-1/2 11-13/16 2-1/2 (24) 16d (10) 10d 3360 3865 4200 2905 3340 3630 1575 1890

THD614 -- -- x 12 5-1/2 12-7/8 3 (58) 16d (20) 10d 7335 7335 7335 7335 7335 7335 3335 4000

THDH614 HGUS5.50/14 x 12 5-1/2 13 4 (66) 16d (22) 16d 11645 11645 11645 10070 10070 10070 5795 5795

5-1/2 x 16 - 20 HD616 HU616 x 14 5-1/2 13-13/16 2-1/2 (26) 16d (12) 10d 3640 4185 4550 3145 3620 3935 1890 2265

6 x 11-7/8 - 16 HD62117 -- -- x 14 6-1/4 11-3/4 2-1/2 (24) 16d (6) 10d 3385 3890 4230 2905 3340 3630 950 1140

6-3/4 x 9 - 14-1/2 THDH6710 HGUS6.88/10 x 12 6-7/8 8-13/16 4 (46) 16d (12) 16d 8170 8260 8260 7040 7145 7145 3490 3490

6-3/4 x 11 - 18 THDH6712 HGUS6.88/12 x 12 6-7/8 10-13/16 4 (56) 16d (14) 16d 9875 11360 11840 8510 9790 10240 4935 5925

6-3/4 x 13 - 20-1/2 THDH6714 HGUS6.88/14 x 12 6-7/8 12-13/16 4 (66) 16d (16) 16d 11580 11840 11840 9980 10240 10240 5645 6770

6-15/16 x 11-7/8 - 16 HD71117 -- -- x 14 7-1/8 11-3/4 2-1/2 (26) 16d (6) 10d 3665 4215 4570 3145 3620 3840 950 1140

HD7100 HU410-2 x 14 7-1/8 9 2-1/2 (12) 16d (6) 10d 1680 1930 2100 1450 1670 1815 945 1130

THD7210 HHUS7.25/10 x 12 7-1/4 9 3 (38) 16d (20) 16d 5585 6425 6985 4825 5550 6035 3335 3410

THDH7210 HGUS7.25/10 x 12 7-1/4 9 4 (46) 16d (12) 16d 8170 8260 8260 7040 7145 7145 3490 3490

HD7120 HU412-2 x 14 7-1/8 10-5/8 2-1/2 (16) 16d (6) 10d 2240 2575 2800 1935 2225 2420 945 1130

THDH7212 HGUS7.25/12 x 12 7-1/4 10-1/2 4 (56) 16d (14) 16d 9875 11360 11840 8510 9790 10240 4935 5925

HD7140 HU414-2 x 14 7-1/8 13-1/8 2-1/2 (20) 16d (8) 10d 2800 3220 3500 2420 2785 3025 1260 1510

THDH7214 HGUS7.25/14 x 12 7-1/4 12-1/4 4 (66) 16d (16) 16d 11580 11840 11840 9980 10240 10240 5645 6770

7 x 16 - 22 HD7160 -- -- x 14 7-1/8 15-5/8 2-1/2 (24) 16d (8) 10d 3360 3865 4200 2905 3340 3630 1260 1510

7 x 18 - 26 HD7180 -- -- x 14 7-1/8 17-3/4 2-1/2 (28) 16d (8) 10d 3920 4510 4570 3390 3895 4255 1260 1510

7-5/8 x 11-7/8 - 16 HD77117 -- -- x 14 7-7/8 11-3/4 2-1/2 (26) 16d (6) 10d 3665 4215 4570 3145 3620 3840 950 1140

8 x 11-7/8 - 16 HD83117 -- -- x 14 8-5/16 11-3/4 2-1/2 (26) 16d (6) 10d 3665 4215 4570 3145 3620 3840 950 1140

9-1/4 x 11-7/8 - 16 HD95117 -- -- x 14 9-1/2 11-3/4 2-1/2 (30) 16d (6) 10d 4230 4570 4570 3630 3840 3840 950 1140

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. New products or updated product information are designated in red.

Fastener Schedule

5-1/4 x 9-1/4 - 11-7/8

5-1/4 x 11-1/4 - 16

5-1/2 x 14 - 18

7 x 9-1/4 - 14

7 x 11-1/4 - 16

7 x 14 - 20

5-1/4 x 14 - 20

5-1/4 x 16 - 22

5-1/2 x 9-1/4 - 14

5-1/2 x 11-1/4 - 16


Uplift2

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®Top Mount Hangers – BPH, TFI, TFL, & THO series

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1 15/16˝

1 1/2˝

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TFL

DF-L / SP S-P-F

Header Joist 100% 100% 133% 160%

2X (6) 10d x 1-1/2 (2) 10d x 1-1/2 1270 1170 300 360

3X (6) 16d x 2-1/2 (2) 10d x 1-1/2 1600 1485 300 360

(2) 2X (6) 10d (2) 10d x 1-1/2 1280 1170 300 3604X (6) 16d (2) 10d x 1-1/2 1760 1485 300 360

2X (6) 10d x 1-1/2 (2) 10d x 1-1/2 1360 1000 300 3603X (6) 16d x 2-1/2 (2) 10d x 1-1/2 1470 1160 300 360

(2) 2X (6) 10d (2) 10d x 1-1/2 1365 1145 300 360

4X (6) 16d (2) 10d x 1-1/2 1535 1315 300 3602X (6) 10d x 1-1/2 (6) 10d 1455 1225 300 360

3X (6) 16d x 2-1/2 (6) 10d 2335 2110 500 500

(2) 2X (10) 10d (6) 10d 2370 1995 500 5004X (10) 16d (6) 10d 2665 2390 500 500

TFI 4X (10) 16d (2) 10d x 1-1/2 3245 2440 300 3602X (6) 10d x 1-1/2 (4) 10d x 1-1/2 2080 1450 230 230

3X (8) 16d x 2-1/2 (4) 10d x 1-1/2 2360 2185 535 535

(2) 2X (8) 10d (4) 10d x 1-1/2 2310 2015 535 5354X (8) 16d (4) 10d x 1-1/2 2245 2390 535 535

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) 16d x 2-1/2 nails are 8 gauge (0.162˝ diameter) by 2-1/2˝ long. 3) Listed loads shall not be increased. 4) Uplift loads are based on DF-L / SP and have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 5) The SPF uplift load is 260 lbs. at 133% and 315 lbs. at 160%.

THO

THO (Double)

BPH

TFL

USPSeries

NailerSize


Uplift4,5


BPH Specialty Options Chart – refer to SpecialtyOptions pages 206 to 209 for additional details.

Patented Seat Cleat®helps lock I-Joist intoplace for positive seatingand nailing ease.

TFI & THO – Engineered for I-Joist to header applications. Offers full lateral support of theI-Joist top chord, eliminating the need for web stiffeners in most applications. Raised dimple nailing guides help assure correct 45° nailing into the I-Joist bottom flange. TheTHO’s feature the patented Seat Cleat® that allows for quick, positive seating. The SeatCleat® will hold the I-Joist in place, eliminating spring back during nailing in the bottomflange.

TFL – Features 11/2˝ top flange depth that accommodates all header types as well asback-to-back installations. Also features USP’s patented Seat Cleat® for quick, positiveseating.

BPH – These hangers are used to support LVL, LSL, and PSL beams and headers in light-to-medium load conditions.

Materials: See EWP Top Mount Hangers charts, pages 130-146.Finish: G90 galvanizingCodes: ICC-ES ESR-1178, NER 478 & NER 530, ICBO 2039, ICBO 3613,

FL815, FL822, L.A. City RR 23888, RR 25283, & RR 25337Patents: #5,217,317 & #5,564,248 – THO & TFL

Installation:• Use all specified fasteners. See Product Notes, page 16.• 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 209.• Uplift capacity for THO and TFL single ply hangers installed without joist nails = 85 lbs. Refer to THO, TFL, & THF Single Ply I-Joist Hangers Technical Bulletin – USP1040-061.

H

D

TF

W

TFI

THO

H

TF

DW

BPH Typical BPHinstallation

Typical TFLinstallation

Typical THOinstallation

Nailer Options – chart represents maximum allowable loadsfor hangers used on wood nailers. Reference page 120.

Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Sloped Top Flange4

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0˚ to 45˚

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) All sloped, skewed or combinations require bevel cut on joist in all applications and web stiffeners with I-joists. 4) Sloped top flanges with slopes greater than 15° may have additional header nails.

100% of table loadReduce allowabletable loads using



to product number.Ex. BPH3595-SK45R


to product number.Ex. BPH3595-SL30D

See Sloped Seat and Skewed.Ex. BPH3595-SK45RSL30D

Add SF,angle requiredand right (R) or left (L),

to product number.Ex. BPH3595-SF30L

AllowableLoads

Ordering


Slant Nailingvia dimplenail holes

Diamondholes

NEWTFL

SIZES

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®Beam Hangers – HLBH & LBH series

L

W

3˝

TF

H

D

Typical LBHinstallation

LBHSpecialty Options Chart – refer to Specialty Options pages 206 to 209 for additional details.

Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Sloped Top Flange4Top Flange Offset Saddle5

Ridge

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0˚ to 45˚ -- -- -- -- 0˚ to 45˚

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) All sloped, skewed or combinations require bevel cut on joist in all applications and web stiffeners with I-joists. 4) Sloped top flanges with slopes greater than 15° may have additional header nails. 5) Minimum header thickness shall be double the top flange (TF) dimension for 100% table load.

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

to product number.Ex. LBH3595-SF30L

Add OS,andright (R)or left (L),to product number.Ex. LBH3595-OSL

Reduce allowabletable loads using

straight-lineinterpolation

60% of table loadfor LBH.

45% of table loadfor HLBH.

Ordering


to product number.Ex. LBH3595-SK45R

AllowableLoads

LBH - 4725 lbs. Max.HLBH - 8070 lbs. Max.50% of uplift load on

skew greater than 15˚.

LBH - 4110 lbs. Max.HLBH - 7000 lbs. Max.

LBH - 3900 lbs. Max.HLBH - 6650 lbs. Max.50% of uplift load on

skew greater than 15˚.


to product number.Ex. LBH3595-SL30D

See Sloped Seat andSkewed.

Ex. LBH3595-SK45RSL30D

100% of table loadper side.

See footnote 5.100% of table load


to product number.Ex. LBH3595-SA=5-1/2˝

Add DA,andangle required

to product number.Ex. LBH3595-DA30

TF4 3/8˝

L

H

DW

HLBH

LBH – Medium-to-heavy duty hanger for LVL, LSL, and PSL beams.

HLBH – Heavy-duty hanger for LVL, LSL, and PSL beams.

Materials: See EWP Top Mount Hangers charts,pages 135-146.

Finish: USP primerCodes: NER 530, FL822, L.A. City RR 25337

Installation:• Use all specified fasteners. See Product Notes, page 16.• For welded installations, see page 209.• 16d ring shank nails are supplied with HLBH and LBH hangers.

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®Top Flange Hangers – MPH, PH, PHI, PHM, PHX, & PHXU series

PH

L

WD

H

TF

MPH – Designed to work with standard 6˝ or larger grouted concrete block wallconstruction. Eliminates the need for masons to fabricate special seats tosupport I-Joists or composite wood beams.

PH, PHM, PHX, & PHXU – Used to connect LVL, LSL, and PSL beams to headers inmedium load conditions using standard nails.

PHI – Specifically designed to support single-ply I-Joists on I-Joist headers. Joist nailing and top lateral support allows for installation without web stiffeners.

Materials: See EWP Top Mount Hangers charts, pages 130-146.Finish: USP primerCodes: NER 505, NER 530, & NER 568, FL816, FL820R-1, FL822,

L.A. City RR 25303 & RR 25337Patents: #6,463,711 B1 – PHXU

Installation:• Use all specified fasteners. See Product Notes, page 16.• For MPH series: 16d duplex nails are not provided. Place hanger on top of concreteblock. Install (2) 16d duplex nails (8 gauge or 0.162˝ dia. x 31⁄2˝ double head) in thegrouted cavity, and then continue laying the next course of block. Larger holes on topflange are provided to aid grout flow. A minimum of one course must be laid over hanger top flange and one course below hanger top flange. Courses adjacent to the topflange shall be subsequently grouted.• For PH, PHI, PHM, PHX, & PHXU welded installations, see page 209.

Assuresproper naillocation on

I-Joistheader of

similar width.

L

W 2 1/2˝

TF

H

No webstiffenerrequired.

PHI

H

W

3 3/4˝

2 1/2˝

L

MPH

Typical MPHinstallation

Typical PHIinstallation

H

L

TF

W D

PHXU

Typical PHXUinstallation

continued on next pagecontinued on next page

Install with (2)16d duplex nailsin grouted cells

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®Top Flange Hangers – MPH, PH, PHI, PHM, PHX, & PHXU series cont.

H

L

TF

WD

H

L

TF

WD

Specialty Options Chart – refer to Specialty Options pages 206 to 209 for additional details.Option USP Series Skewed1,3,5 Sloped Seat2,3 Sloped / Skewed 1,2,3 Sloped Top Flange4 Top Flange Offset5 Saddle5,6 Ridge

PH

PHI

PHM

PHX

PHXU N/AMPH -- -- N/A N/A

3-1/2˝ or less 60%

3-9/16˝ to 5-1/2˝ 75%

5-9/16˝ to 7-1/2˝ 85%

PH

PHI

PHM

PHX

PHXU N/A

MPH N/A N/A

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped/skewed hangers with slopes greater than 15° may have additional joist nails. 3) All sloped, skewed, or combinations require bevel cut on joist in all applications and web stiffeners with I-joists. 4) Sloped top flanges with slopes greater than 15° may have additional header nails. 5) Skewed, top flange offset, or saddle options will have a solid, welded top flange. 6) Minimum header thickness shall be double the top flange (TF) dimension for 100% table load.

Add SL,slope required, andup (U)or down (D),to product number.Ex. PH1795-SL30D

See Sloped Seatand Skewed.

Ex.PH1795-SK45RSL30D

Add SF,angle required, andright (R)or left (L),

to product number.Ex. PH1795-SF30L

Range

AllowableLoads

PH

Add SK,angle required, andright (R)or left (L),to product number.Ex. PH1795-SK45R

Ordering

PHX

PHXU

PHM

MPH

100% of table load.See footnote 6.

Add OS,andright (R)or left (L),to product number.Ex. PH1795-OSL

Add DA,andangle required to

to product number.Ex. PH17955-DA30

Add SA,and saddle

width requiredto product number.

Ex. PH1795-SA=5-1/2˝

100% of table load

PHI 100% of table load.

Reduceallowable table

loads usingstraight-lineinterpolation

100% of table load up toMax. load of 3000 lbs.




100% of table load100% of table load

-- --

1˚ to 84˚

1˚ to 45˚

1˚ to 60˚

100% of table load.

% oftableload:

HangerWidth

-- --0˚ to 45˚

0° to 35°See Sloped Seatand Skewed

Fastener Schedule1,2 Allowable Loads (Lbs.)3

DF-L / SP S-P-F

Header Joist 100% 100%

2X (2) 10d x 1-1/2 (2) 10d x 1-1/2 1635 1375

3X (2) 16d x 2-1/2 (2) 10d x 1-1/2 1750 1865

(2) 2X (2) 10d (2) 10d x 1-1/2 1635 1695

2X (2) 10d x 1-1/2 (2) 10d x 1-1/2 1360 1360

3X (2) 10d x 1-1/2 (2) 10d x 1-1/2 1360 1360

(2) 2X (2) 10d x 1-1/2 (2) 10d x 1-1/2 1360 13602X (2) 10d x 1-1/2 (2) 10d x 1-1/2 3010 2530

3X (2) 16d x 2-1/2 (2) 10d x 1-1/2 3570 2630

(2) 2X (2) 10d (2) 10d x 1-1/2 3325 2580

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) 16d x 2-1/2 nails are 8 gauge (0.162˝ diameter) by 2-1/2˝ long. 3) Listed loads shall not be increased.

USPSeries

NailerSize

PH

PHM

PHI

PH, PHI, & PHM Nailer Options – chart represents maximum allowable loads for hangers used on woodnailers. Reference page 120.

PHXPHM

Typical PHXinstallation

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®EWP Top Mount Hanger Charts

Dimensions Fastener Schedule2,3,4,8 100% Allowable Loads (Lbs.) 1,5,7 Uplift6

Joist Size

USPStock No. Ref. No. S

teel

Gau

ge

W H D L TF Header Joist DF-

L / S

P I-

Jois

t9

LVL

PSL

LSL

DF-

L / S

P

SPF

Mas

onry

133

%

160

%

THO15925 ITT29.25 -- 18 1-9/16 9-1/4 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1005 1345 1290 1335 1005 1005 -- 230 230

BPH15925 -- -- x 12 1-9/16 9-1/4 2-3/8 -- 1-1/2 (10) 16d (4) 10d x 1-1/2 -- 3065 3065 3065 2625 1990 -- 625 625

PH15925 W29.25 -- 12 1-9/16 9-1/4 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI15925 -- -- -- 12 1-9/16 9-1/4 2-1/2 6-1/2 1-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1360 1400 1400 1400 1360 1360 -- -- --

MPH210 WM29.25 -- 12 1-9/16 9-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 2600 -- --

THO15950 ITT29.5 -- 18 1-1/2 9-1/2 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1090 1345 1290 1335 1090 1090 -- 270 270

BPH1595 -- -- x 12 1-9/16 9-1/2 2-3/8 -- 1-1/2 (10) 16d (4) 10d x 1-1/2 -- 3065 3065 3065 2625 1990 -- 625 625

PH1595 W29.5 -- 12 1-9/16 9-1/2 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI1595 -- -- -- 12 1-9/16 9-1/2 2-1/2 6-1/2 1-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1360 1400 1400 1400 1360 1360 -- -- --

MPH1595 WM29.5 -- 12 1-9/16 9-1/2 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 2600 -- --

THO15112 ITT211.25 -- 16 1-9/16 11-1/4 2 -- 1-7/16 (6) 10d (2) 10d x 1-1/2 1030 1345 1290 1335 1030 1030 -- 230 230

BPH15112 -- -- x 12 1-9/16 11-1/4 2-3/8 -- 1-1/2 (10) 16d (4) 10d x 1-1/2 -- 3065 3065 3065 2625 1990 -- 625 625

PH15112 W211.25 -- 12 1-9/16 11-1/4 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI15112 -- -- -- 12 1-9/16 11-1/4 2-1/2 6-1/2 1-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1360 1400 1400 1400 1360 1360 -- -- --

MPH212 WM211.25 -- 12 1-9/16 11-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 2600 -- --

THO15118 ITT211.88 -- 18 1-1/2 11-7/8 2 -- 1-9/16 (6) 10d (2) 10d x 1-1/2 1205 1345 1290 1335 1205 1205 -- 270 270

BPH15118 -- -- x 12 1-9/16 11-7/8 2-3/8 -- 1-1/2 (10) 16d (4) 10d x 1-1/2 -- 3065 3065 3065 2625 1990 -- 625 625

PH15118 W211.88 -- 12 1-9/16 11-7/8 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI15118 -- -- -- 12 1-9/16 11-7/8 2-1/2 6-1/2 1-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1360 1400 1400 1400 1360 1360 -- -- --

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 -- -- -- -- -- -- 2600 -- --

THO15140 ITT214 -- 16 1-9/16 14 2-3/8 -- 1-1/2 (10) 10d (2) 10d x 1-1/2 1030 1030 1030 1030 1030 1030 -- 230 230

BPH1514 -- -- x 12 1-9/16 14 2-3/8 -- 1-1/2 (10) 16d (4) 10d x 1-1/2 -- 3065 3065 3065 2625 1990 -- 625 625

PH1514 -- -- -- 12 1-9/16 14 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI1514 -- -- -- 12 1-9/16 14 2-1/2 6-1/2 1-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1360 1400 1400 1400 1360 1360 -- -- --

MPH1514 -- -- -- 12 1-9/16 14 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 2600 -- --

THO16925 ITT1.68/9.25 -- 18 1-11/16 9-1/4 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1005 1345 1290 1335 1005 1005 -- 230 230

PH16925 -- -- -- 12 1-11/16 9-1/4 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI16925 -- -- -- 12 1-11/16 9-1/4 2-1/2 6-1/2 1-5/8 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- --

MPH16925 -- -- -- 12 1-11/16 9-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 2795 -- --

1-5/8 x 9-1/2 THO16950 -- -- -- 18 1-11/16 9-1/2 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1005 1345 1290 1335 1005 1005 -- 230 230

THO16112 ITT1.68/11.25 -- 16 1-11/16 11-1/4 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1030 1345 1290 1335 1030 1030 -- 230 230

PH16112 -- -- -- 12 1-11/16 11-1/4 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI16112 -- -- -- 12 1-11/16 11-1/4 2-1/2 6-1/2 1-5/8 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- --

MPH16112 -- -- -- 12 1-11/16 11-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 2795 -- --

1-5/8 x 11-7/8 THO16118 -- -- -- 16 1-11/16 11-7/8 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1030 1345 1290 1335 1030 1030 -- 230 230

THO16120 ITT1.68/12 -- 16 1-11/16 12 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1030 1345 1290 1335 1030 1030 -- 230 230

PHI1612 -- -- -- 12 1-11/16 12 2-1/2 6-1/2 1-5/8 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- --

MPH1612 -- -- -- 12 1-11/16 12 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 2795 -- --

THO16140 ITT1.68/14 -- 16 1-11/16 14 3 -- 1-3/4 (10) 10d (2) 10d x 1-1/2 1030 1030 1030 1030 1030 1030 -- 230 230

PH1614 -- -- -- 12 1-11/16 14 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI1614 -- -- -- 12 1-11/16 14 2-1/2 6-1/2 1-5/8 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- --

MPH1614 -- -- -- 12 1-11/16 14 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 2795 -- --

1-3/4 x 7-1/4 PHXU17725 -- -- x 7 1-13/16 7-1/4 3-1/4 10 2-1/2 (8) 16d (6) 10d x 1-1/2 -- 4425 4425 4425 4425 3070 -- 970 970 THO17925 ITT9.25 -- 18 1-13/16 9-1/4 2 -- 1-9/16 (6) 10d (2) 10d x 1-1/2 995 1345 1290 1335 995 995 -- 230 230

BPH17925 -- -- x 12 1-13/16 9-1/4 2-3/8 -- 1-3/4 (10) 16d (4) 10d x 1-1/2 -- 3395 3395 3395 3000 2245 -- 625 625 PH17925 -- -- -- 12 1-13/16 9-1/4 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI17925 -- -- -- 12 1-13/16 9-1/4 2-1/2 6-1/2 1-3/4 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- --

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 -- 3495 3330 3080 2865 2865 -- -- -- PHXU17925 -- -- x 7 1-13/16 9-1/4 3-1/4 10 2-1/2 (8) 16d (6) 10d x 1-1/2 -- 4425 4425 4425 4425 3070 -- 970 970

MPH17925 -- -- -- 12 1-13/16 9-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 2990 -- --

Header Material

Web

Stif

fene

r Req

d.

1-1/2 x 9-1/4

1-1/2 x 9-1/2

1-1/2 x 11-1/4

1-1/2 x 11-7/8

1-1/2 x 14

1-5/8 x 9-1/4

1-5/8 x 11-1/4

1-5/8 x 12

1-5/8 x 14

1-3/4 x 9-1/4

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®EWP Top Mount Hanger Charts continued


Dimensions Fastener Schedule2,3,4,8 100% Allowable Loads (Lbs.)1,5,7 Uplift6

Joist Size


teel

Gau

ge


L / S

P I-

Jois

t9

LVL

PSL

LSL

DF-

L / S

P

SPF

Mas

onry

133

%

160

%

THO17950 ITT9.5 -- 18 1-3/4 9-1/2 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1260 1345 1290 1335 1260 1260 -- 270 270

BPH1795 -- -- x 12 1-13/16 9-1/2 2-3/8 -- 1-3/4 (10) 16d (4) 10d x 1-1/2 -- 3395 3395 3395 3000 2245 -- 625 625

PH1795 W9 x 12 1-13/16 9-1/2 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI1795 -- -- -- 12 1-13/16 9-1/2 2-1/2 6-1/2 1-3/4 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- --

PHM1795 WP9 x 7/10 1-13/16 9-1/2 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3495 3330 3080 2865 2865 -- -- --

PHXU1795 -- -- x 7 1-13/16 9-1/2 3-1/4 10 2-1/2 (8) 16d (6) 10d x 1-1/2 -- 4425 4425 4425 4425 3070 -- 970 970

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 -- -- -- -- -- -- 2990 -- --

THO17112 ITT11.25 -- 16 1-13/16 11-1/4 2 -- 1-9/16 (6) 10d (2) 10d x 1-1/2 1100 1345 1290 1335 1100 1100 -- 230 230

BPH17112 -- -- x 12 1-13/16 11-1/4 2-3/8 -- 1-3/4 (10) 16d (4) 10d x 1-1/2 -- 3395 3395 3395 3000 2245 -- 625 625

PH17112 -- -- x 12 1-13/16 11-1/4 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI17112 -- -- -- 12 1-13/16 11-1/4 2-1/2 6-1/2 1-3/4 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- --

PHM17112 WP11.25 x 7/10 1-13/16 11-1/4 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3495 3330 3080 2865 2865 -- -- --

PHXU17112 WPU1.81/11.25 x 7 1-13/16 11-1/4 3-1/4 10 2-1/2 (8) 16d (6) 10d x 1-1/2 -- 4425 4425 4425 4425 3070 -- 970 970

MPH17112 -- -- -- 12 1-13/16 11-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 2990 -- --

THO17118 ITT11.88 -- 18 1-3/4 11-7/8 2 -- 1-9/16 (6) 10d (2) 10d x 1-1/2 1305 1345 1290 1335 1305 1305 -- 270 270

BPH17118 -- -- x 12 1-13/16 11-7/8 2-3/8 -- 1-3/4 (10) 16d (4) 10d x 1-1/2 -- 3395 3395 3395 3000 2245 -- 625 625

PH17118 W11 x 12 1-13/16 11-7/8 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI17118 -- -- -- 12 1-13/16 11-7/8 2-1/2 6-1/2 1-3/4 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- --

PHM17118 WP11 x 7/10 1-13/16 11-7/8 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3495 3330 3080 2865 2865 -- -- --

PHXU17118 WPU1.81/11.88 x 7 1-13/16 11-7/8 3-1/4 10 2-1/2 (8) 16d (6) 10d x 1-1/2 -- 4425 4425 4425 4425 3070 -- 970 970

MPH17118 WM11 -- 12 1-13/16 11-7/8 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 2990 -- --

BPH1712 -- -- x 12 1-13/16 12 2-3/8 -- 1-3/4 (10) 16d (4) 10d x 1-1/2 -- 3395 3395 3395 3000 2245 -- 625 625

PH1712 -- -- x 12 1-13/16 12 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHM1712 WP12 x 7/10 1-13/16 12 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3495 3330 3080 2865 2865 -- -- --

PHXU1712 -- -- x 7 1-13/16 12 3-1/4 10 2-1/2 (8) 16d (6) 10d x 1-1/2 -- 4425 4425 4425 4425 3070 -- 970 970

MPH1712 -- -- -- 12 1-13/16 12 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 2990 -- --

THO17140 ITT14 -- 16 1-13/16 14 3 -- 1-3/4 (10) 10d (2) 10d x 1-1/2 1760 1760 1760 1760 1760 1760 -- 230 230

BPH1714 -- -- x 12 1-13/16 14 2-3/8 -- 1-3/4 (10) 16d (4) 10d x 1-1/2 -- 3395 3395 3395 3000 2245 -- 625 625

PH1714 W14 x 12 1-13/16 14 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI1714 -- -- -- 12 1-13/16 14 2-1/2 6-1/2 1-3/4 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- --

PHM1714 WP14 x 7/10 1-13/16 14 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3495 3330 3080 2865 2865 -- -- --

PHXU1714 WPU1.81/14 x 7 1-13/16 14 3-1/4 10 2-1/2 (8) 16d (6) 10d x 1-1/2 -- 4425 4425 4425 4425 3070 -- 970 970

MPH1714 WM14 -- 12 1-13/16 14 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 2990 -- --

THO17160 ITT16 -- 16 1-13/16 16 3 -- 1-5/8 (10) 10d (2) 10d x 1-1/2 1760 1760 1760 1760 1760 1760 -- 230 230

BPH1716 B1.81/16 x 12 1-13/16 16 2-3/8 -- 1-3/4 (10) 16d (4) 10d x 1-1/2 -- 3395 3395 3395 3000 2245 -- 625 625

PH1716 W16 x 12 1-13/16 16 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI1716 -- -- -- 12 1-13/16 16 2-1/2 6-1/2 1-3/4 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- --

PHM1716 WP16 x 7/10 1-13/16 16 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3495 3330 3080 2865 2865 -- -- --

MPH1716 WM16 -- 12 1-13/16 16 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 2990 -- --

TFL2095 ITT2.06/9.5, ITT2.1/9.5

-- 18 2-1/8 9-1/2 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

THO20950 -- -- -- 18 2-1/8 9-1/2 2-3/8 -- 1-15/16 (6) 10d (2) 10d x 1-1/2 1030 1345 1290 1335 1030 1030 -- 230 230

PHI2095 -- -- -- 12 2-1/8 9-1/2 2-1/2 6-1/2 1-3/4 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- --

TFL20118 ITT2.06/11.88, ITT2.1/11.88

-- 18 2-1/8 11-7/8 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

THO20118 -- -- -- 18 2-1/8 11-7/8 2-3/8 -- 1-15/16 (6) 10d (2) 10d x 1-1/2 1030 1345 1290 1335 1030 1030 -- 230 230

PHI20118 -- -- -- 12 2-1/8 11-7/8 2-1/2 6-1/2 1-3/4 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- --

1) When I-joist is used as a header, all nails must be 10d x 1-1/2. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Duplex nails are No. 8 wire gauge (0.162˝ diameter) and 3-1/2˝ long, double headed nails. 4) NA16D-RS nails are 9 gauge (0.148˝ diameter) by 3-1/2˝ long, hardened ring shank nails. 5) Masonry compressive strength shall be minimum 1500 psi for MPH hangers. 6) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted 7) Some listed loads may be increased for short-term loading. Refer to code evaluation reports for USP Structural Connectors for details. 8) Minimum nail penetration shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 9) When I-Joists with flanges less than 1-1/2˝ thick are used as headers, the published capacity shall be reduced. Contact USP for additional information. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. New products or updated product information are designated in red.

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1-3/4 x 16

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TFL2014 ITT2.06/14, ITT2.1/14

-- 18 2-1/8 14 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

THO20140 -- -- -- 18 2-1/8 14 2-3/8 -- 1-15/16 (10) 10d (2) 10d x 1-1/2 1760 1760 1760 1760 1760 1760 -- 230 230

PHI2014 -- -- -- 12 2-1/8 14 2-1/2 6-1/2 1-3/4 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- --

TFL2016 ITT2.06/16, ITT2.1/16

-- 18 2-1/8 16 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

THO20160 -- -- -- 18 2-1/8 16 2-3/8 -- 1-15/16 (10) 10d (2) 10d x 1-1/2 1760 1760 1760 1760 1760 1760 -- 230 230

PHI2016 -- -- -- 12 2-1/8 16 2-1/2 6-1/2 1-3/4 (2) 10d x 1-1/2 (2) 10d x 1-1/2 1400 1400 1400 1400 1400 1400 -- -- --

THO23925 ITT359.25 -- 18 2-3/8 9-1/4 2-3/8 -- 1-7/8 (10) 10d (2) 10d x 1-1/2 1625 1625 1625 1625 1625 1265 -- 300 360

PHI23925 -- -- -- 10/12 2-3/8 9-1/4 2-1/2 6-1/2 2-5/16 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH23925 -- -- -- 12 2-3/8 9-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 3865 -- --

TFL2395 ITT359.5 -- 18 2-5/16 9-1/2 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

PHI2395 -- -- -- 10/12 2-3/8 9-1/2 2-1/2 6-1/2 2-5/16 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH2395 -- -- -- 12 2-3/8 9-1/2 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 3865 -- --

THO23100 -- -- -- 18 2-3/8 10 2-3/8 -- 1-7/8 (10) 10d (2) 10d x 1-1/2 1625 1625 1625 1625 1625 1625 -- 300 360

PHI2310 -- -- -- 10/12 2-3/8 10 2-1/2 6-1/2 2-5/16 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH2310 -- -- -- 12 2-3/8 10 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 3865 -- --

TFL23118 ITT3511.88 -- 18 2-5/16 11-7/8 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

THO23118 -- -- -- 16 2-3/8 11-7/8 2-3/8 -- 1-7/8 (10) 10d (2) 10d x 1-1/2 1835 1835 1835 1835 1835 1835 -- 300 360

PHI23118 -- -- -- 10/12 2-3/8 11-7/8 2-1/2 6-1/2 2-5/16 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH23118 WM3511.88 -- 12 2-3/8 11-7/8 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 3865 -- --

TFL2314 ITT3514 -- 18 2-5/16 14 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

THO23140 -- -- -- 18 2-3/8 14 2-3/8 -- 2 (12) 10d (2) 10d x 1-1/2 2715 2715 2715 2715 2715 2100 -- 265 265

TFI3514 MIT3514 -- 16 2-3/8 14 2-1/2 -- 2-1/16 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360

PHI2314 -- -- -- 10/12 2-3/8 14 2-1/2 6-1/2 2-5/16 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHM2314 WP3514 x 7/10 2-3/8 14 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- --

MPH2314 WM3514 -- 12 2-3/8 14 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 3865 -- --

TFL2316 -- -- -- 18 2-5/16 16 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

TFI3516 MIT3516 -- 16 2-3/8 16 2-1/2 -- 2-1/16 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360

PHI2316 -- -- -- 10/12 2-3/8 16 2-1/2 6-1/2 2-5/16 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHM2316 WP3516 x 7/10 2-3/8 16 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- --

MPH2316 WM3516 -- 12 2-3/8 16 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 3865 -- --

THO23180 -- -- x 18 2-3/8 18 2-3/8 -- 2 (14) 10d (2) 10d x 1-1/2 2685 2685 2685 2685 2685 2600 -- 300 360

TFI3518 MIT3518 -- 16 2-3/8 18 2-1/2 -- 2-1/16 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360

PHI2318 -- -- x 10/12 2-3/8 18 2-1/2 6-1/2 2-5/16 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHM2318 WP3518 x 7/10 2-3/8 18 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- --

MPH2318 WM3518 x 12 2-3/8 18 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 3865 -- --

THO23200 -- -- x 18 2-3/8 20 2-3/8 -- 2 (14) 10d (2) 10d x 1-1/2 2685 2685 2685 2685 2685 2600 -- 300 360

TFI3520 MIT3520 -- 16 2-3/8 20 2-1/2 -- 2-1/16 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360

PHI2320 -- -- x 10/12 2-3/8 20 2-1/2 6-1/2 2-5/16 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHM2320 WP3520 x 7/10 2-3/8 20 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- --

MPH2320 WM3520 x 12 2-3/8 20 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 3865 -- --

TFI3522 HIT3522 -- 16 2-3/8 22 2-1/2 -- 2-1/16 (10) 16d (2) 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 300 360

PHI2322 -- -- x 10/12 2-3/8 22 2-1/2 6-1/2 2-5/16 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHM2322 WP3522 x 7/10 2-3/8 22 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- --

MPH2322 -- -- x 12 2-3/8 22 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 3865 -- --

TFI3524 HIT3524 -- 16 2-3/8 24 2-1/2 -- 2-1/16 (10) 16d (2) 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 300 360

PHI2324 -- -- x 10/12 2-3/8 24 2-1/2 6-1/2 2-5/16 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHM2324 WP3524 x 7/10 2-3/8 24 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- --

PHX2324 -- -- x 3/10 2-3/8 24 4-1/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- --

MPH2324 -- -- x 12 2-3/8 24 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 3865 -- --

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2-1/4 - 2-5/16 x 9-1/4

2-1/4 - 2-5/16 x 9-1/2

2-1/4 - 2-5/16 x 10

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 22

2-1/4 - 2-5/16 x 24

2-1/4 - 2-5/16 x 20

2-1/4 - 2-5/16 x 16

2-1/4 - 2-5/16 x 18

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TFI3526 HIT3526 -- 16 2-3/8 26 2-1/2 -- 2-1/16 (10) 16d (2) 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 300 360 PHI2326 -- -- x 10/12 2-3/8 26 2-1/2 6-1/2 2-5/16 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHM2326 WP3526 x 7/10 2-3/8 26 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- -- PHX2326 -- -- x 3/10 2-3/8 26 4-1/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- --

MPH2326 -- -- x 12 2-3/8 26 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 3865 -- --

PHX2328 -- -- x 3/10 2-3/8 28 4-1/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- -- MPH2328 -- -- x 12 2-3/8 28 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 3865 -- --

PHM2330 WP3530 x 7/10 2-3/8 30 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- -- PHX2330 -- -- x 3/10 2-3/8 30 4-1/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- --

MPH2330 -- -- x 12 2-3/8 30 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 3865 -- --

TFL25925 ITT39.25 -- 18 2-1/2 9-1/4 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360 PHI25925 WI39.25 -- 10/12 2-9/16 9-1/4 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH25925 -- -- -- 12 2-1/2 9-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4160 -- -- 2-1/2 x 9-3/8 TFL25938 ITT39.37 -- 18 2-1/2 9-3/8 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

TFL2595 ITT39.5 -- 18 2-1/2 9-1/2 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

THO25950 -- -- -- 18 2-9/16 9-1/2 2-3/8 -- 1-15/16 (10) 10d (2) 10d x 1-1/2 1625 1625 1625 1625 1625 1625 -- 300 360

PHI2595 WI39.5 -- 10/12 2-9/16 9-1/2 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH2595 -- -- -- 12 2-1/2 9-1/2 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4160 -- --

THO25100 -- -- -- 16 2-9/16 10 2-3/8 -- 2-3/16 (10) 10d (2) 10d x 1-1/2 1625 1625 1625 1625 1625 1625 -- 300 360

PHI2510 WI310 -- 10/12 2-9/16 10 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHM2510 -- -- -- 7/10 2-9/16 10 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- --

PHX2510 -- -- -- 3/10 2-9/16 10 3-7/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- --

TFL25112 ITT311.25 -- 18 2-1/2 11-1/4 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

PHI25112 WI311.25 -- 10/12 2-9/16 11-1/4 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH25112 -- -- -- 12 2-1/2 11-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4160 -- --

TFL25115 -- -- -- 18 2-1/2 11-1/2 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

PHI25115 WI311.5 -- 10/12 2-9/16 11-1/2 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH25115 -- -- -- 12 2-1/2 11-1/2 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4160 -- --

TFL25118 ITT311.88 -- 18 2-1/2 11-7/8 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

THO25118 -- -- -- 16 2-9/16 11-7/8 2-3/8 -- 1-15/16 (10) 10d (2) 10d x 1-1/2 1835 1835 1835 1835 1835 1835 -- 300 360

PHI25118 -- -- -- 10/12 2-9/16 11-7/8 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH25118 WM311.88 -- 12 2-1/2 11-7/8 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4160 -- --

TFL2512 -- -- -- 18 2-1/2 12 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

PHI2512 WI312 -- 10/12 2-9/16 12 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHM2512 -- -- -- 7/10 2-9/16 12 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- --

PHX2512 -- -- -- 3/10 2-9/16 12 3-7/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- --

MPH2512 WMI312 -- 12 2-1/2 12 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4160 -- --

2-1/2 x 13 TFL2513 ITT313 -- 18 2-1/2 13 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

TFL2514 ITT314 -- 18 2-1/2 14 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

THO25140 -- -- -- 18 2-9/16 14 2-3/8 -- 2 (12) 10d (2) 10d x 1-1/2 2715 2715 2715 2715 2715 2100 -- 265 265

TFI314 MIT314 -- 16 2-9/16 14 2-1/2 -- 2 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360

PHI2514 WI314 -- 10/12 2-9/16 14 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHM2514 WPI314 -- 7/10 2-9/16 14 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- --

PHX2514 -- -- -- 3/10 2-9/16 14 3-7/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- --


1) When I-joist is used as a header, all nails must be 10d x 1-1/2. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Duplex nails are No. 8 wire gauge (0.162˝ diameter) and 3-1/2˝ long, double headed nails. 4) NA16D-RS nails are 9 gauge (0.148˝ diameter) by 3-1/2˝ long, hardened ring shank nails. 5) Masonry compressive strength shall be minimum 1500 psi for MPH hangers. 6) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted 7) Some listed loads may be increased for short-term loading. Refer to code evaluation reports for USP Structural Connectors for details. 8) Minimum nail penetration shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. 9) When I-Joists with flanges less than 1-1/2˝ thick are used as headers, the published capacity shall be reduced. Contact USP for additional information. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.

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2-1/4 - 2-5/16 x 26

2-1/4 - 2-5/16 x 28

2-1/4 - 2-5/16 x 30

2-1/2 x 9-1/4

2-1/2 x 9-1/2

2-1/2 x 10

2-1/2 x 11-1/4

2-1/2 x 11-1/2

2-1/2 x 11-7/8

2-1/2 x 12

2-1/2 x 14

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2-1/2 x 14-1/4 THO25142 -- -- -- 18 2-9/16 14-1/4 2-3/8 -- 1-3/4 (12) 10d (2) 10d x 1-1/2 2645 2645 2645 2645 2715 1800 -- 300 360

TFL2516 ITT316 -- 18 2-1/2 16 2 -- 1-1/2 (6) 10d (2) 10d x 1-1/2 1245 1645 1600 1700 1600 1230 -- 300 360

TFI316 MIT316 -- 16 2-9/16 16 2-1/2 -- 2 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360

PHI2516 WI316 -- 10/12 2-9/16 16 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHM2516 WPI316 -- 7/10 2-9/16 16 2-1/2 7 3 (2) 16d (2) 10d x 1-1/2 -- 3570 3570 3080 2865 2865 -- -- --

PHX2516 -- -- -- 3/10 2-9/16 16 3-7/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- --


THO25180 -- -- x 18 2-9/16 18 2-3/8 -- 2 (14) 10d (2) 10d x 1-1/2 2685 2685 2685 2685 2685 2600 -- 300 360 TFI318 MIT318 -- 16 2-9/16 18 2-1/2 -- 2 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360

PHI2518 WI318 x 10/12 2-9/16 18 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHX2518 -- -- x 3/10 2-9/16 18 3-7/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- -- MPH2518 WMI318 x 12 2-1/2 18 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4160 -- --

THO25200 -- -- x 18 2-9/16 20 2-3/8 -- 2 (14) 10d (2) 10d x 1-1/2 2685 2685 2685 2685 2685 2600 -- 300 360 TFI320 MIT320 -- 16 2-9/16 20 2-1/2 -- 2 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360

PHI2520 WI320 x 10/12 2-9/16 20 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHX2520 -- -- x 3/10 2-9/16 20 3-7/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- -- MPH2520 WMI320 x 12 2-1/2 20 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4160 -- --

TFI322 HIT322 -- 16 2-9/16 22 2-1/2 -- 2 (10) 16d (2) 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 300 360

PHI2522 WI322 x 10/12 2-9/16 22 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHX2522 -- -- x 3/10 2-9/16 22 3-7/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- --

MPH2522 -- -- x 12 2-1/2 22 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4160 -- --

TFI324 HIT324 -- 16 2-9/16 24 2-1/2 -- 2 (10) 16d (2) 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 300 360

PHI2524 WI324 x 10/12 2-9/16 24 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHX2524 -- -- x 3/10 2-9/16 24 3-7/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- --

MPH2524 -- -- x 12 2-1/2 24 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4160 -- --

TFI326 HIT326 -- 16 2-9/16 26 2-1/2 -- 2 (10) 16d (2) 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 300 360

PHI2526 WI326 x 10/12 2-9/16 26 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHX2526 -- -- x 3/10 2-9/16 26 3-7/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- --

MPH2526 -- -- x 12 2-1/2 26 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4160 -- --

PHI2528 WI328 x 10/12 2-9/16 28 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHX2528 HWI328 x 3/10 2-9/16 28 3-7/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- --

PHI2530 WI330 x 10/12 2-9/16 30 2-1/2 6-1/2 2-1/2 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

PHX2530 HWI330 x 3/10 2-9/16 30 3-7/8 10 3 (4) 16d (2) 10d x 1-1/2 -- 6015 5255 5755 5210 4370 -- -- --

THO26925 -- -- -- 18 2-11/16 9-1/4 2-3/8 -- 2 (10) 10d (2) 10d x 1-1/2 1625 1625 1625 1625 1625 1625 -- 300 360

PHI26925 -- -- -- 10/12 2-11/16 9-1/4 2-1/2 6-1/2 2-5/8 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH26925 -- -- -- 12 2-5/8 9-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

THO26950 ITT2.68/9.5 -- 18 2-11/16 9-1/2 2-3/8 -- 2 (10) 10d (2) 10d x 1-1/2 1625 1625 1625 1625 1625 1625 -- 300 360

PHI2695 -- -- -- 10/12 2-11/16 9-1/2 2-1/2 6-1/2 2-5/8 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH2695 -- -- -- 12 2-5/8 9-1/2 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

2-5/8 x 10 THO26100 -- -- -- 18 2-11/16 10 2-3/8 -- 2 (10) 10d (2) 10d x 1-1/2 1625 1625 1625 1625 1625 1625 -- 300 360

THO26112 -- -- -- 16 2-11/16 11-1/4 2-3/8 -- 2 (10) 10d (2) 10d x 1-1/2 1835 1835 1835 1835 1835 1835 -- 300 360

PHI26112 -- -- -- 10/12 2-11/16 11-1/4 2-1/2 6-1/2 2-5/8 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH26112 -- -- -- 12 2-5/8 11-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

THO26118 ITT2.68/11.88 -- 16 2-11/16 11-7/8 2-3/8 -- 2 (10) 10d (2) 10d x 1-1/2 1835 1835 1835 1835 1835 1835 -- 300 360

PHI26118 -- -- -- 10/12 2-11/16 11-7/8 2-1/2 6-1/2 2-5/8 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH26118 -- -- -- 12 2-5/8 11-7/8 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

THO26120 -- -- -- 16 2-11/16 12 2-3/8 -- 2 (10) 10d (2) 10d x 1-1/2 1835 1835 1835 1835 1835 1835 -- 300 360

PHI2612 -- -- -- 10/12 2-11/16 12 2-1/2 6-1/2 2-5/8 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH2612 WM2.68/12 -- 12 2-5/8 12 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

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Header Material

2-1/2 x 16

2-1/2 x 18

2-1/2 x 20

2-1/2 x 22

2-1/2 x 24

2-1/2 x 26

2-1/2 x 28

2-1/2 x 30

2-5/8 x 9-1/4

2-5/8 x 9-1/2

2-5/8 x 11-1/4

2-5/8 x 11-7/8

2-5/8 x 12

USP2000-071

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THO26140 -- -- -- 18 2-11/16 14 2-3/8 -- 2 (12) 10d (2) 10d x 1-1/2 2715 2715 2715 2715 2715 2300 -- 300 360

TFI2614 -- -- -- 16 2-11/16 14 2-1/2 -- 2 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360

PHI2614 -- -- -- 10/12 2-11/16 14 2-1/2 6-1/2 2-5/8 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH2614 WM2.68/14 -- 12 2-5/8 14 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

THO26160 -- -- -- 18 2-11/16 16 2-3/8 -- 2 (12) 10d (2) 10d x 1-1/2 2715 2715 2715 2715 2715 2300 -- 300 360

TFI2616 MIT2.68/16 -- 16 2-11/16 16 2-1/2 -- 2 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360

PHI2616 -- -- -- 10/12 2-11/16 16 2-1/2 6-1/2 2-5/8 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH2616 WM2.68/16 -- 12 2-5/8 16 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

THO26180 -- -- x 18 2-11/16 18 2-3/8 -- 2 (14) 10d (2) 10d x 1-1/2 2685 2685 2685 2685 2685 2500 -- 300 360 TFI2618 -- -- -- 16 2-11/16 18 2-1/2 -- 2 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360

PHI2618 -- -- x 10/12 2-11/16 18 2-1/2 6-1/2 2-5/8 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- -- MPH2618 WM2.68/18 x 12 2-5/8 18 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

THO26200 -- -- x 18 2-11/16 20 2-3/8 -- 2 (14) 10d (2) 10d x 1-1/2 2685 2685 2685 2685 2685 2500 -- 300 360

TFI2620 -- -- -- 16 2-11/16 20 2-1/2 -- 2 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360 PHI2620 -- -- x 10/12 2-11/16 20 2-1/2 6-1/2 2-5/8 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2005 2005 2005 2005 2005 2005 -- -- --

MPH2620 WM2.68/20 x 12 2-5/8 20 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

BPH27925 -- -- x 12 2-3/4 9-1/4 2-3/8 -- 2-1/8 (10) 16d (4) 10d x 1-1/2 -- 3395 3510 3775 3510 2625 -- 625 625

PHM27925 -- -- x 7/10 2-3/4 9-1/4 2-1/2 7 2-3/4 (2) 16d (2) 10d x 1-1/2 -- 3745 3570 3080 2865 2865 -- -- --

PHX27925 -- -- x 3/10 2-3/4 9-1/4 3-1/2 10 2-3/4 (4) 16d (2) 10d x 1-1/2 -- 6015 5350 5755 4580 3845 -- -- --

PHXU27925 HWU2.75/9.25 -- 7 2-3/4 9-1/4 3-1/4 10 2-1/2 (8) 16d (6) 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 970

LBH27925 GLTV2.75/9.25 x 10 2-3/4 9-1/4 4 10-3/4 2-3/4 (9) NA16D-RS (6) 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1095 1315

HLBH27925 HGLTV2.75/9.25 x 7 2-3/4 9-1/4 6 12 2-3/4 (15) NA16D-RS (6) 10d x 1-1/2 -- 10225 10225 9600 9600 8915 -- 1160 1390

MPH27925 WM2.75/9.25 -- 12 2-3/4 9-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

BPH2795 -- -- x 12 2-3/4 9-1/2 2-3/8 -- 2-1/8 (10) 16d (4) 10d x 1-1/2 -- 3395 3510 3775 3510 2625 -- 625 625

PHM2795 -- -- x 7/10 2-3/4 9-1/2 2-1/2 7 2-3/4 (2) 16d (2) 10d x 1-1/2 -- 3745 3570 3080 2865 2865 -- -- --

PHX2795 -- -- x 3/10 2-3/4 9-1/2 3-1/2 10 2-3/4 (4) 16d (2) 10d x 1-1/2 -- 6015 5350 5755 4580 3845 -- -- --

PHXU2795 HWU2.75/9.5 -- 7 2-3/4 9-1/2 3-1/4 10 2-1/2 (8) 16d (6) 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 970



MPH2795 WM2.75/9.5 -- 12 2-3/4 9-1/2 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

BPH27112 -- -- x 12 2-3/4 11-1/4 2-3/8 -- 2-5/16 (10) 16d (4) 10d x 1-1/2 -- 3395 3510 3775 3510 2625 -- 625 625

PHM27112 -- -- x 7/10 2-3/4 11-1/4 2-1/2 7 2-3/4 (2) 16d (2) 10d x 1-1/2 -- 3745 3570 3080 2865 2865 -- -- --

PHX27112 -- -- x 3/10 2-3/4 11-1/4 3-1/2 10 2-3/4 (4) 16d (2) 10d x 1-1/2 -- 6015 5350 5755 4580 3845 -- -- --

PHXU27112 HWU2.75/11.25 -- 7 2-3/4 11-1/4 3-1/4 10 2-1/2 (8) 16d (6) 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 970



MPH27112 WM2.75/11.25 -- 12 2-3/4 11-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

BPH27118 -- -- x 12 2-3/4 11-7/8 2-3/8 -- 2-5/16 (10) 16d (4) 10d x 1-1/2 -- 3395 3510 3775 3510 2625 -- 625 625

PHM27118 -- -- x 7/10 2-3/4 11-7/8 2-1/2 7 2-3/4 (2) 16d (2) 10d x 1-1/2 -- 3745 3570 3080 2865 2865 -- -- --

PHX27118 -- -- x 3/10 2-3/4 11-7/8 3-1/2 10 2-3/4 (4) 16d (2) 10d x 1-1/2 -- 6015 5350 5755 4580 3845 -- -- --

PHXU27118 HWU2.75/11.88 -- 7 2-3/4 11-7/8 3-1/4 10 2-1/2 (8) 16d (6) 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 970



MPH27118 WM2.75/11.88 -- 12 2-3/4 11-7/8 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --


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Header Material

2-5/8 x 20

2-11/16 x 9-1/4

2-5/8 x 14

2-5/8 x 16

2-5/8 x 18

2-11/16 x 9-1/2

2-11/16 x 11-1/4

2-11/16 x 11-7/8

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BPH2712 -- -- x 12 2-3/4 12 2-3/8 -- 2-1/4 (10) 16d (4) 10d x 1-1/2 -- 3395 3510 3775 3510 2625 -- 625 625

PHM2712 -- -- x 7/10 2-3/4 12 2-1/2 7 2-3/4 (2) 16d (2) 10d x 1-1/2 -- 3745 3570 3080 2865 2865 -- -- --

PHX2712 -- -- x 3/10 2-3/4 12 3-1/2 10 2-3/4 (4) 16d (2) 10d x 1-1/2 -- 6015 5350 5755 4580 3845 -- -- --

PHXU2712 -- -- -- 7 2-3/4 12 3-1/4 10 2-1/2 (8) 16d (6) 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 970

LBH2712 GLTV2.75/12 x 10 2-3/4 12 4 10-3/4 2-3/4 (9) NA16D-RS (6) 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1095 1315

HLBH2712 HGLTV2.75/12 x 7 2-3/4 12 6 12 2-3/4 (15) NA16D-RS (6) 10d x 1-1/2 -- 10225 10225 9600 9600 8915 -- 1160 1390

MPH2712 WM2.75/12 -- 12 2-3/4 12 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

BPH2714 -- -- x 12 2-3/4 14 2-3/8 -- 2-1/4 (10) 16d (4) 10d x 1-1/2 -- 3395 3510 3775 3510 2625 -- 625 625 PHM2714 -- -- x 7/10 2-3/4 14 2-1/2 7 2-3/4 (2) 16d (2) 10d x 1-1/2 -- 3745 3570 3080 2865 2865 -- -- --

PHX2714 -- -- x 3/10 2-3/4 14 3-1/2 10 2-3/4 (4) 16d (2) 10d x 1-1/2 -- 6015 5350 5755 4580 3845 -- -- --

PHXU2714 HWU2.75/14 -- 7 2-3/4 14 3-1/4 10 2-1/2 (8) 16d (6) 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 970 LBH2714 GLTV2.75/14 x 10 2-3/4 14 4 10-3/4 2-3/4 (9) NA16D-RS (6) 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1095 1315

HLBH2714 HGLTV2.75/14 x 7 2-3/4 14 6 12 2-3/4 (15) NA16D-RS (6) 10d x 1-1/2 -- 10225 10225 9600 9600 8915 -- 1160 1390 MPH2714 WM2.75/14 -- 12 2-3/4 14 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

BPH2716 -- -- x 12 2-3/4 16 2-3/8 -- 2-1/4 (10) 16d (4) 10d x 1-1/2 -- 3395 3510 3775 3510 2625 -- 625 625

PHM2716 -- -- x 7/10 2-3/4 16 2-1/2 7 2-3/4 (2) 16d (2) 10d x 1-1/2 -- 3745 3570 3080 2865 2865 -- -- --

PHX2716 -- -- x 3/10 2-3/4 16 3-1/2 10 2-3/4 (4) 16d (2) 10d x 1-1/2 -- 6015 5350 5755 4580 3845 -- -- --

PHXU2716 HWU2.75/16 -- 7 2-3/4 16 3-1/4 10 2-1/2 (8) 16d (6) 10d x 1-1/2 -- 6020 5785 6020 5285 3590 -- 970 970

LBH2716 GLTV2.75/16 x 10 2-3/4 16 4 10-3/4 2-3/4 (9) NA16D-RS (6) 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1095 1315

HLBH2716 HGLTV2.75/16 x 7 2-3/4 16 6 12 2-3/4 (15) NA16D-RS (6) 10d x 1-1/2 -- 10225 10225 9600 9600 8915 -- 1160 1390

MPH2716 WM2.75/16 -- 12 2-3/4 16 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d x 1-1/2 -- -- -- -- -- -- 4280 -- --

THO15925-2 -- -- x 16 3-1/16 9-1/4 2-3/8 -- 1-1/2 (10) 16d (6) 10d 2630 2330 2490 2490 2500 2400 -- 930 1115

BPH31925 -- -- x 12 3-1/8 9-1/4 2-3/8 -- 2-5/16 (10) 16d (4) 10d -- 3655 3510 3775 3510 2815 -- 625 625

PHM15925-2 WP29.25-2 x 7/10 3-1/8 9-1/4 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 2865 2865 -- -- --

PHX15925-2 -- -- x 3/10 3-1/8 9-1/4 3-1/2 10 3 (4) 16d (2) 10d -- 5875 5255 5755 5210 4370 -- -- --

MPH210-2 WM29.25-2 x 12 3-1/8 9-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO15950-2 MIT29.5-2 x 16 3-1/16 9-1/2 2-3/8 -- 1-1/2 (10) 16d (6) 10d 2630 2330 2490 2490 2500 2310 -- 930 1115

BPH3195 -- -- x 12 3-1/8 9-1/2 3 -- 2-5/16 (10) 16d (4) 10d -- 3655 3510 3775 3510 2815 -- 625 625

PHM1595-2 WP29.5-2 x 7/10 3-1/8 9-1/2 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 2865 2865 -- -- --

PHX1595-2 -- -- x 3/10 3-1/8 9-1/2 3-1/2 10 3 (4) 16d (2) 10d -- 5875 5255 5755 5210 4370 -- -- --

MPH1595-2 WM29.5-2 x 12 3-1/8 9-1/2 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO15112-2 -- -- x 16 3-1/16 11-1/4 2-3/8 -- 1-9/16 (10) 16d (6) 10d 2630 2330 2535 2535 2535 2400 -- 930 1115

BPH31112 -- -- x 12 3-1/8 11-1/4 3 -- 2-3/16 (10) 16d (4) 10d -- 3655 3510 3775 3510 2815 -- 665 800

PHM15112-2 WP211.25-2 x 7/10 3-1/8 11-1/4 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 2865 2865 -- -- --

PHX15112-2 HW211.25-2 x 3/10 3-1/8 11-1/4 3-1/2 10 3 (4) 16d (2) 10d -- 5875 5255 5755 5210 4370 -- -- --

MPH15112-2 WM211.25-2 x 12 3-1/8 11-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO15118-2 MIT211.88-2 x 16 3-1/16 11-7/8 2-3/8 -- 1-1/2 (10) 16d (6) 10d 2630 2330 2465 2465 2535 2400 -- 930 1115

BPH31118 -- -- x 12 3-1/8 11-7/8 3 -- 2-3/16 (10) 16d (4) 10d -- 3655 3510 3775 3510 2815 -- 665 800

PHM15118-2 WP211.88-2 x 7/10 3-1/8 11-7/8 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 2865 2865 -- -- --

PHX15118-2 HW211.88-2 x 3/10 3-1/8 11-7/8 3-1/2 10 3 (4) 16d (2) 10d -- 5875 5255 5755 5210 4370 -- -- --

MPH15118-2 WM211.88-2 x 12 3-1/8 11-7/8 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO15140-2 -- -- x 12 3-1/16 14 3 -- 2-1/8 (10) 16d (6) 10d 2630 2330 2535 2535 2535 2400 -- 1015 1175

BPH3114 -- -- x 12 3-1/8 14 3 -- 2-3/16 (10) 16d (4) 10d -- 3655 3510 3775 3510 2815 -- 665 800

MPH1514-2 -- -- x 12 3-1/8 14 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

3-1/4 x 9-1/2 THO16950-2 -- -- x 16 3-5/16 9-1/2 2-3/8 -- 1-1/2 (10) 16d (6) 10d 2630 2330 2490 2490 2500 1700 -- 930 1115

3-1/4 x 11-7/8 THO16118-2 -- -- x 16 3-5/16 11-7/8 2-3/8 -- 1-9/16 (10) 16d (6) 10d 2630 2330 2535 2535 2535 1720 -- 930 1115

THO35925 ITT49.25 -- 16 3-9/16 9-1/4 2-3/8 -- 2-1/2 (10) 10d (2) 10d x 1-1/2 2050 2050 2050 2050 2050 2050 -- 300 360

THO17925-2 -- -- x 16 3-9/16 9-1/4 2-3/8 -- 1-1/2 (10) 16d (6) 10d 2630 2330 2490 2490 2665 2300 -- 930 1115

BPH35925 -- -- x 12 3-9/16 9-1/4 2-3/8 -- 2-1/4 (10) 16d (4) 10d -- 3680 3510 3775 3510 3280 -- 665 800

PHI35925 WI49.25 -- 10/12 3-9/16 9-1/4 2-1/2 6-1/2 3 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- --

PHM35925 WPI49.25 x 7/10 3-5/8 9-1/4 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 3255 3255 -- -- --

PHX35925 HWI49.25 x 3/10 3-9/16 9-1/4 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5350 5755 5210 4230 -- -- --

PHXU35925 HWU3.56/9.25 x 7 3-5/8 9-1/4 3-1/4 10 2-1/2 (8) 16d (6) 10d -- 6650 5785 6420 5285 3590 -- 1035 1240

LBH35925 -- -- x 10 3-5/8 9-1/4 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1420

HLBH35925 HGLTV3.56/9.25 x 7 3-5/8 9-1/4 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1420 1420

MPH410 WM410 -- 12 3-9/16 9-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

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2-11/16 x 12

2-11/16 x 14

2-11/16 x 16

3 x 9-1/4

3 x 9-1/2

3 x 11-1/4

3 x 11-7/8

3 x 14

3-1/2 x 9-1/4


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3-1/2 x 9-3/8 THO35938 ITT49.37 -- 16 3-9/16 9-3/8 2-3/8 -- 2-9/16 (10) 10d (2) 10d x 1-1/2 2050 2050 2050 2050 2050 2050 -- 300 360

THO35950 ITT49.5 -- 16 3-9/16 9-1/2 2-3/8 -- 2-7/16 (10) 10d (2) 10d x 1-1/2 2050 2050 2050 2050 2050 2050 -- 300 360

THO17950-2 MIT49.5 x 16 3-9/16 9-1/2 2-3/8 -- 1-9/16 (10) 16d (6) 10d 2630 2330 2555 2555 2665 2400 -- 930 1115

BPH3595 -- -- x 12 3-9/16 9-1/2 2-3/8 -- 2-1/4 (10) 16d (4) 10d -- 3680 3510 3775 3510 3280 -- 665 800

PH1795-2 -- -- x 12 3-5/8 9-1/2 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI3595 WI49.5 -- 10/12 3-9/16 9-1/2 2-1/2 6-1/2 3 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- --

PHM3595 WPI49.5 x 7/10 3-5/8 9-1/2 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 3255 3255 -- -- --

PHX3595 HWI49.5 x 3/10 3-9/16 9-1/2 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5350 5755 5210 4370 -- -- --

PHXU3595 HWU3.56/9.5 x 7 3-5/8 9-1/2 3-1/4 10 2-1/2 (8) 16d (6) 10d -- 6650 5785 6420 5285 3590 -- 1035 1240

LBH3595 GLTV3.59 x 10 3-5/8 9-1/2 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1420

HLBH3595 HGLTV3.59 x 7 3-5/8 9-1/2 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1420 1420

MPH1795-2 WM3.56/9.5 -- 12 3-5/8 9-1/2 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO35100 ITT410 -- 16 3-9/16 10 2-3/8 -- 2-1/2 (10) 10d (2) 10d x 1-1/2 2050 2050 2050 2050 2050 2050 -- 300 360

MPH3510 -- -- -- 12 3-1/2 10 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO35112 ITT411.25 -- 16 3-9/16 11-1/4 2-3/8 -- 2-1/2 (10) 10d (2) 10d x 1-1/2 2050 2050 2050 2050 2050 2050 -- 300 360

THO17112-2 -- -- x 16 3-9/16 11-1/4 2-3/8 -- 1-9/16 (10) 16d (6) 10d 2630 2330 2535 2535 2700 2400 -- 930 1115

BPH35112 -- -- x 12 3-9/16 11-1/4 2-3/8 -- 2-1/4 (10) 16d (4) 10d -- 3680 3510 3775 3510 3280 -- 665 800

PHI35112 WI411.25 -- 10/12 3-9/16 11-1/4 2-1/2 6-1/2 3 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- --

PHM35112 -- -- x 7/10 3-5/8 11-1/4 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 3255 3255 -- -- --

PHX35112 HWI411.25 x 3/10 3-9/16 11-1/4 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5350 5755 5210 4370 -- -- --

PHXU35112 HWU3.56/11.25 x 7 3-5/8 11-1/4 3-1/4 10 2-1/2 (8) 16d (6) 10d -- 6650 5785 6420 5285 3590 -- 1035 1240

LBH35112 GLTV3.56/11.25 x 10 3-5/8 11-1/4 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1420

HLBH35112 HGLTV3.56/11.25 x 7 3-5/8 11-1/4 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1420 1420

MPH412 WM412 -- 12 3-9/16 11-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO35115 ITT411.5 -- 16 3-9/16 11-1/2 2-3/8 -- 2-1/2 (10) 10d (2) 10d x 1-1/2 2050 2050 2050 2050 2050 2050 -- 300 360

BPH35115 -- -- x 12 3-9/16 11-1/2 2-3/8 -- 2-1/4 (10) 16d (4) 10d -- 3680 3510 3775 3510 3280 -- 665 800

PHI35115 WI411.5 -- 10/12 3-9/16 11-1/2 2-1/2 6-1/2 3 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- --

PHM35115 -- -- x 7/10 3-5/8 11-1/2 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 3255 3255 -- -- --

MPH35115 -- -- -- 12 3-1/2 11-1/2 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO35118 ITT411.88 -- 18 3-9/16 11-7/8 2-3/8 -- 2-1/2 (10) 10d (2) 10d x 1-1/2 2050 2050 2050 2050 2050 2050 -- 300 360

THO17118-2 MIT411.88 x 16 3-9/16 11-7/8 2-3/8 -- 1-9/16 (10) 16d (6) 10d 2630 2330 2355 2355 2700 2300 -- 930 1115

BPH35118 B3.56/11.88 x 12 3-9/16 11-7/8 2-3/8 -- 2-1/4 (10) 16d (4) 10d -- 3680 3510 3775 3510 3280 -- 665 800

PH17118-2 W11-2 x 12 3-5/8 11-7/8 2-1/2 6-1/2 3 (2) 16d (2) 10d x 1-1/2 -- 2600 2600 2440 2435 1655 -- -- --

PHI35118 -- -- -- 10/12 3-9/16 11-7/8 2-1/2 6-1/2 3 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- --

PHM35118 WPI411.88 x 7/10 3-5/8 11-7/8 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 3255 3255 -- -- --

PHX35118 HWI411.88 x 3/10 3-9/16 11-7/8 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5350 5755 5210 4370 -- -- --

PHXU35118 HWU3.56/11.88 x 7 3-5/8 11-7/8 3-1/4 10 2-1/2 (8) 16d (6) 10d -- 6650 5785 6420 5285 3590 -- 1035 1240

LBH35118 GLTV3.511 x 10 3-5/8 11-7/8 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1420


MPH17118-2 WM3.56/11.88 -- 12 3-5/8 11-7/8 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --


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3-1/2 x 9-1/2

3-1/2 x 10

3-1/2 x 11-1/4

3-1/2 x 11-1/2

3-1/2 x 11-7/8


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THO35120 ITT412 -- 18 3-9/16 12 2-3/8 -- 2-1/2 (10) 10d (2) 10d x 1-1/2 2050 2050 2050 2050 2050 2050 -- 300 360

BPH3512 -- -- x 12 3-9/16 12 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1140

PHI3512 WI412 -- 10/12 3-9/16 12 2-1/2 6-1/2 3 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- -- PHX3512 HWI412 x 3/10 3-9/16 12 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5350 5755 5210 4370 -- -- --

LBH3512 GLTV3.512 x 10 3-5/8 12 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1420 HLBH3512 HGLTV3.512 x 7 3-5/8 12 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1420 1420

MPH3512 WMI412 -- 12 3-1/2 12 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

3-1/2 x 12-1/2 THO35125 ITT412.5 -- 18 3-9/16 12-1/2 2-3/8 -- 2-3/8 (10) 10d (2) 10d x 1-1/2 2050 2050 2050 2050 2050 2050 -- 300 360 3-1/2 x 13 THO35130 ITT413 -- 18 3-9/16 13 2-3/8 -- 2-1/2 (10) 10d (2) 10d x 1-1/2 2050 2050 2050 2050 2050 2050 -- 265 265

THO35140 ITT414 -- 18 3-9/16 14 2-3/8 -- 2-1/2 (12) 10d (2) 10d x 1-1/2 2715 2715 2715 2715 2715 2100 -- 300 360 TFI414 MIT414 -- 16 3-9/16 14 2-1/2 -- 2-1/8 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360

THO17140-2 -- -- x 12 3-9/16 14 3 -- 1-15/16 (10) 16d (6) 10d 2630 2330 3700 3700 3700 3000 -- 1015 1175

BPH3514 B3.56/14 x 12 3-9/16 14 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1140 PHI3514 WI414 -- 10/12 3-9/16 14 2-1/2 6-1/2 3 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- --

PHM3514 WPI414 x 7/10 3-5/8 14 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 3255 3255 -- -- -- PHX3514 HWI414 x 3/10 3-9/16 14 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5350 5755 5210 4370 -- -- --

PHXU3514 HWU3.56/14 x 7 3-5/8 14 3-1/4 10 2-1/2 (8) 16d (6) 10d -- 6650 5785 6420 5285 3590 -- 1035 1240


MPH3514 WMI414 -- 12 3-1/2 14 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- -- 3-1/2 x 14-1/4 THO35142 -- -- -- 18 3-9/16 14-1/4 2-3/8 -- 2-1/4 (12) 10d (2) 10d x 1-1/2 2715 2715 2715 2715 2715 2100 -- 265 265

THO35160 -- -- -- 18 3-9/16 16 2-3/8 -- 2-1/2 (12) 10d (2) 10d x 1-1/2 2715 2715 2715 2715 2715 2100 -- 300 360

TFI416 MIT416 -- 16 3-9/16 16 2-1/2 -- 2-1/8 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360 THO17160-2 -- -- x 12 3-9/16 16 3 -- 1-15/16 (10) 16d (6) 10d 2630 2330 3700 3700 3700 3000 -- 1015 1175

BPH3516 B3.56/16 x 12 3-9/16 16 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1140 PHI3516 WI416 -- 10/12 3-9/16 16 2-1/2 6-1/2 3 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- --


PHXU3516 HWU3.56/16 x 7 3-5/8 16 3-1/4 10 2-1/2 (8) 16d (6) 10d -- 6650 5785 6420 5285 3590 -- 1035 1240


MPH3516 WMI416 -- 12 3-1/2 16 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- -- THO35180 -- -- x 18 3-9/16 18 2-3/8 -- 2-1/2 (14) 10d (2) 10d x 1-1/2 2685 2685 2685 2685 2685 2100 -- 300 360

TFI418 MIT418 -- 16 3-9/16 18 2-1/2 -- 2-1/8 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360

BPH3518 -- -- x 12 3-9/16 18 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1140 PHI3518 WI418 x 10/12 3-9/16 18 2-1/2 6-1/2 3 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- --


PHXU3518 HWU3.56/18 x 7 3-5/8 18 3-1/4 10 2-1/2 (8) 16d (6) 10d -- 6650 5785 6420 5285 3590 -- 1035 1240


MPH3518 WMI418 x 12 3-1/2 18 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- -- THO35200 -- -- x 18 3-9/16 20 2-3/8 -- 2-1/2 (14) 10d (2) 10d x 1-1/2 2685 2685 2685 2685 2685 2100 -- 300 360

TFI420 MIT420 -- 16 3-9/16 20 2-1/2 -- 2-1/8 (6) 16d (2) 10d x 1-1/2 -- 2560 2235 2265 2560 1660 -- 300 360



PHXU3520 HWU3.56/20 x 7 3-5/8 20 3-1/4 10 2-1/2 (8) 16d (6) 10d -- 6650 5785 6420 5285 3590 -- 1035 1240

LBH3520 -- -- x 10 3-5/8 20 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1420 HLBH3520 HGLTV3.520 x 7 3-5/8 20 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1420 1420

MPH3520 WMI420 x 12 3-1/2 20 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

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Header Material

3-1/2 x 12

3-1/2 x 14

3-1/2 x 16

3-1/2 x 18

3-1/2 x 20


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TFI422 HIT422 -- 16 3-9/16 22 2-1/2 -- 2-1/8 (10) 16d (2) 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 300 360 BPH3522 -- -- x 12 3-9/16 22 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1140

PHI3522 WI422 x 10/12 3-9/16 22 2-1/2 6-1/2 3 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- -- PHM3522 WPI422 x 7/10 3-5/8 22 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 3255 3255 -- -- --

PHX3522 HWI422 x 3/10 3-9/16 22 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5350 5755 5210 4370 -- -- --

LBH3522 -- -- x 10 3-5/8 22 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1420 HLBH3522 -- -- x 7 3-5/8 22 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1420 1420

TFI424 HIT424 -- 16 3-9/16 24 2-1/2 -- 2-1/8 (10) 16d (2) 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 300 360 BPH3524 -- -- x 12 3-9/16 24 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1140

PHI3524 WI424 x 10/12 3-9/16 24 2-1/2 6-1/2 3 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- --



TFI426 HIT426 -- 16 3-9/16 26 2-1/2 -- 2-1/8 (10) 16d (2) 10d x 1-1/2 -- 3245 2920 2950 3245 2345 -- 300 360



LBH3526 -- -- x 10 3-5/8 26 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1420

HLBH3526 -- -- x 7 3-5/8 26 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1420 1420 BPH3528 -- -- x 12 3-9/16 28 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1140

PHI3528 WI428 x 10/12 3-9/16 28 2-1/2 6-1/2 3 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- -- PHM3528 WPI428 x 7/10 3-5/8 28 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 3255 3255 -- -- --

PHX3528 HWI428 x 3/10 3-9/16 28 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5350 5755 5210 4370 -- -- --


BPH3530 -- -- x 12 3-9/16 30 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1140

PHI3530 WI430 x 10/12 3-9/16 30 2-1/2 6-1/2 3 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- --

PHM3530 WPI430 x 7/10 3-5/8 30 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 3255 3255 -- -- --

PHX3530 HWI430 x 3/10 3-9/16 30 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5350 5755 5210 4370 -- -- --

LBH3530 -- -- x 10 3-5/8 30 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1420

HLBH3530 -- -- x 7 3-5/8 30 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1420 1420

BPH3532 -- -- x 12 3-9/16 32 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1140

PHI3532 -- -- x 10/12 3-9/16 32 2-1/2 6-1/2 3 (2) 10d x 1-1/2 (2) 10d x 1-1/2 2150 2150 2150 2150 2150 2150 -- -- --

PHM3532 WPI432 x 7/10 3-5/8 32 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 3255 3255 -- -- --

PHX3532 HWI432 x 3/10 3-9/16 32 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5350 5755 5210 4370 -- -- --

THO20950-2 LBV4.12/9.5, LBV4.28/9.5

x 16 4-3/16 9-1/2 3 -- 2 (10) 16d (6) 10d 2630 2330 2665 2665 2665 2415 -- 930 1115

PHM4295 -- -- x 7/10 4-3/16 9-1/2 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 3255 3255 -- -- --

THO20118-2 LBV4.12/11.88, LBV4.28/11.88

x 16 4-3/16 11-7/8 3 -- 2 (10) 16d (6) 10d 2630 2330 2700 2700 2700 2415 -- 930 1115

PHM42118 -- -- x 7/10 4-3/16 11-7/8 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 3255 3255 -- -- --

THO20140-2 LBV4.12/14, LBV4.28/14

x 12 4-3/16 14 3 -- 1-15/16 (10) 16d (6) 10d 2630 2330 3700 3700 3700 3000 -- 1015 1175

PHM4214 -- -- x 7/10 4-3/16 14 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 3255 3255 -- -- --


3-1/2 x 32

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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

4 - 4-3/16 x 9-1/2

4 - 4-3/16 x 14

4 - 4-3/16 x 11-7/8

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THO20160-2 LBV4.12/16, LBV4.28/16

x 12 4-3/16 16 3 -- 1-15/16 (10) 16d (6) 10d 2630 2330 3700 3700 3700 3000 -- 1015 1175

PHM4216 -- -- x 7/10 4-3/16 16 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3570 3080 3255 3255 -- -- --

THO23925-2 -- -- x 12 4-3/4 9-1/4 3 -- 2-1/16 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

PHM23925-2 -- -- x 7/10 4-3/4 9-1/4 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

MPH23925-2 -- -- x 12 4-5/8 9-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO23950-2 -- -- x 12 4-3/4 9-1/2 3 -- 2 (10) 16d (6) 10d 2630 3535 3635 3635 3665 3000 -- 1015 1175

PHM2395-2 WP359.5-2 x 7/10 4-3/4 9-1/2 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

MPH2395-2 -- -- x 12 4-5/8 9-1/2 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO23100-2 -- -- x 12 4-3/4 10 3 -- 2-1/8 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

PHM2310-2 WP3510-2 x 7/10 4-3/4 10 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

MPH2310-2 -- -- x 12 4-5/8 10 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO23112-2 -- -- x 12 4-3/4 11-1/4 3 -- 2-1/8 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

PHM23112-2 -- -- x 7/10 4-3/4 11-1/4 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

MPH23112-2 -- -- x 12 4-5/8 11-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO23118-2 MIT3511.88-2 x 12 4-3/4 11-7/8 3 -- 2-1/8 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

PHM23118-2 WP3511.88-2 x 7/10 4-3/4 11-7/8 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

MPH23118-2 WM3511.88-2 x 12 4-5/8 11-7/8 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO23120-2 -- -- x 12 4-3/4 12 3 -- 2-1/8 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

PHM2312-2 WP3512-2 x 7/10 4-3/4 12 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

MPH2312-2 WM3512-2 x 12 4-5/8 12 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO23140-2 MIT3514-2 x 12 4-3/4 14 3 -- 2-1/8 (12) 16d (6) 10d 2630 3535 4405 4405 4450 3300 -- 1015 1175

PHM2314-2 WP3514-2 x 7/10 4-3/4 14 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2314-2 -- -- x 3/10 4-3/4 14 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

MPH2314-2 WM3514-2 x 12 4-5/8 14 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO23160-2 -- -- x 12 4-3/4 16 3 -- 2-1/8 (12) 16d (6) 10d 2630 3535 4405 4405 4450 3300 -- 1015 1175

PHM2316-2 WP3516-2 x 7/10 4-3/4 16 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2316-2 -- -- x 3/10 4-3/4 16 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

MPH2316-2 WM3516-2 x 12 4-5/8 16 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO23180-2 -- -- x 12 4-3/4 18 3 -- 2-1/8 (14) 16d (6) 10d 2630 3535 4685 4685 5365 3600 -- 1015 1175

PHM2318-2 WP3518-2 x 7/10 4-3/4 18 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2318-2 -- -- x 3/10 4-3/4 18 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

MPH2318-2 WM3518-2 x 12 4-5/8 18 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO23200-2 -- -- x 12 4-3/4 20 3 -- 2-1/8 (14) 16d (6) 10d 2630 3535 4685 4685 5365 3600 -- 1015 1175

PHM2320-2 WP3520-2 x 7/10 4-3/4 20 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2320-2 -- -- x 3/10 4-3/4 20 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

MPH2320-2 WM3520-2 x 12 4-5/8 20 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

PHM2322-2 WP3522-2 x 7/10 4-3/4 22 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2322-2 -- -- x 3/10 4-3/4 22 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

LBH2322-2 GLTV3522-2 x 10 4-3/4 22 4 10-3/4 3-1/8 (9) NA16D-RS (6) 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1095 1315

PHM2324-2 WP3524-2 x 7/10 4-3/4 24 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2324-2 -- -- x 3/10 4-3/4 24 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

LBH2324-2 GLTV3524-2 x 10 4-3/4 24 4 10-3/4 3-1/8 (9) NA16D-RS (6) 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1095 1315

PHM2326-2 WP3526-2 x 7/10 4-3/4 26 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2326-2 -- -- x 3/10 4-3/4 26 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

LBH2326-2 -- -- x 10 4-3/4 26 4 10-3/4 3-1/8 (9) NA16D-RS (6) 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1095 1315

PHM2328-2 WP3528-2 x 7/10 4-3/4 28 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2328-2 -- -- x 3/10 4-3/4 28 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

LBH2328-2 -- -- x 10 4-3/4 28 4 10-3/4 3-1/8 (9) NA16D-RS (6) 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1095 1315

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4-1/2 - 4-5/8 x 9-1/4

4 - 4-3/16 x 16

4-1/2 - 4-5/8 x 9-1/2

4-1/2 - 4-5/8 x 10

4-1/2 - 4-5/8 x 11-1/4

4-1/2 - 4-5/8 x 11-7/8

4-1/2 - 4-5/8 x 12

4-1/2 - 4-5/8 x 14

4-1/2 - 4-5/8 x 16

4-1/2 - 4-5/8 x 18

4-1/2 - 4-5/8 x 20

4-1/2 - 4-5/8 x 22

4-1/2 - 4-5/8 x 24

4-1/2 - 4-5/8 x 26

4-1/2 - 4-5/8 x 28

USP2000-071

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PHM2330-2 WP3530-2 x 7/10 4-3/4 30 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2330-2 -- -- x 3/10 4-3/4 30 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

LBH2330-2 -- -- x 10 4-3/4 30 4 10-3/4 3-1/8 (9) NA16D-RS (6) 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1095 1315

THO25925-2 -- -- x 12 5-1/8 9-1/4 3 -- 2-11/16 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

PHM25925-2 -- -- x 7/10 5-1/8 9-1/4 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

MPH25925-2 -- -- x 12 5 9-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO25950-2 MIT39.5-2 x 12 5-1/8 9-1/2 3 -- 2-1/8 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

PHM2595-2 WPI39.5-2 x 7/10 5-1/8 9-1/2 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

MPH2595-2 -- -- x 12 5 9-1/2 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO25100-2 -- -- x 12 5-1/8 10 3 -- 2-1/4 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

PHM2510-2 -- -- x 7/10 5-1/8 10 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2510-2 -- -- x 3/10 5-1/8 10 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

MPH2510-2 -- -- x 12 5 10 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO25112-2 -- -- x 12 5-1/8 11-1/4 3 -- 2-1/8 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

PHM25112-2 -- -- x 7/10 5-1/8 11-1/4 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

MPH25112-2 -- -- x 12 5 11-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO25115-2 -- -- x 12 5-1/8 11-1/2 3 -- 2 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

PHM25115-2 -- -- x 7/10 5-1/8 11-1/2 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

MPH25115-2 -- -- x 12 5 11-1/2 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO25118-2 MIT311.88-2 x 12 5-1/8 11-7/8 3 -- 2-1/8 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

PHM25118-2 WPI311.88-2 x 7/10 5-1/8 11-7/8 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

MPH25118-2 -- -- x 12 5 11-7/8 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO25120-2 -- -- x 12 5-1/8 12 3 -- 2-1/8 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

PHM2512-2 -- -- x 7/10 5-1/8 12 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2512-2 -- -- x 3/10 5-1/8 12 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

MPH2512-2 -- -- x 12 5 12 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO25140-2 MIT314-2 x 12 5-1/8 14 3 -- 2-1/8 (12) 16d (6) 10d 2630 3535 4405 4405 4450 3300 -- 1015 1175

PHM2514-2 WPI314-2 x 7/10 5-1/8 14 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2514-2 -- -- x 3/10 5-1/8 14 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

MPH2514-2 -- -- x 12 5 14 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO25160-2 -- -- x 12 5-1/8 16 3 -- 2-1/8 (12) 16d (6) 10d 2630 3535 4405 4405 4450 3300 -- 1015 1175

PHM2516-2 WPI316-2 x 7/10 5-1/8 16 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2516-2 -- -- x 3/10 5-1/8 16 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

MPH2516-2 -- -- x 12 5 16 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO25180-2 -- -- x 12 5-1/8 18 3 -- 2-1/8 (14) 16d (6) 10d 2630 3535 4685 4685 5365 3600 -- 1015 1175

PHM2518-2 WPI318-2 x 7/10 5-1/8 18 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2518-2 -- -- x 3/10 5-1/8 18 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

MPH2518-2 -- -- x 12 5 18 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO25200-2 -- -- x 12 5-1/8 20 3 -- 2-1/8 (14) 16d (6) 10d 2630 3535 4685 4685 5365 3600 -- 1015 1175

PHM2520-2 WPI320-2 x 7/10 5-1/8 20 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2520-2 -- -- x 3/10 5-1/8 20 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

MPH2520-2 -- -- x 12 5 20 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

PHM2522-2 WPI322-2 x 7/10 5-1/8 22 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2522-2 -- -- x 3/10 5-1/8 22 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

LBH2522-2 -- -- x 10 5-1/8 22 4 10-3/4 3-1/8 (9) NA16D-RS (6) 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1095 1315


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5 x 22

4-1/2 - 4-5/8 x 30

5 x 9-1/4

5 x 9-1/2

5 x 10

5 x 11-1/4

5 x 11-1/2

5 x 11-7/8

5 x 12

5 x 14

5 x 16

5 x 18

5 x 20

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PHM2524-2 WPI324-2 x 7/10 5-1/8 24 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2524-2 -- -- x 3/10 5-1/8 24 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

LBH2524-2 -- -- x 10 5-1/8 24 4 10-3/4 3-1/8 (9) NA16D-RS (6) 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1095 1315

PHM2526-2 WPI326-2 x 7/10 5-1/8 26 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2526-2 -- -- x 3/10 5-1/8 26 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

LBH2526-2 -- -- x 10 5-1/8 26 4 10-3/4 3-1/8 (9) NA16D-RS (6) 10d x 1-1/2 -- 6500 6880 6010 6400 6400 -- 1095 1315

PHM2528-2 -- -- x 7/10 5-1/8 28 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2528-2 -- -- x 3/10 5-1/8 28 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

PHM2530-2 -- -- x 7/10 5-1/8 30 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3255 2965 3255 3255 -- -- --

PHX2530-2 -- -- x 3/10 5-1/8 30 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5255 5755 5210 4370 -- -- --

THO26925-2 -- -- x 12 5-3/8 9-1/4 3 -- 2-1/8 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

BPH52925 -- -- x 12 5-3/8 9-1/4 3 -- 2-3/16 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM52925 -- -- x 7/10 5-3/8 9-1/4 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX52925 -- -- x 3/10 5-3/8 9-1/4 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

PHXU52925 -- -- x 7 5-3/8 9-1/4 3-1/4 11-3/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH52925 -- -- x 10 5-3/8 9-1/4 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525

HLBH52925 -- -- x 7 5-3/8 9-1/4 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1550 1605

MPH52925 -- -- x 12 5-3/8 9-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO26950-2 -- -- x 12 5-3/8 9-1/2 3 -- 2-3/8 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

BPH5295 -- -- x 12 5-3/8 9-1/2 3 -- 2-3/16 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM5295 -- -- x 7/10 5-3/8 9-1/2 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX5295 -- -- x 3/10 5-3/8 9-1/2 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

PHXU5295 -- -- x 7 5-3/8 9-1/2 3-1/4 11-3/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH5295 -- -- x 10 5-3/8 9-1/2 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525

HLBH5295 -- -- x 7 5-3/8 9-1/2 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1550 1605

MPH5295 -- -- x 12 5-3/8 9-1/2 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO26112-2 -- -- x 12 5-3/8 11-1/4 3 -- 2-1/8 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

BPH52112 -- -- x 12 5-3/8 11-1/4 3 -- 2-3/16 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM52112 -- -- x 7/10 5-3/8 11-1/4 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX52112 -- -- x 3/10 5-3/8 11-1/4 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

PHXU52112 -- -- x 7 5-3/8 11-1/4 3-1/4 11-3/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH52112 -- -- x 10 5-3/8 11-1/4 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525

HLBH52112 -- -- x 7 5-3/8 11-1/4 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1550 1605

MPH52112 -- -- x 12 5-3/8 11-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO26118-2 -- -- x 12 5-3/8 11-7/8 3 -- 2-1/8 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

BPH52118 -- -- x 12 5-3/8 11-7/8 3 -- 2-3/16 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM52118 -- -- x 7/10 5-3/8 11-7/8 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX52118 -- -- x 3/10 5-3/8 11-7/8 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

PHXU52118 -- -- x 7 5-3/8 11-7/8 3-1/4 11-3/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH52118 -- -- x 10 5-3/8 11-7/8 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525

HLBH52118 -- -- x 7 5-3/8 11-7/8 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1550 1605

MPH52118 -- -- x 12 5-3/8 11-7/8 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO26120-2 -- -- x 12 5-3/8 12 3 -- 2-1/16 (10) 16d (6) 10d 2630 3535 3665 3665 3665 3000 -- 1015 1175

BPH5212 -- -- x 12 5-3/8 12 3 -- 2-3/16 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM5212 -- -- x 7/10 5-3/8 12 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX5212 -- -- x 3/10 5-3/8 12 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

LBH5212 -- -- x 10 5-3/8 12 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525

HLBH5212 -- -- x 7 5-3/8 12 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1550 1605

MPH5212 -- -- x 12 5-3/8 12 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

Web

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Header Material

5 x 24

5 x 26

5 x 28

5-1/4 x 11-1/4

5-1/4 x 11-7/8

5-1/4 x 12

5 x 30

5-1/4 x 9-1/4

5-1/4 x 9-1/2


USP2000-071

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THO26140-2 -- -- x 12 5-3/8 14 3 -- 2-1/8 (12) 16d (6) 10d 2630 3535 4405 4405 4450 3300 -- 1015 1175

BPH5214 -- -- x 12 5-3/8 14 3 -- 2-3/16 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM5214 -- -- x 7/10 5-3/8 14 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX5214 -- -- x 3/10 5-3/8 14 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

PHXU5214 -- -- x 7 5-3/8 14 3-1/4 11-3/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH5214 -- -- x 10 5-3/8 14 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525

HLBH5214 -- -- x 7 5-3/8 14 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1550 1605

MPH5214 -- -- x 12 5-3/8 14 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO26160-2 -- -- x 12 5-3/8 16 3 -- 2-1/8 (12) 16d (6) 10d 2630 3535 4405 4405 4450 3300 -- 1015 1175

BPH5216 -- -- x 12 5-3/8 16 3 -- 2-3/16 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM5216 -- -- x 7/10 5-3/8 16 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX5216 -- -- x 3/10 5-3/8 16 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

PHXU5216 -- -- x 7 5-3/8 16 3-1/4 11-3/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH5216 -- -- x 10 5-3/8 16 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525

HLBH5216 -- -- x 7 5-3/8 16 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1550 1605

MPH5216 -- -- x 12 5-3/8 16 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO26180-2 -- -- x 12 5-3/8 18 3 -- 2-1/8 (14) 16d (6) 10d 2630 3535 4685 4685 5365 3600 -- 1015 1175

BPH5218 -- -- x 12 5-3/8 18 3 -- 2-3/16 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM5218 -- -- x 7/10 5-3/8 18 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX5218 -- -- x 3/10 5-3/8 18 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

PHXU5218 -- -- x 7 5-3/8 18 3-1/4 11-3/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH5218 -- -- x 10 5-3/8 18 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525

HLBH5218 -- -- x 7 5-3/8 18 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1550 1605

MPH5218 -- -- x 12 5-3/8 18 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

THO26200-2 -- -- x 12 5-3/8 20 3 -- 2-1/8 (14) 16d (6) 10d 2630 3535 4685 4685 5365 3600 -- 1015 1175

PHXU5220 -- -- x 7 5-3/8 20 3-1/4 11-3/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH5220 -- -- x 10 5-3/8 20 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525

HLBH5220 -- -- x 7 5-3/8 20 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1550 1605

5-1/4 x 22 PHXU5222 -- -- x 7 5-3/8 22 3-1/4 11-3/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

5-1/4 x 24 PHXU5224 -- -- x 7 5-3/8 24 3-1/4 11-3/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

HLBH55925 -- -- x 7 5-9/16 9-1/4 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1550 1605

PHXU55925 HWU5.50/9.25 x 7 5-1/2 9-1/4 3-1/4 11-1/2 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

MPH55925 -- -- x 12 5-5/8 9-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

BPH5595 -- -- x 12 5-9/16 9-1/2 2-3/8 -- 2-3/16 (10) 16d (4) 10d -- 3680 3510 3775 3510 3280 -- 1000 1200

PHM5595 WP5.50/9.5 x 7/10 5-5/8 9-1/2 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX5595 -- -- x 3/10 5-5/8 9-1/2 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5680 5755 5045 4230 -- -- --

PHXU5595 HWU5.50/9.5 x 7 5-1/2 9-1/2 3-1/4 11-1/2 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH5595 GLTV5.59 x 10 5-9/16 9-1/2 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525


MPH5595 WM5.50/9.5 x 12 5-5/8 9-1/2 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

HLBH55112 -- -- x 7 5-9/16 11-1/4 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1550 1605

PHXU55112 HWU5.50/11.25 x 7 5-1/2 11-1/4 3-1/4 11-1/2 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

MPH55112 -- -- x 12 5-5/8 11-1/4 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --


Web

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Header Material

5-1/4 x 20

5-1/4 x 14

5-1/4 x 16

5-1/4 x 18

5-1/2 x 9-1/4

5-1/2 x 9-1/2

5-1/2 x 11-1/4

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Joist Size


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BPH55118 -- -- x 12 5-9/16 11-7/8 3 -- 2-1/16 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1200

PHM55118 WP5.50/11.88 x 7/10 5-5/8 11-7/8 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX55118 -- -- x 3/10 5-5/8 11-7/8 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5680 5755 5045 4230 -- -- --

PHXU55118 HWU5.50/11.88 x 7 5-1/2 11-7/8 3-1/4 11-1/2 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH55118 GLTV5.511 x 10 5-9/16 11-7/8 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525


MPH55118 WM5.50/11.88 x 12 5-5/8 11-7/8 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

HLBH5512 HGLTV5.512 x 7 5-9/16 12 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1550 1605

PHXU5512 HWU5.50/12 x 7 5-1/2 12 3-1/4 11-1/2 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

MPH5512 WM5.50/12 x 12 5-5/8 12 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

BPH5514 -- -- x 12 5-9/16 14 2-3/8 -- 2-3/16 (10) 16d (4) 10d -- 3680 3510 3775 3510 3280 -- 1000 1200

PHM5514 WP5.50/14 x 7/10 5-5/8 14 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX5514 -- -- x 3/10 5-5/8 14 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5680 5755 5045 4230 -- -- --

PHXU5514 HWU5.50/14 x 7 5-1/2 14 3-1/4 11-1/2 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH5514 GLTV5.514 x 10 5-9/16 14 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525


MPH5514 WM5.50/14 x 12 5-5/8 14 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

BPH5516 -- -- x 12 5-9/16 16 2-3/8 -- 2-3/16 (10) 16d (4) 10d -- 3680 3510 3775 3510 3280 -- 1000 1200

PHM5516 WP5.50/16 x 7/10 5-5/8 16 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX5516 -- -- x 3/10 5-5/8 16 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5680 5755 5045 4230 -- -- --

PHXU5516 HWU5.50/16 x 7 5-1/2 16 3-1/4 11-1/2 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH5516 GLTV5.516 x 10 5-9/16 16 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525


MPH5516 WM5.50/16 x 12 5-5/8 16 2-1/2 7 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

BPH5518 -- -- x 12 5-9/16 18 2-3/8 -- 2-3/16 (10) 16d (4) 10d -- 3680 3510 3775 3510 3280 -- 1000 1200

PHM5518 WP5.50/18 x 7/10 5-5/8 18 2-1/2 7 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX5518 HW5.50/18 x 3/10 5-5/8 18 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5680 5755 5045 4230 -- -- --

PHXU5518 HWU5.50/18 x 7 5-1/2 18 3-1/4 11-1/2 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH5518 GLTV5.518 x 10 5-9/16 18 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525


LBH5520 -- -- x 10 5-9/16 20 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525

PHXU5520 HWU5.50/20 x 7 5-1/2 20 3-1/4 11-1/2 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240


LBH5522 -- -- x 10 5-9/16 22 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525

HLBH5522 -- -- x 7 5-9/16 22 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1550 1605

LBH5524 -- -- x 10 5-9/16 24 4 10-3/4 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6880 6010 6400 6400 -- 1270 1525

HLBH5524 -- -- x 7 5-9/16 24 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10565 9600 9600 8915 -- 1550 1605

7 x 7-1/4 PHXU71725 HWU7.12/7.25 x 7 7-1/8 7-1/4 3-1/4 13-1/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

BPH71925 -- -- x 12 7-1/8 9-1/4 2-3/8 -- 2-1/2 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1200

PHM35925-2 WPI49.25-2 x 7/10 7-1/8 9-1/4 2-1/2 10 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX35925-2 HWI49.25-2 x 3/10 7-1/8 9-1/4 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

PHXU71925 HWU7.12/9.25 x 7 7-1/8 9-1/4 3-1/4 13-1/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH71925 -- -- x 10 7-1/8 9-1/4 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525

HLBH71925 -- -- x 7 7-1/8 9-1/4 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10370 9600 9600 8915 -- 1550 1605

MPH35925-2 WMI49.25-2 x 12 7-1/8 9-1/4 2-1/2 8 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

Header Material

Web

Stif

fene

r Req

d.

5-1/2 x 11-7/8

5-1/2 x 12

5-1/2 x 14

5-1/2 x 16

5-1/2 x 18

5-1/2 x 20

5-1/2 x 22

5-1/2 x 24

7 x 9-1/4


USP2000-071

EEWW

PPHH

aann

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2007

US

PS

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Joist Size


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BPH7195 -- -- x 12 7-1/8 9-1/2 2-3/8 -- 2-1/2 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1200

PHM3595-2 WPI49.5-2 x 7/10 7-1/8 9-1/2 2-1/2 10 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX3595-2 HWI49.5-2 x 3/10 7-1/8 9-1/2 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

PHXU7195 HWU7.12/9.5 x 7 7-1/8 9-1/2 3-1/4 13-1/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH7195 GLTV49.5-2 x 10 7-1/8 9-1/2 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525

HLBH7195 -- -- x 7 7-1/8 9-1/2 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10370 9600 9600 8915 -- 1550 1605

MPH3595-2 -- -- x 12 7-1/8 9-1/2 2-1/2 8 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

BPH7110 -- -- x 12 7-1/8 10 2-3/8 -- 2-1/2 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1200

PHM3510-2 WPI410-2 x 7/10 7-1/8 10 2-1/2 10 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX3510-2 HWI410-2 x 3/10 7-1/8 10 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

MPH3510-2 -- -- x 12 7-1/8 10 2-1/2 8 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

BPH71112 -- -- x 12 7-1/8 11-1/4 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM35112-2 WPI411.25-2 x 7/10 7-1/8 11-1/4 2-1/2 10 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX35112-2 HWI411.25-2 x 3/10 7-1/8 11-1/4 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

PHXU71112 HWU7.12/11.25 x 7 7-1/8 11-1/4 3-1/4 13-1/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH71112 GLTV411.25-2 x 10 7-1/8 11-1/4 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525

HLBH71112 HGLTV411.25-2 x 7 7-1/8 11-1/4 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10370 9600 9600 8915 -- 1550 1605


BPH71115 -- -- x 12 7-1/8 11-1/2 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM35115-2 WPI411.5-2 x 7/10 7-1/8 11-1/2 2-1/2 10 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX35115-2 -- -- x 3/10 7-1/8 11-1/2 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

MPH35115-2 -- -- x 12 7-1/8 11-1/2 2-1/2 8 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

BPH71118 B7.12/11.88 x 12 7-1/8 11-7/8 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM35118-2 WPI411.88-2 x 7/10 7-1/8 11-7/8 2-1/2 10 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX35118-2 HWI411.88-2 x 3/10 7-1/8 11-7/8 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

PHXU71118 HWU7.12/11.88 x 7 7-1/8 11-7/8 3-1/4 13-1/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH71118 GLTV411.88-2 x 10 7-1/8 11-7/8 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525

HLBH71118 HGLTV411.88-2 x 7 7-1/8 11-7/8 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10370 9600 9600 8915 -- 1550 1605


BPH7112 -- -- x 12 7-1/8 12 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM3512-2 WPI412-2 x 7/10 7-1/8 12 2-1/2 10 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX3512-2 HWI412-2 x 3/10 7-1/8 12 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

LBH7112 GLTV412-2 x 10 7-1/8 12 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525

HLBH7112 HGLTV412-2 x 7 7-1/8 12 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10370 9600 9600 8915 -- 1550 1605

MPH3512-2 WMI412-2 x 12 7-1/8 12 2-1/2 8 3-3/4 (2) 16d duplex (2) 10d -- -- -- -- -- -- 4280 -- --

BPH7114 B7.12/14 x 12 7-1/8 14 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM3514-2 WPI414-2 x 7/10 7-1/8 14 2-1/2 10 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX3514-2 HWI414-2 x 3/10 7-1/8 14 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

PHXU7114 HWU7.12/14 x 7 7-1/8 14 3-1/4 13-1/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH7114 GLTV414-2 x 10 7-1/8 14 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525




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7 x 9-1/2

7 x 10

7 x 11-1/4

7 x 11-1/2

7 x 11-7/8

7 x 12

7 x 14


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BPH7116 B7.12/16 x 12 7-1/8 16 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM3516-2 WPI416-2 x 7/10 7-1/8 16 2-1/2 10 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX3516-2 HWI416-2 x 3/10 7-1/8 16 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

PHXU7116 HWU7.12/16 x 7 7-1/8 16 3-1/4 13-1/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH7116 GLTV416-2 x 10 7-1/8 16 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525



BPH7118 B7.12/18 x 12 7-1/8 18 3 -- 2-1/4 (10) 16d (6) 10d -- 3680 3515 3775 3510 3280 -- 1000 1200

PHM3518-2 WPI418-2 x 7/10 7-1/8 18 2-1/2 10 3 (2) 16d (2) 10d -- 3745 3665 3080 3390 3390 -- -- --

PHX3518-2 HWI418-2 x 3/10 7-1/8 18 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5375 5755 5045 4230 -- -- --

PHXU7118 HWU7.12/18 x 7 7-1/8 18 3-1/4 13-1/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH7118 GLTV418-2 x 10 7-1/8 18 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525



BPH7120 B7.12/20 x 12 7-1/8 20 3 -- 2-1/2 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1200

PHX7120 HWI420-2 x 3/10 7-1/8 20 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5680 5755 5045 4230 -- -- --

PHXU7120 HWU7.12/20 x 7 7-1/8 20 3-1/4 13-1/8 2-1/2 (8) 16d (6) 10d -- 6650 5785 6650 5285 3590 -- 1035 1240

LBH7120 GLTV420-2 x 10 7-1/8 20 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525


BPH7122 B7.12/22 x 12 7-1/8 22 3 -- 2-1/2 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1200

PHX7122 HWI422-2 x 3/10 7-1/8 22 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5680 5755 5045 4230 -- -- --

LBH7122 GLTV422-2 x 10 7-1/8 22 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525

HLBH7122 HGLTV7.12/22 x 7 7-1/8 22 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10370 9600 9600 8915 -- 1550 1605

BPH7124 B7.12/24 x 12 7-1/8 24 3 -- 2-1/2 (10) 16d (6) 10d -- 3680 3510 3775 3510 3280 -- 1000 1200

PHX7124 HWI424-2 x 3/10 7-1/8 24 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5680 5755 5045 4230 -- -- --

LBH7124 GLTV424-2 x 10 7-1/8 24 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525

HLBH7124 HGLTV7.12/24 x 7 7-1/8 24 6 12 3-1/8 (15) NA16D-RS (6) 16d -- 10620 10370 9600 9600 8915 -- 1550 1605

PHX7126 HWI426-2 x 3/10 7-1/8 26 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5680 5755 5045 4230 -- -- --

LBH7126 GLTV426-2 x 10 7-1/8 26 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525


PHX7128 HWI428-2 x 3/10 7-1/8 28 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5680 5755 5045 4230 -- -- --

LBH7128 GLTV428-2 x 10 7-1/8 28 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525


PHX7130 HWI430-2 x 3/10 7-1/8 30 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5680 5755 5045 4230 -- -- --

LBH7130 GLTV430-2 x 10 7-1/8 30 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525


PHX7132 HWI432-2 x 3/10 7-1/8 32 2-1/2 10 3 (4) 16d (2) 10d -- 6015 5680 5755 5045 4230 -- -- --

LBH7132 -- -- x 10 7-1/8 32 4 12 3-1/8 (9) NA16D-RS (6) 16d -- 6500 6980 6010 6400 6400 -- 1270 1525



7 x 18

7 x 16

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Header Material

7 x 32

7 x 30

7 x 28

7 x 26

7 x 24

7 x 22

7 x 20

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Floor Floor

Rafter Width Ref. No. W L Plate Rafter 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

1-1/2 TMP2 -- -- 18 1-9/16 5-9/16 (6) 10d (4) 10d x 1-1/2 990 990 990 220 220 990 990 990 220 220

1-3/4 TMP175 -- -- 18 1-13/16 5-9/16 (6) 10d (4) 10d x 1-1/2 1150 1150 1150 220 220 1150 1150 1150 220 220 2 or 2-1/8 TMP21 -- -- 18 2-1/8 6-3/8 (6) 10d (4) 10d x 1-1/2 1290 1290 1290 220 220 1290 1290 1290 220 220

2-5/16 TMP23 -- -- 18 2-3/8 6-3/8 (6) 10d (4) 10d x 1-1/2 1970 1970 1970 220 220 1970 1970 1970 220 220 2-1/2 or 2-5/8 TMP25 -- -- 18 2-11/16 6-3/8 (6) 10d (4) 10d x 1-1/2 1970 1970 1970 220 220 1970 1970 1970 220 220

3 TMP31 -- -- 18 3-1/8 7-5/16 (6) 10d (4) 10d x 1-1/2 1970 1970 1970 220 220 1970 1970 1970 220 220

3-1/2 TMP4 -- -- 18 3-9/16 7-5/16 (6) 10d (4) 10d x 1-1/2 1970 1970 1970 220 220 1970 1970 1970 220 220

1) Allowable loads are governed by test results; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails.

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

Roof Uplift

DF-L / SP S-P-F

USPStock No.

SteelGauge

Roof Uplift

Rafter Width Ref. No. W H D L Plate Rafter46/12 7/12 8/12 9/12 10/12 11/12 12/12 13/12 14/12 133% 160%

1-1/2 TMPH2 -- -- 1-9/16 2-1/2 4 6-9/16 (10) 10d (8) 10d x 1-1/2 3190 3170 3110 3000 2840 2640 2420 2180 1945 200 200

1-3/4 TMPH175 -- -- 1-13/16 2-3/8 4 6-9/16 (10) 10d (8) 10d x 1-1/2 3190 3170 3110 3000 2840 2640 2420 2180 1945 200 200

2 or 2-1/8 TMPH21 -- -- 2-1/8 2-5/8 4 7-3/8 (10) 10d (8) 10d x 1-1/2 3190 3170 3110 3000 2840 2640 2420 2180 1945 200 200 2-5/16 TMPH23 -- -- 2-3/8 2-1/2 4 7-3/8 (10) 10d (8) 10d x 1-1/2 3190 3170 3110 3000 2840 2640 2420 2180 1945 200 200

2-1/2 or 2-5/8 TMPH25 -- -- 2-11/16 2-5/16 4 7-3/8 (10) 10d (8) 10d x 1-1/2 3190 3170 3110 3000 2840 2640 2420 2180 1945 200 200 3 TMPH31 -- -- 3-1/8 2-11/16 4 8-9/16 (10) 10d (8) 10d x 1-1/2 3190 3170 3110 3000 2840 2640 2420 2180 1945 200 200

3-1/2 TMPH4 -- -- 3-9/16 2-1/2 4 8-9/16 (10) 10d (8) 10d x 1-1/2 3190 3170 3110 3000 2840 2640 2420 2180 1945 200 200

1) Allowable Loads may not be increased for duration of load adjustments. 2) 10d x 1-1/2 nails are 9 gauge (0.148" diameter) by 1-1/2˝ long. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails. 4) Web stiffeners are required for all Wood I-Joist installations.

Allowable Loads (Lbs.) 1

According to Pitch UpliftUSPStock No.


DF-L / SP

The TMP and TMPH are designed to make rafter-to-plateconnections and eliminates time-consuming bird’s-mouth notchingor bevel plate installation. Both series are available in I-Joists sizes,as well as standard 2x sizes.

TMP – Adjusts to pitches from 1/12 to 6/12.

TMPH – Adjusts to pitches from 6/12 to 14/12.

Materials: TMP – 18 gaugeTMPH – 16 gaugeFulcrum – 12 gauge

Finish: G90 galvanizingCodes: NER 478 & NER 530, FL815, FL822

L.A. City RR 25283 & RR 25337Patents: #5,217,317 – TMP,

#5,230,198 – TMPH

Installation:• Use all specified fasteners. See Product Notes, page 16.• Position connector on top plate. Fasten connector tooutside of top plate with specified nails. Insert rafter into rafterpocket. Adjust rafter and pocket to correct pitch. Fasten rafterto connector with specified nails. Installing the TMP requiresdriving specified nails through the opposing slots in the pocket.TMPH installation involves sliding the fulcrum until it supportsthe pocket at the desired pitch and nailing down through the fulcrum base into the top plate to lock the fulcrum into position.

DW

H

L 4 11/16˝

fulcrum

3 1/2˝

LW

Pitch Range:TMP – 1/12 - 6/12TMPH – 6/12 - 14/12

TMPTMPH

Typical TMP installationTypical TMPH installation

Adjustable Rafter-To-Plate Connectors – TMP & TMPH series

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Slope/Skew Hangers – LSSH series


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The LSSH series connects rafters to ridge beams in vaulted roof structures. This seriesis field adjustable to meet a variety of skew and/or slope applications. Slopes to any pitchto 45° up or down and skews up to 45° right or left.


Options: LSSH210 and LSSH31 are availablein Triple Zinc. To order, add TZ tostock number, as in LSSH210-TZ.

Codes: NER 505, L.A. City 25303, FL816Patents: #5,217,317

Installation:• Use all specified fasteners. See Product Notes, page 16.Steps:

1. Position LSSH connector against plumb-cut end of joist. Fasten joist side flanges on both sides with 10d x 11/2˝ nails. Bend seat up to fit against joist bottom and drive (1) 10d x 11/2˝nail through bottom seat into rafter bottom. Drive (2) 10d x 11/2˝nails at downward angle through dimpled nailing guides.2. Lean connector and rafter end against ridge beam at desired position. Install 10d or 16d nails through nail holes into ridge beam at right 90° angle. If skewing the rafter, only drive nails into ridge beam on inside flange.3. Bend flange to desired angle. 4. Hammer outside flange until edge touches header. Fasten outside flange to ridge by driving 10d or 16d nails through nail holes.• Web stiffeners are required for all wood I-Joist installations.• Designer may consider adding a tension restraint for the supported member for roof slopes exceeding 6/12.

H

W1W2 W2

3˝

Slope to 45˚up or down

LSSH210

H

Slope to45˚

up ordown

W1W2 W2

3˝

LSSH35

skew to 45° maximumskew to 45˚ maximum

12 3 & 4

Typical LSSH179installation

Floor Floor

Rafter Width Ref. No. W1 W2 H Header Rafter 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

1-1/2 LSSH15-TZ LSU26Z 18 1-9/16 5-3/16 8-13/16 (6) 10d (7) 10d x 1-1/2 685 785 855 740 740 590 675 735 625 625 1-1/2 LSSH210 LSSU210 18 1-9/16 1-3/4 8-13/16 (10) 10d (7) 10d x 1-1/2 1140 1310 1425 1065 1065 980 1125 1225 915 1065

1-3/4 LSSH179 LSSUI25 18 1-13/16 1-5/8 8-13/16 (10) 10d (7) 10d x 1-1/2 1140 1310 1425 1065 1065 980 1125 1225 915 1065

2 - 2-1/8 LSSH20 LSSUI2.06, LSSU2.1 18 2-1/8 2-1/2 8-13/16 (10) 10d (7) 10d x 1-1/2 1140 1310 1425 980 980 980 1125 1225 915 980 2-1/4 - 2-5/16 LSSH23 LSSUI35 18 2-5/16 2-3/8 8-13/16 (10) 10d (7) 10d x 1-1/2 1140 1310 1425 980 980 980 1125 1225 915 980

2-1/2 LSSH25 LSSUH310 16 2-9/16 2-3/4 8-13/16 (18) 16d (12) 10d x 1-1/2 2485 2600 2600 1195 1195 2140 2465 2600 1195 1195 2-5/8 LSSH26 LSSUIH2.68 16 2-11/16 2-5/8 8-13/16 (18) 16d (12) 10d x 1-1/2 2485 2600 2600 1195 1195 2140 2465 2600 1195 1195

3 LSSH31 LSSU210-2 16 3-1/8 3-3/4 8-13/16 (18) 16d (12) 10d x 1-1/2 2485 2855 3105 1585 1585 2140 2465 2680 1585 1585

3-1/2 LSSH35 LSSU410 16 3-9/16 3-1/2 8-13/16 (18) 16d (12) 10d x 1-1/2 2485 2855 3105 1585 1585 2140 2465 2680 1585 1585

1-1/2 LSSH15-TZ LSU26Z 18 1-9/16 5-3/16 8-13/16 (6) 10d (7) 10d x 1-1/2 685 785 815 740 740 590 675 685 625 625 1-1/2 LSSH210 LSSU210 18 1-9/16 1-3/4 8-13/16 (10) 10d (7) 10d x 1-1/2 1140 1310 1425 1065 1065 980 1125 1225 915 1065

1-3/4 LSSH179 LSSUI25 18 1-13/16 1-5/8 8-13/16 (10) 10d (7) 10d x 1-1/2 1140 1310 1425 1065 1065 980 1125 1225 915 1065

2 - 2-1/8 LSSH20 LSSUI2.06, LSSU2.1 18 2-1/8 2-1/2 8-13/16 (10) 10d (7) 10d x 1-1/2 1140 1310 1425 980 980 980 1125 1225 915 980 2-1/4 - 2-5/16 LSSH23 LSSUI35 18 2-5/16 2-3/8 8-13/16 (10) 10d (7) 10d x 1-1/2 1140 1310 1425 980 980 980 1125 1225 915 980

2-1/2 LSSH25 LSSUH310 16 2-9/16 2-3/4 8-13/16 (14) 16d (12) 10d x 1-1/2 1825 1825 1825 1195 1195 1665 1825 1825 1195 1195 2-5/8 LSSH26 LSSUIH2.68 16 2-11/16 2-5/8 8-13/16 (14) 16d (12) 10d x 1-1/2 1825 1825 1825 1195 1195 1665 1825 1825 1195 1195

3 LSSH31 LSSU210-2 16 3-1/8 3-3/4 8-13/16 (14) 16d (12) 10d x 1-1/2 1920 1920 1920 1585 1585 1665 1915 1920 1585 1585 3-1/2 LSSH35 LSSU410 16 3-9/16 3-1/2 8-13/16 (14) 16d (12) 10d x 1-1/2 1920 1920 1920 1585 1585 1665 1915 1920 1585 1585

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails. New products or updated product information are designated in red.

SLOPED ONLY HANGERS

SKEWED HANGERS or SLOPED & SKEWED HANGERS

USPStock No.

SteelGauge

Roof Uplift1Roof Uplift1


DF-L / SP S-P-F


See ANSI/TPI section for truss chord applications page 193

NEWSIZE

Typical GHF51135installation

USP2000-071

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Floor

Ref. No. W H D Header Joist 100% 115% 125% 133% 160%

3-1/8 x 6 GHF31600 -- -- 12 3-3/16 5-7/8 2-3/8 (10) NA25 (4) NA25 2190 2520 2740 1170 1400

3-1/8 x 7-1/2 GHF31750 -- -- 12 3-3/16 7-3/8 2-3/8 (12) NA25 (4) NA25 2630 3020 3285 1170 1400 3-1/8 x 9 GHF31900 -- -- 12 3-3/16 8-7/8 2-3/8 (16) NA25 (5) NA25 3505 4030 4380 1460 1750

3-1/8 x 10-1/2 GHF31105 -- -- 12 3-3/16 10-3/8 2-3/8 (20) NA25 (6) NA25 4380 5035 5475 1750 2100

3-1/8 x 12 GHF31120 -- -- 12 3-3/16 11-7/8 2-3/8 (22) NA25 (6) NA25 4820 5540 5800 1750 2100 3-1/8 x 13-1/2 GHF31135 -- -- 12 3-3/16 13-3/8 2-3/4 (24) NA25 (6) NA25 5255 5665 5800 1750 2100


3-1/8 x 18 GHF31178 -- -- 12 3-3/16 17-3/4 2-3/4 (30) NA25 (11) NA25 6570 7555 7825 3210 3855

3-1/4 x 9 GHF32900 -- -- 12 3-5/16 8-7/8 2-3/8 (16) NA25 (5) NA25 3505 4030 4380 1460 1750 3-1/4 x 12 GHF32120 -- -- 12 3-5/16 11-7/8 2-3/8 (22) NA25 (6) NA25 4820 5540 5800 1750 2100


5-1/8 x 9 GHF51900 -- -- 12 5-3/16 8-7/8 2-3/8 (18) NA25 (5) NA25 3940 4535 4930 1460 1750




5-1/8 x 19-1/2 GHF51192 -- -- 7 5-3/16 19-1/8 2-3/4 (34) NA25 (8) NA25 8500 9775 10395 2665 3200


5-1/8 x 24 GHF51233 -- -- 7 5-3/16 23-1/4 2-3/4 (40) NA25 (11) NA25 10000 11055 11330 3665 4400 5-1/4 x 9 GHF52900 -- -- 12 5-5/16 8-7/8 2-3/8 (18) NA25 (5) NA25 3940 4535 4930 1460 1750

5-1/4 x 12 GHF52120 -- -- 12 5-5/16 11-7/8 2-3/8 (24) NA25 (6) NA25 5255 6045 6570 1750 2100



6-3/4 x 12 GHF67120 -- -- 7 6-7/8 11-7/8 2-3/4 (28) NA25 (8) NA25 7000 8050 8750 2665 3200



6-3/4 x 19-1/2 GHF67195 -- -- 7 6-7/8 19-1/8 3 (40) NA25 (14) NA25 10000 11500 12500 4665 5600

6-3/4 x 21 GHF67210 -- -- 7 6-7/8 20-3/8 3 (44) NA25 (18) NA25 11000 12650 13000 6000 7200 6-3/4 x 22-1/2 GHF67225 -- -- 7 6-7/8 21-7/8 3 (46) NA25 (20) NA25 11500 13000 13000 6665 8000

6-3/4 x 24 GHF67240 -- -- 7 6-7/8 23-1/4 3 (48) NA25 (22) NA25 12000 13000 13000 7335 8800

1) Allowable loads based on seat bearing calculated at 560 psi perpendicular to grain. 2) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with the hangers. Not for use with LSL, LVL, or PSL. 3) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted.


Roof Uplift3Glulam

SizeUSP

Stock No.Steel

Gauge


DF-L / SP

GHF

2 1/8˝

H

DW

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2 Inverted Flange

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed Not available in widths less than 4-1/2˝

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 3) All skewed GHF hangers require joist to be bevel/miter cut. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.

AllowableLoads

Ordering

80% of table loadon skews greater.

75% of uplift load than 15˚.

100% of table load.65% of table load when nailing

into the support members end grain.

Add SK,angle required, and right (R)or left (L), to product number.

Ex. GHF31900-SK45R

See Sloped Seat and Skewed.Ex. GHF31900-SK45RSL30D

Add IF to product number.Ex. GHF51135IF

Add SL,slope required, and up (U) or down (D),to product number.

Ex. GHF31900-SL30D

100% of table load100% of table load.

75% of uplift load on skewsgreater than 15˚.


TypicalGHF51135IF

inverted flangeinstallation

The GHF series features nail-only installation and heavy load capacity.


Options: See Specialty Options Chart.

Installation:• Use all specified fasteners. See Product Notes, page 16.• NA25 ring shank nails included with each hanger.• Not recommended for use with LVL, PSL, or LSL members.

Glulam Face Mount Hangers – GHF series

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®Bolted Glulam Beam Hangers – KEG, KLEG, & KMEG series

Option Skewed3Sloped Seat Top Flange Offset1,2

1) Top flange offset hangers may not be skewed. 3) Carried member must have square cut end on skewed option. Refer to 2) Top flange offset option is not available for KEG models. Typical PH hanger, skewed, left shown, Type B illustration on page 208.

Range -- --

KLEG - 10000 lbs. Max.KMEG - 10000 lbs. Max.KEG - 14250 lbs. Max.

KLEG - 9665 lbs. Max.KMEG - 9665 lbs. Max.KEG - 9665 lbs. Max.

KLEG - 5665 lbs. Max.KLEG - 9˝ min. height.KMEG - 5665 lbs. Max.KMEG - 11˝ min. height.

1˚ to 45˚ 1˚ to 45˚


to product number.Ex. KLEG3H112-SK45R


to product number.Ex. KLEG3H112-SL30D

Add OS,andright (R)or left (L),to product number.

Ex. KLEG3H112-OSL

AllowableLoads

Ordering


Bolt-only fastening, heavy steel construction, and acontinuous top flange allow the KLEG, KMEG, andKEG products to have high load capacities.

KLEG – (4) bolt light-duty hanger.

KMEG – (6) bolt medium-duty hanger.

KEG – (8) bolt heavy-duty hanger.


Options: See Specialty Options Chart.Codes: ICBO 2725, L.A. City RR 25104

Installation:• Use all specified fasteners. See Product Notes,page 16.• Bolts are not supplied unless ordered separately.Bolts provided by other suppliers must meet orexceed ASTM A 307 Grade A, or ASME SAE Grade 2,or better.• Minimum header height is 10˝ for the KLEG; 13˝ for the KMEG; 20˝ for the KEG.

H

TH

4˝ 3˝

3˝

3˝ 3˝

11 1/4˝

L

D

4˝

4˝

17 1/2˝4˝

4˝4˝

4˝

H

L

TF

DW

Floor Floor

Ref. No U-Strap W H3D TF L Header Joist 100% 115% 125% 100% 115% 125% 133% 160%

KLEG3 LEG3 7 7 3-1/4 specify 6 2-1/2 12 (4) 3/4 (2) 3/4 10440 10970 11320 3540 4070 4420 3195 3845

KLEG5 LEG5 7 7 5-1/4 specify 6 2-1/2 12 (4) 3/4 (2) 3/4 10440 10970 11320 3540 4070 4420 4670 5620 KLEG7 LEG7 7 7 6-7/8 specify 6 2-1/2 12 (4) 3/4 (2) 3/4 10440 10970 11320 3540 4070 4420 4685 5635

KMEG5 MEG5 7 7 5-1/4 specify 6 2-1/2 12 (6) 3/4 (2) 3/4 12185 12980 13510 5285 6080 6610 4670 5620

KMEG7 MEG7 7 7 6-7/8 specify 6 2-1/2 12 (6) 3/4 (2) 3/4 12185 12980 13510 5285 6080 6610 4685 5635 KEG5 EG5 3 7 5-1/4 specify 6 2-1/2 12 (8) 1 (2) 1 16115 17495 18415 9215 10595 11515 6070 7305

KEG7 EG7 3 7 6-7/8 specify 6 2-1/2 13-1/2 (8) 1 (2) 1 17005 18395 19320 9245 10630 11555 7660 9215 KEG9 EG9 3 7 8-7/8 specify 6 2-1/2 15-1/2 (8) 1 (2) 1 18185 19575 20505 9275 10665 11590 7685 9240

KEG11 -- -- 3 7 10-7/8 specify 6 2-1/2 17-1/2 (8) 1 (2) 1 19355 20750 21680 9295 10690 11615 7700 9260

1) Allowable loads are for a supporting member with a width of 5-1/2", and 460 psi perpendicular to grain loading in single shear. 2) Uplift loads have been increased 33-1/3% or 60% for wind and seismic loads; no further increase shall be permitted. 3) "Specify" denotes the required supported beam height that must be specified at the time of ordering.

With Top Flange1 Without Top Flange1

Fastener Schedule

Roof

DF-L / SP

Roof

Uplift2


USPStock No.

TopFlange

DimensionsSteel Gauge

KMEG5

4˝

3˝8 1/4˝

3˝

3˝

H

LTF

DW

KLEG3Typical KLEG5

installation

KEG5



Beam height dimension (H) mustbe specified when ordering.

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These hangers cover medium-to-heavy glulam beam andpurlin applications.

KHHB – Medium-duty hanger.

KGB – Medium to heavy-duty hanger.

KHGB – Heavy-duty hanger.

Materials: 7 gaugeFinish: USP primerCodes: ICBO 2725, L.A. City RR 25104

Installation:• Use all specified fasteners. See Product Notes, page 16.• NA25 nails are included with the hangers.• Minimum height (H) is 71/2˝.• Not recommended for use with LVL, PSL, or LSLmembers.

Typical KHHB installation

Floor

Ref. No. W H D Header 4Joist 100% 115% 125% 133% 160%

KHHB3 HHB3 7 3-1/4 specify 3 (10) NA25 (6) NA25 5310 5545 5700 2080 2495

KGB3 GB3 7 3-1/4 specify 3-1/2 (14) NA25 (6) NA25 5310 5545 5700 2080 2495 KHHB5 HHB5 7 5-1/4 specify 3 (10) NA25 (6) NA25 5310 5545 5700 2080 2495

KGB5 GB5 7 5-1/4 specify 3-1/2 (14) NA25 (6) NA25 6975 7365 7625 2080 2495

KHGB5 HGB5 7 5-1/4 specify 4 (16) NA25 (6) NA25 6975 7365 7625 2080 2495 KHHB7 HHB7 7 6-7/8 specify 3 (10) NA25 (6) NA25 6975 7365 7625 2080 2495

KGB7 GB7 7 6-7/8 specify 3-1/2 (14) NA25 (6) NA25 8120 8590 8900 2080 2495 KHGB7 HGB7 7 6-7/8 specify 4 (16) NA25 (6) NA25 8120 8590 8900 2080 2495

1) Load values based on 460 psi perpendicular to grain loading. 2) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) "Specify" denotes the required supported beam height must be specified at the time of ordering. 4) Supporting header shall be no less than 3˝ thick. 5) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with hangers.

3-1/8

5-1/8

6-3/4

Fastener Schedule5 Allowable Loads (Lbs.)1

Roof Uplift2BeamWidth

USPStock No.

SteelGauge

Dimensions3

DF-L / SP

KHHBW

D

H

2 1/2˝

See Welded Installation chart on page 209

Glulam Hangers – KGB, KHGB, & KHHB series


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L

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6˝

2 1/2˝

6 3/4˝

W

Glulam Beam Hangers – KGLT & KHGLT series

These heavy beam hangers are designed for use with glulamand timber beams. The continuous top mount flange offers highload capacity with minimal nailing. NA25 ring-shanked nails alsoincrease load capacity by helping prevent fastener withdrawal.

KGLT – Medium-duty hanger.

KHGLT – Heavy-duty hanger.


Options: See Specialty Options Chart.Codes: ICBO 2725, L.A. City RR 25104

Installation:• Use all specified fasteners. See Product Notes, page 16.• NA25 nails are included with the hangers.• Not recommended for use with LVL, PSL, or LSLmembers.

Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Sloped Top Flange4 Top Flange Offset Saddle

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0˚ to 45˚ -- -- -- --

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) All sloped, skewed, or combinations require bevel cut on joist in all applications. 4) Sloped top flanges with slopes greater than 15° may have additional header nails.


to product number.Ex. KGLT3H16-SA=5-1/2˝

KGLT - 4110 lbs. Max.KHGLT - 7000 lbs. Max.


to product number.Ex. KGLT3H16-SL30D

See Sloped Seat and Skewed.Ex. KGLT3H16-SK45RSL30D

Add SF,angle requiredand right (R)or left (L),

to product number.Ex. KGLT3H16-SF30L

Add OS,andright (R)or left (L),

to product number.Ex. KGLT3H16-OSL

50% of uplift load onskew greater than 15˚

Table Loads usingReduce Allowable


60% of table loadfor KGLT.

45% of table loadfor KHGLT.


AllowableLoads

Ordering

50% of uplift load onskew greater than 15˚


to product number.Ex. KGLT3H16-SK45R


Floor

Ref. No. U-Strap W H L Header Joist 100%3115% 125% 133% 160%

3-1/8 KGLT3 GLT3 3 7 3-1/4 specify 10 (10) NA25 (8) NA25 7545 7815 7995 2390 2870

3-1/2 KGLT4 GLT4 3 7 3-5/8 specify 10 (10) NA25 (8) NA25 7545 7815 7995 2390 2870

5-1/8 KGLT5 GLT5 3 7 5-1/4 specify 10 (10) NA25 (8) NA25 7545 7815 7995 2390 2870 5-1/2 KGLT6 GLT6 3 7 5-5/8 specify 10 (10) NA25 (8) NA25 7545 7815 7995 2390 2870

6-3/4 KGLT7 GLT7 3 7 6-7/8 specify 12 (10) NA25 (8) NA25 7545 7815 7995 2390 2870 8-3/4 KGLT9 -- -- 3 7 8-7/8 specify 14 (10) NA25 (8) NA25 7545 7815 7995 2390 2870

3-1/8 KHGLT3 HGLT3 3 7 3-1/4 specify 12 (18) NA25 (6) NA25 12965 13400 13400 2080 2495 5-1/8 KHGLT5 HGLT5 3 7 5-1/4 specify 12 (18) NA25 (6) NA25 12965 13400 13400 2080 2495

6-3/4 KHGLT7 HGLT7 3 7 6-7/8 specify 12 (18) NA25 (6) NA25 13400 13400 13400 2080 2495

8-3/4 KHGLT9 HGLT9 3 7 8-7/8 specify 14 (18) NA25 (6) NA25 13400 13400 13400 2080 2495 10-3/4 KHGLT11 HGLT11 3 7 10-7/8 specify 16 (18) NA25 (6) NA25 13400 13400 13400 2080 2495

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) KGLT load values based on 460 psi perpendicular to grain loading. KHGLT load values based on 625 psi perpendicular to grain loading. 3) No further increase for duration of load allowed. 4) "Specify" denotes the required supported beam height that must be specified at time of ordering, with 12˝ being the minimum. 5) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with hangers.

Dimensions4 Fastener Schedule5 Allowable Loads (Lbs.)2

Roof Uplift1

DF-L / SP

BeamWidth

USPStock No.

TopFlange

Steel Gauge

Typical KGLT5 installation

L

H

5˝

2 1/2˝3 1/2˝

W

KGLTKHGLT See Welded Installation chart on page 209


KHC3side view

KHC3top view

3˝

PT

PD

W

H

KHC3

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®Hinge Connectors & Seismic Straps – KHC & KHCST series

133% 160%

* KHC 8 (2) 3/4 -- -- -- -- -- --

* KHC2T 9 (2) 3/4 (2) 3/4 -- -- -- -- KHC2CT 12 (2) 3/4 (2) 3/4 7870 9445

KHCCT 12 (2) 3/4 (3) 3/4 11810 14170

KHC4CT 12 (2) 3/4 (4) 3/4 15745 18895 * KHC3 8 (3) 3/4 -- -- -- -- -- --

* KHC3T 9 (3) 3/4 (3) 3/4 -- -- -- -- KHC2C3T 12 (3) 3/4 (2) 3/4 7870 9445

KHCC3T 12 (3) 3/4 (3) 3/4 11810 14170 KHC4C3T 12 (3) 3/4 (4) 3/4 15745 18895

1) Loads are based on a 5-1/8˝ width Douglas-Fir Larch beam. 2) All bolts are 3/4˝, and shall meet or exceed the specifications of ASTM A 307. 3) Minimum H may be less than H required for listed loads; in which case, load reductions are required. * When used with optional KHCST Seismic Strap, the minimum H is 12˝.

USPStock No.

Prefix


F1Min.H3

SeismicBolts2

DF-L / SPRotationBolts 2 /Beam

KHC – Supports a glulam beam off of another glulam beam. Refer to theOptional Horizontal Loading Chart for design variations.

KHCST – Seismic straps can be installed during construction or added asa retrofit item.

Materials: See chartFinish: USP primerCodes: ICBO 2725, L.A. City RR 25104

Installation:• Use all specified fasteners. See Product Notes, page 16.• To allow for wood shrinkage, position bolts in slots away from the bearing seat.• For dapped beams, reduce the “H” dimension by the “PT”dimension for each dap.

Ref. No. W PD PT H2410 psi 560 psi H2

410 psi 560 psi

55 HCA5-5 7 5-1/4 5 3/4 15-1/2 10505 14350 12-1/2 10505 14350

56 HCA5-6 7 5-1/4 6 3/4 20 12610 17220 15-1/2 12610 17220

57 HCA5-7 7 5-1/4 7 3/4 25 14710 20090 18-1/2 14710 2009059 HCA5-9 7 5-1/4 9 3/4 37-1/2 18910 25830 27 18910 25830

75 HCA7-5 7 6-7/8 5 1 18 13840 18900 14 13840 1890076 HCA7-6 7 6-7/8 6 1 23-1/2 16605 22680 17-1/2 16605 22680

77 HCA7-7 7 6-7/8 7 1 29-1/2 19375 26460 22 19375 26460

79 HCA7-9 7 6-7/8 9 1 45 24910 34020 32-1/2 24910 3402095 HCA9-5 7 8-7/8 5 1-1/4 21-1/2 17940 24500 16-1/2 17940 24500

96 HCA9-6 7 8-7/8 6 1-1/4 28-1/2 21525 29400 21 21525 2940097 HCA9-7 7 8-7/8 7 1-1/4 36-1/2 25115 34300 26-1/2 25115 34300

99 HCA9-9 7 8-7/8 9 1-1/4 56-1/2 32290 44100 40-1/2 32290 44100

115 HCA11-5 3 10-7/8 5 1-1/2 24-1/2 22040 30100 18-1/2 22040 30100116 HCA11-6 3 10-7/8 6 1-1/2 32-1/2 26445 36120 24 26445 36120

117 HCA11-7 3 10-7/8 7 1-1/2 42 30855 42140 30 30855 42140119 HCA11-9 3 10-7/8 9 1-1/2 65-1/2 39670 54180 46 39670 54180

1) Allowable loads shall not be further increased for duration. 2) The minimum height is for loads shown. For heights less than the minimum shown reduce the allowable loads in direct proportion. 3) All bolts are 3/4˝, and shall meet or exceed the specifications of ASTM A 307.

DF-L / SP DF-L / SPBeamWidth

SteelGauge

USPStock No.

Suffix

Dimensions (2) Rotation Bolts3 Per Beam (3) Rotation Bolts3 Per Beam



5-1/8

6-3/4

8-3/4

10-3/4

F1 KHCST strap


Typical KHCinstallation

KHC Optional Horizontal Loading Chart

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KHCCT

Ref. No. W L 133% 160%

KHCST2 HCST2 7 3-1/2 25-5/8 (4) 3/4 7870 9445

KHCST3 HCST3 7 3-1/2 31-5/8 (6) 3/4 11810 14170 KHCST4 HCST4 1/4 3-1/2 37-5/8 (8) 3/4 15745 18895

1) Allowable loads are for straps used in pairs, and are increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Loads are based on a 5-1/8˝ width Douglas-Fir-Larch beam. 3) Seismic straps shall be used with the KHC hinge connectors. 4) To order KHCST straps with round holes, add an "R" to the part number, as in "KHCSTR2".

USPStock No.3,4

SteelGauge

Dimensions Allowable Loads (Lbs.)1,2

F1FastenerSchedule

DF-L / SP

Rotation tabs

Seismic tabs

KHC4CT KHC4C3T

KHC3TKHC2TKHC2C3T

KHCC3T KHC

KHC2CT

KHC3

Seismic Straps - KHCST series

WL

KHCST

Hinge Connectors & Seismic Straps – KHC & KHCST series cont.



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®Glulam Saddle Hangers – KGLS, KGLST, KHGLS, & KHGLST series

KGLS – Saddle hanger.KGLST – Saddle hanger with seismic straps.KHGLS – Heavier version of KGLS.KHGLST – Heavier version of KGLST.

Materials: Top flange - 3 gauge; Stirrup - 7 gaugeFinish: USP primer

Options: See KGLS & KHGLS Specialty Options Chart.Codes: ICBO 2725, L.A. City RR 25104

Installation:• Use all specified fasteners. See Product Notes, page 16. • NA25 nails are included.• Loads and nail schedule apply to each saddle hanger stirrup.• Minimum header height is 81⁄2˝ for the KGLS; 9˝ for the KGLST;101⁄2˝ for the KHGLS, and 12˝ for the KHGLST.• KGLST and KHGLST models include seismic straps which must be installed with (3) 3⁄4˝thru-bolts in each supported member and (2)3⁄4˝ thru-bolts into the supporting beams. • Not recommended for use with LVL, PSL, or LSL members.

Floor

Ref. No. W H5D L TF Header Joist Header Joist 100% 115% 125% 133% 160% 133% 160%

KGLS35 GLS3-5 3-1/4 specify 5 6 5-1/4 (6) NA25 (6) NA25 -- -- -- -- 8750 8980 9140 2080 2495 -- -- -- --

KGLST35 GLST3-5 3-1/4 specify 6-1/2 10 5-1/4 (6) NA25 (6) NA25 (2) 3/4 (3) 3/4 10905 11140 11295 2080 2495 7200 8640 KGLS37 GLS3-7 3-1/4 specify 5 6 6-7/8 (6) NA25 (6) NA25 -- -- -- -- 8750 8980 9140 2080 2495 -- -- -- --

KGLST37 GLST3-7 3-1/4 specify 6-1/2 10 6-7/8 (6) NA25 (6) NA25 (2) 3/4 (3) 3/4 10905 11140 11295 2080 2495 7200 8640

KGLS39 GLS3-9 3-1/4 specify 5 6 8-7/8 (6) NA25 (6) NA25 -- -- -- -- 8750 8980 9140 2080 2495 -- -- -- -- KGLST39 GLST3-9 3-1/4 specify 6-1/2 10 8-7/8 (6) NA25 (6) NA25 (2) 3/4 (3) 3/4 10905 11140 11295 2080 2495 7200 8640


KGLS57 GLS5-7 5-1/4 specify 5 9 6-7/8 (6) NA25 (6) NA25 -- -- -- -- 13350 13580 13740 2080 2495 -- -- -- --

KGLST57 GLST5-7 5-1/4 specify 6-1/2 12 6-7/8 (6) NA25 (6) NA25 (2) 3/4 (3) 3/4 16885 17120 17275 2080 2495 11805 14170 KHGLS5 HGLS5 5-1/4 specify 6-1/2 12 specify (14) NA25 (8) NA25 -- -- -- -- 17405 17715 17925 2775 3330 -- -- -- --

KHGLST5 HGLST5 5-1/4 specify 6 12 specify (14) NA25 (8) NA25 (2) 3/4 (3) 3/4 16225 16535 16745 2775 3330 11805 14170 KGLS77 GLS7-7 6-7/8 specify 5 12 6-7/8 (6) NA25 (6) NA25 -- -- -- -- 17085 17320 17475 2080 2495 -- -- -- --

KGLST77 GLST7-7 6-7/8 specify 6-1/2 12 6-7/8 (6) NA25 (6) NA25 (2) 3/4 (3) 3/4 20425 20695 20875 2080 2495 13120 15745


KHGLS7 HGLS7 6-7/8 specify 6 12 specify (14) NA25 (8) NA25 -- -- -- -- 17985 18615 19035 2775 3330 -- -- -- -- KHGLST7 HGLST7 6-7/8 specify 6-1/2 14 specify (14) NA25 (8) NA25 (2) 3/4 (3) 3/4 20285 20915 21335 2775 3330 13100 15720

KHGLS9 HGLS9 8-7/8 specify 6 12 specify (14) NA25 (8) NA25 -- -- -- -- 17985 18615 19035 2775 3330 -- -- -- -- KHGLST9 HGLST9 8-7/8 specify 6-1/2 16 specify (14) NA25 (8) NA25 (2) 3/4 (3) 3/4 22585 23215 23635 2775 3330 13085 15705

1) Allowable loads and fastener schedules apply to each side of the saddled hanger. 4) Minimum header height is 8-1/2˝ for the KGLS; 9˝ for the KGLST; 2) The bearing loads are based on 460 psi. 10-1/2˝ for the KHGLS; and 12˝ for the KHGLST. 3) NA25 nails are 3 gauge (0.250˝ diameter) by 3˝ long and are included with hangers. 5) Hangers with seismic straps may require a minimum joist depth.

Consult USP for additional information.

Roof Uplift Tension


DF-L / SPSupported

GlulamBeam Size

USPStock No.

Dimensions 4 Fastener Schedule

Nails1,3

Bolts

3-1/8

5-1/8

6-3/4

8-3/4

Option Skewed 1 Sloped Seat2 Sloped / Skewed1,2 Sloped Top Flange3Top Flange Offset Saddle

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0° to 30° May not be skewed 5˝ minimum saddle

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) Sloped top flanges with greater than 15° may have additional header nails.


Add OS, andright (R) or left (L),to product number.

Ex. KGLS35H115-OSL

Add SA, andsaddle width requiredto product number.

Ex. KGLS35H115-SA=5-1/2˝

AllowableLoads

Ordering

KGLS - 6500 lbs. Max.KHGLS - 7980 lbs. Max.

50% of uplift loadon skews greater than 15°.


to product number.Ex. KGLS35H115-SK45R

KGLS - 6500 lbs. Max.KHGLS - 9165 lbs. Max.

KGLS - 5500 lbs. Max.KHGLS - may not

be sloped / skewed.

Reduce allowabletable loads using

straight-line interpolation.

50% of table loadfor KGLS.

45% of table loadfor KHGLS.


to product number.Ex. KGLS35H115-SL30D

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

to product number.Ex. KGLS35H115-SF30L

See Sloped Seat and Skewed.Ex. KGLS35H115-SK45RSL30D

KGLS & KHGLS Specialty Options Chart – refer to Specialty Options pages 206 to 209 for additional details.

KHGLST

TF L

DW

H

KGLS

See Welded Installation chart on page 209

Typical KHGLST35installation

H

D

TF L

W


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SHA

Moisture Barrier Plates . . . . . . .Page 157• NOP SeriesProtects bottom chord of trusses from moisture damage.

Embedded Truss Anchors Pages 157-161• LPTA Series & HLPTA75Low profile truss anchors provide uplift and lateral load resistance.

• HTA, TA, & TAR SeriesStrap truss anchor provides uplift and lateral load resistance.

• TAPL Series & DTCStrap truss anchor provides uplift and higher lateral load resistance.

Strap Truss Tiedowns . . . . . . . . .Page 161• SGP SeriesStrap truss anchor bolts to concrete or wood.

Uplift Girder Ties . . . . . . .Pages 162-164• RUSCRetrofit Strap Connector provides a wood-to-wood upliftconnection with WS Wood Screws.

• UGTS & USC SeriesWraparound truss anchor mechanically fastens into the face of masonry or concrete.

• WUSC SeriesWraparound truss anchor bolts to wall studs.

• RFUSRetrofit truss anchor installed mechanically fastens into the face ofmasonry or concrete.

Girder Tiedowns . . . . . . . . .Pages 164-166• LUGT SeriesLight capacity girder truss anchor nails to the truss/rafter and the stud.Can also be used for masonry applications.

• MUGT15Medium capacity girder truss anchor wraps over the top chord andbolts to the concrete or tension tie.

• HUGT SeriesHeavy capacity girder truss anchor installs over the top chord andbolts to the concrete or tension tie.

Masonry Uplift Connectors . . .Page 166• SHA SeriesHeavy capacity uplift connector bolts both to the truss and masonry.

Hurricane Gusset Angles . . . . .Pages 167• HGA SeriesConnects gable trusses to top plates.

Hurricane/Seismic Anchors . . . . . . . . . . . . . . .Pages 167-169• HC520, HCPRS, HHCP2, & RT SeriesTop plate to truss anchors.

NOP

LPTA HLPTA75

HTA TAPL

RFUS

RT15 RT7 HCPRS

UGTS USC

LUGT MUGT15 HUGT

HGA

HHCP2

RUSC

Truss & Rafter Tiedowns

DTC

SGP

Typical NOP4installation

Embedded Truss Anchorspages 157-161

NOP4

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®Moisture Barrier Plates – NOP series

W

1 7/16˝ 1 3/4˝

H

LPTA-S

Fastener Schedule2

Ref. No. W H Min Qty.3 133% 160% 133% 160% 133% 160% 133% 160%

LPTA LTA1 18 5 8-1/4 (10) 10d x 1-1/2 1250 1250 1250 1250 810 810 1500 1500 LPTA-S -- -- 18 5 8-1/4 (11) 10d x 1-1/2 1250 1250 1250 1250 520 520 -- -- -- --

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published allowable load of product.

SteelGauge

USPStock No.


F2

Uplift1

S-P-FDF-L / SP

Uplift1

F1

Embedded Truss Anchors – LPTA series

LPTA – Low profile design attaches to 2 x 4 or larger bottomchords and provides uplift and lateral load resistance.

LPTA-S – Features a slotted hole design which allows up to3/4˝ horizontal movement when attaching to scissor trusses.

Materials: 18 gaugeFinish: G90 galvanizingCodes: SBCCI 2031C, FL859-R1

Installation:• Use all specified fasteners. See Product Notes, page 16.• Embed LPTA & LPTA-S 4˝ into concrete tie beam or masonrybond beam.• Anchors should be spaced no closer than 8˝ center-to-center.• Moisture barrier may be required.

F2

F1

Uplift

Typical LPTA-Sinstallation

W

1 7/16˝ 1 3/4˝

H

LPTA

Typical LPTAinstallation

LW

NOP1

Moisture Barrier Plates protect the bottom chordsof trusses from moisture damage caused by directcontact with concrete. These plates eliminate theneed for more expensive treated wood plates.


Installation:• Use all specified fasteners. See Product Notes,page 16.• Pre-attach to truss bottom chord or rafter usingprepunched prongs and/or 6d common nails toprevent wood-to-concrete contact.

LW

NOP4

Size Ref. No. W L

2x NOP2X -- -- 26 1-7/16 8 -- --

2x NOP1 TSS2 22 1-1/2 8 (2) 6d

4x NOP4 -- -- 26 3-1/2 8 (2) 6d

USPStock No.

FastenerSchedule

SteelGauge

Dimensions

LW

NOP2X

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F2 F1

Uplift

Trussmember

The HLPTA75 is designed and tested to provide higher lateral capacity andnet uplift. Offers greater pullout resistance and is compatible with bond beamreinforcing.

Materials: 18 gaugeFinish: G90 galvanizingCodes: Dade County, FL 03-0508.04, FL1247, FL2621R-1Patent: Pending

Installation:• Use all specified fasteners. See Product Notes, page 16.• Embed in concrete tie beam or masonry bond beam until the seat is restingon the surface.• Minimum of one #7 rebar or two #5 rebars through the theoretical shearcone is required.• Grout or concrete compressive strength shall be 2,000 psi at 28 days.• Minimum spacing between anchors is 10˝ to achieve full design load capacities on single anchors.• When used in a double rebar installation, concrete tie beam stirrup shouldbe sized to accommodate connector leg placement.• Designer shall verify connector clearance when using in conjunction withstirrups and two rebar applications.• Verify grout is not in contact with truss member. Moisture barrier may berequired.

F1 F2 F1 F2

Ref. No. 133% 133% 133% 160% 133% 133% 133% 160%

Single Anchor (2) 10d x 1-1/2 (20) 10d x 1-1/2 1860 1715 2125 2125 1860 1160 2105 2125

Double Anchor -- -- (40) 10d x 1-1/2 2040 2100 3500 3500 2040 2100 3500 3500

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

Uplift UpliftTruss/Rafter

Fastener Schedule2 Allowable Loads (Lbs.)1

DF-L / SP S-P-F

USPStock No.

SteelGauge

SeatPlate

-- -- 18

InstallationType

HLPTA75

13/16˝

13/16˝

1 13/16˝

4 13/16˝

4 15/16˝

9 9/16˝

HLPTA75

Typical HLPTA75 double rebar installation

Typical HLPTA75 single rebar installation

Concrete tie wall

Masonry wall

Tie beamreinforcing

F2 F1

Uplift

Trussmember

Typical HLPTA75single anchor installation

Typical HLPTA75double anchor installation

Embedded Truss Anchor – HLPTA75

4˝ Embedment

1 1/2˝

W

H

HTA24-18

F2

F1

Typical HTA24-18installation

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®Embedded Truss Anchors – HTA, TA, & TAR series

HTA – Offers a higher capacity alternative to the TA model with two rowsof nails.

TA – Anchors are rated for both uplift and lateral loads. They can beinstalled straight or field-bent around truss or rafter members. Anembossed embedment line assures accurate embedment depth.

TAR – Riveted anchors provide a moisture barrier in addition to upliftand lateral resistance all in one product.

Materials: HTA-18 – 18 gauge; HTA – 16 gauge; TA & TAR – 14 gauge

Finish: G90 galvanizingOptions: HTA20, HTA24, TA20, and TA24 are

available in Triple Zinc. To order, add TZ to stock number, as in HTA20-TZ.

Codes: NER 608, SBCCI 2031C, FL572R-1, FL821, FL859R-1, Dade County, 01-0912.05 — TA & TAR series

Installation:• Use all specified fasteners. See Product Notes, page 16.• Embed 4˝ into concrete tie beam or masonry bond beam.• For double anchor installations: anchors should be installed on opposite sides of wood member and centered in masonry bond beam.• Designer may specify alternative nailing schedules. Refer to NailSpecification table on page 20 for nail shear values, load values shall notexceed published allowable loads.• When using alternative nailing schedules, lower-most holes in strapshall be filled progressing upward towards the top of the strap.• Moisture barrier may be required for HTA and TA installations.

F1

F2

Uplift

Typical TA18 installation

4˝ Embedment

1 1/2˝

1˝ Typ.

W

H

TA24 TA20R

8 1/2˝

H

W

1 1/2˝

1˝

4˝embedment

F1

Uplift

F2

Typical TA16Rinstallation


Typical DTCinstallation

Embedded Truss Anchors – DTC & TAPL seriesUpliftF1

F2

Min Qty. 8F2 Min Qty.8 F2

Ref. No. W H 133% 160% 133% 160% 133% 160% 133% 160% 133% 160% 133% 160% 133% 160% 133% 160%

HTA16-18 META16 1-1/4 12 (10) 10d x 1-1/2 1400 1400 1305 1400 395 395 325 (10) 10d x 1-1/2 2800 2800 2800 2800 2610 2800 2610 2800 790 790 650 HTA20-18 META20 1-1/4 16 (10) 10d x 1-1/2 1400 1400 1305 1400 395 395 325 (10) 10d x 1-1/2 2800 2800 2800 2800 2610 2800 2610 2800 790 790 650

HTA24-18 META24 1-1/4 20 (10) 10d x 1-1/2 1400 1400 1305 1400 395 395 325 (10) 10d x 1-1/2 2800 2800 2800 2800 2610 2800 2610 2800 790 790 650

HTA12 HETA12 1-1/4 8 (8) 10d x 1-1/2 1330 1600 1055 1265 590 590 660 (8) 10d x 1-1/2 2660 3200 2660 3200 2110 2530 2110 2530 1180 1180 1320 HTA16 HETA16 1-1/4 12 (10) 10d x 1-1/2 1615 1615 1315 1585 590 590 660 (10) 10d x 1-1/2 3230 3230 3230 3230 2630 3170 2630 3170 1180 1180 1320

HTA20 HETA20 1-1/4 16 (10) 10d x 1-1/2 1615 1615 1315 1585 590 590 660 (10) 10d x 1-1/2 3230 3230 3230 3230 2630 3170 2630 3170 1180 1180 1320 HTA24 HETA24 1-1/4 20 (10) 10d x 1-1/2 1615 1615 1315 1585 590 590 660 (10) 10d x 1-1/2 3230 3230 3230 3230 2630 3170 2630 3170 1180 1180 1320

HTA48 -- -- 1-1/4 42-1/2 (10) 10d x 1-1/2 1615 1615 1315 1585 590 590 660 (10) 10d x 1-1/2 3230 3230 3230 3230 2630 3170 2630 3170 1180 1180 1320

TA12 -- -- 1 6-3/4 (5) 10d x 1-1/2 825 990 660 790 245 245 335 (5) 10d x 1-1/2 1650 1980 1650 1980 1320 1580 1320 1580 490 490 670

TA14 TA14R

-- -- 1 8-3/4 (7) 10d x 1-1/2 1155 1205 920 1110 245 245 335 (7) 10d x 1-1/2 2310 2410 2310 2410 1840 2220 1840 2220 490 490 670

TA16 TA16R

-- -- 1 10-3/4 (8) 10d x 1-1/2 1205 1205 1055 1205 245 245 335 (8) 10d x 1-1/2 2410 2410 2410 2410 2110 2410 2110 2410 490 490 670

TA18 TA18R

-- -- 1 12-3/4 (8) 10d x 1-1/2 1205 1205 1055 1205 245 245 335 (8) 10d x 1-1/2 2410 2410 2410 2410 2110 2410 2110 2410 490 490 670

TA20 TA20R

-- -- 1 14-3/4 (8) 10d x 1-1/2 1205 1205 1055 1205 245 245 335 (8) 10d x 1-1/2 2410 2410 2410 2410 2110 2410 2110 2410 490 490 670

TA22 TA22R

-- -- 1 16-3/4 (8) 10d x 1-1/2 1205 1205 1055 1205 245 245 335 (8) 10d x 1-1/2 2410 2410 2410 2410 2110 2410 2110 2410 490 490 670

TA24 TA24R

-- -- 1 18-3/4 (8) 10d x 1-1/2 1205 1205 1055 1205 245 245 335 (8) 10d x 1-1/2 2410 2410 2410 2410 2110 2410 2110 2410 490 490 670

TA36 -- -- 1 30-3/4 (8) 10d x 1-1/2 1205 1205 1055 1205 245 245 335 (8) 10d x 1-1/2 2410 2410 2410 2410 2110 2410 2110 2410 490 490 670

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Anchors are installed on opposite sides of the wood member, centered in masonry bond beam. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails. 4) Grout or concrete compressive strength shall be 2500 psi or greater at 28 days. 5) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 6) "R" after TA models indicates riveted truss anchors as in TA12R. 7) Allowable loads require a No. 4 rebar through the shear cones of the anchors. 8) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published allowable load of product. New products or updated product information are designated in red.

USPStock No.6

PerAnchor

Out

of C

oncr

ete

DF-L / SP

Single Anchor

S-P-F

133%/160%

1 Ply 1 Ply

F1

PerAnchor

DF-L / SP

1 Ply 2 Ply or >

F1

133%/160%

S-P-F

1 Ply 2 Ply or >

Double Anchor

Fastener

Schedule 3,5


Fastener

Schedule 3,5


Uplift Lateral Loads Uplift Lateral Loads

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1˝

H

1 9/16˝

4˝embedment7 ˝

DTC

The DTC & TAPL series attaches trusses to concrete ormasonry walls. Innovative seat design gives added lateralresistance while still providing a moisture barrier.

Materials: 14 gaugeFinish: G90 galvanizingCodes: Dade County, FL 06-1026.07 –

TAPL series, FL1777, Dade County,FL 06-0831.04 – DTC

Installation:• Use all specified fasteners. See Product Notes, page 16.• Embed 4˝ into concrete tie beam or masonry bond beam.• Installations should be spaced no closer together than 8˝ center-to-center.

H8 7/8˝

15/16˝

1 1/2˝4˝ embedment

1˝

2 9/16˝

TAPL

Typical TAPL16installation


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®Embedded Truss Anchors – DTC & TAPL series cont.

Dimensions

F1 F2 F1 F2

Ref. No. H 133%/160% 133%/160% 133% 160% 133%/160% 133%/160% 133% 160%

TAPL12 HETAL16 14 12 (6) 10d x 1-1/2 (11) 10d 595 880 1385 1385 595 880 1385 1385

TAPL16 HETAL20 14 16 (6) 10d x 1-1/2 (13) 10d 595 880 1385 1385 595 880 1385 1385 DTC HETAL12 14 12-3/4 (4) 10d x 1-1/2 (9) 10d 680 1200 1410 1410 680 1200 1410 1410

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

Uplift Uplift

Fastener Schedule2,3 Allowable Loads (Lbs.)1

DF-L / SP S-P-F

Truss/Rafter

Out ofConcreteUSP

Stock No.Steel

GaugeSeatPlate

Typical SGP2wood-to-wood

installation

W

D

CL

L

SGP2

SGP Strap Truss Tiedowns provide strong wood-to-wood or wood-to-masonry connections forretrofit or new construction. Ideal for anchoring trusses to foundations in seismic or high wind regions.

Materials: See chartFinish: G90 galvanizingCodes: NER 510, Dade County, FL 06-1026.07, FL818, FL576R-1

Installation:• Use all specified fasteners to attach the strap portion of the connector to the side of thestud, post, joist, purlin, or beam.• Secure the base to the concrete or masonry wall with specified anchor bolt. A design professional shall specify the type, length, and embedment of the anchor bolt.• Connectors must be mounted flush to the surface of the mudsill.• SGP series include load transfer plates; no washers are required.• Allowable loads are based on either nail or bolt fastening; nail and bolt values cannot be combined.• Washers are not required on the transfer plate that fits over the anchor bolt.• Moisture barrier may be required.

Ref. No. Strap Plate W L D CL Nails2 Bolts3,7 133% 160% 133% 160%

(14) 10d -- -- 1455 1455 -- -- -- --(14) 16d -- -- 1455 1455 -- -- -- --

(24) 10d (6) 1/2 2405 2405 2065 2065

(24) 16d (6) 1/2 2405 2405 2065 2065

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail penetration shall be 1-1/2˝ for 10d and 1-5/8˝ for 16d nails. 3) Bolts require a minumum penetration of 1-1/2˝ for the listed loads. 4) The designer must specify anchor bolt type, length and embedment. 5) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 6) SGP base shall be installed flush to the plate. 7) Bolts shall conform to ASTM A 307 or better.

1-1/2

USPStock No.

AnchorBolts4

Allowable Loads (Lbs.)1,5DimensionsSteel Gauge

Bolts

(1) 1/2

DF-L / SP

3

18-1/4

18

4

3 1-1/2

SGP2

SGP3

-- -- 14

-- -- 14

1/4

1/4

1-5/8

(1) 5/8

Fastener Schedule

Strap

Uplift

Nails

W

L

DCL

SGP3Typical SGP2wood-to-masonry

installation



Strap Truss Tiedowns – SGP series

RUSC

The RUSC Retro Uplift Strap Connector provides a wood-to-wood upliftconnection attaching trusses with a 2 x 4 bottom chord to a double stud inthe wall below. WS3 Wood Screws are utilized for fast installation. The connector can be installed after roof sheathing has been installed.

Materials: 10 gaugeFinish: USP primerCodes: FL6223

Installation:• Use all specified fasteners. See Product Notes, page 16.• The RUSC should be installed in pairs.• Install on minimum 2 ply with equal wall studs centered directly below.• Works with 2 x 4 bottom chord member and 2 x 4 wall studs.

Ref. No. Stud 133% 160% 133% 160%

RUSC -- -- 10 2 Ply or greater (16) WS3 (16) WS3 6040 6040 5225 5225

1) Allowable loads are based on the 1997 NDS® and are for a pair of RUSC devices. 2) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) Designer must specify stud or post to resist published load values. 4) WS3 Wood Screws are 1/4˝ x 3˝ long and are included with RUSC connectors. 5) Fastener schedule is for two straps used together. The RUSC shall be installed in pairs with a minimum 2 ply truss and wall stud attachment. 6) Truss plys shall be fastened together to act as a unit.


DF-L / SP


USPStock No.

SteelGauge

S-P-F

Uplift2,3No, of

Plys6Rafter/Truss

Uplift2,3

Typical RUSCinstallation

3 1/2˝

3 1/8˝

3 1/8˝

22 3/4˝

7˝

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®Retrofit Strap Connector – RUSC series

Uplift Girder Ties – UGTS & USC series

4˝2˝

7 1/2˝

2 1/2˝

H

6˝Pitch

4/12˝ - 8/12˝W

UGTS – 2-bolt shorter design when space is limited.

USC – 4-bolt high load design.

Materials: 10 gaugeFinish: USP primerCodes: Dade County, FL 03-0219.02 –

UGTS series, FL2033,,FL2620

Installation:• Use all specified fasteners. See Product Notes,page 16. • Bolts must be ordered separately.• Place connector over truss or rafter and fasten withspecified fasteners.• Designer shall be responsible for design of masonry structure, including any required reinforcement.• For 2 ply applications, add filler block.• Works with heel heights up to 14˝.• Moisture barrier may be required.

Lintel Block with (1) #5continuous rebar

3/4˝ bolts. Use 2 or 4 as requiredfor uplift


8˝ concrete blockwith minimum(1) #5 rebar eachcell continuousto footing withstandard hook at bolt locations

Typical USC53 installationUGTS similar

USC53

Pitch4/12 - 8/12

1 1/2˝

6˝ W

H

4˝ 2˝

UGTS63


Strap Truss Tiedowns – SGP series

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Pitch

3˝

3˝ 3˝

9 3/4˝

23 3/4˝

WUSC42

Dimensions

Description Ref. No. W Stud3133% 160%

WUSC42 -- -- 10 3-1/4 (8) 10d (2) 3/4 8180 8520

WUSC43 -- -- 10 4-3/4 (8) 10d (2) 3/4 8180 9815

WUSC44 -- -- 10 6-1/2 (8) 10d (2) 3/4 8180 9815 WUSC52 -- -- 10 3-1/4 (8) 10d (2) 3/4 8180 8520

WUSC53 -- -- 10 4-3/4 (8) 10d (2) 3/4 8180 9815

WUSC54 -- -- 10 6-1/2 (8) 10d (2) 3/4 8180 9815 WUSC62 -- -- 10 3-1/4 (8) 10d (2) 3/4 8180 8520

WUSC63 -- -- 10 4-3/4 (8) 10d (2) 3/4 8180 9815 WUSC64 -- -- 10 6-1/2 (8) 10d (2) 3/4 8180 9815

WUSC72 -- -- 10 3-1/4 (8) 10d (2) 3/4 8180 8520

WUSC73 -- -- 10 4-3/4 (8) 10d (2) 3/4 8180 9815 WUSC74 -- -- 10 6-1/2 (8) 10d (2) 3/4 8180 9815

WUSC82 -- -- 10 3-1/4 (8) 10d (2) 3/4 8180 8520 WUSC83 -- -- 10 4-3/4 (8) 10d (2) 3/4 8180 9815

WUSC84 -- -- 10 6-1/2 (8) 10d (2) 3/4 8180 9815

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Designer must specify stud or post to resist published load values. 3) Bolts shall conform to ASTM A 307 or better. 4) Minimum nail penetration shall be 1-1/2˝ for 10d nails.

Rafter/Truss


Uplift1,2

Fastener Schedule

DF-L / SP

USPStock No.

SteelGauge

8/12 pitch

4/12 pitch

5/12 pitch

6/12 pitch

7/12 pitch

WUSC series provides designers a wood-to-wood uplift connection that securestrusses or rafters directly to wall studs. Works with heel heights up to 11˝.



Description Ref. No. W H 133% 160%

UGTS3F -- -- 10 4-3/4 23 (8) 16d (2) 3/4 6170 6170

(8) 16d (2) 3/4 6170 6170

(8) 16d (4) 3/4 11150 11150 UGTS4F -- -- 10 6-1/2 23 (8) 16d (2) 3/4 6170 6170

(8) 16d (2) 3/4 6170 6170(8) 16d (4) 3/4 11150 11150

UGTS43 -- -- 10 4-3/4 23 (8) 16d (2) 3/4 6170 6170

UGTS44 -- -- 10 6-1/2 23 (8) 16d (2) 3/4 6170 6170(8) 16d (2) 3/4 6170 6170

(8) 16d (4) 3/4 11150 11150(8) 16d (2) 3/4 6170 6170

(8) 16d (4) 3/4 11150 11150

UGTS53 -- -- 10 4-3/4 23 (8) 16d (2) 3/4 6170 6170 UGTS54 -- -- 10 6-1/2 23 (8) 16d (2) 3/4 6170 6170

(8) 16d (2) 3/4 6170 6170(8) 16d (4) 3/4 11150 11150

(8) 16d (2) 3/4 6170 6170

(8) 16d (4) 3/4 11150 11150 UGTS63 -- -- 10 4-3/4 23 (8) 16d (2) 3/4 6170 6170

UGTS64 -- -- 10 6-1/2 23 (8) 16d (2) 3/4 6170 6170(8) 16d (2) 3/4 6170 6170

(8) 16d (4) 3/4 11150 11150

(8) 16d (2) 3/4 6170 6170(8) 16d (4) 3/4 11150 11150

UGTS73 -- -- 10 4-3/4 23 (8) 16d (2) 3/4 6170 6170 UGTS74 -- -- 10 6-1/2 23 (8) 16d (2) 3/4 6170 6170

(8) 16d (2) 3/4 6170 6170

(8) 16d (4) 3/4 11150 11150(8) 16d (2) 3/4 6170 6170

(8) 16d (4) 3/4 11150 11150 UGTS83 -- -- 10 4-3/4 23 (8) 16d (2) 3/4 6170 6170

UGTS84 -- -- 10 6-1/2 23 (8) 16d (2) 3/4 6170 6170

(8) 16d (2) 3/4 6170 6170(8) 16d (4) 3/4 11150 11150

(8) 16d (2) 3/4 6170 6170(8) 16d (4) 3/4 11150 11150

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Use Powers Fasteners 3/4˝ - 6˝ Wedge Bolts; or equal, installed in accordance with manufacturer's specifications. 3) Fasteners shall be installed to fully grouted and reinforced concrete masonry or reinforced concrete (f'c = 2000 psi at 28 days). 4) Bolts shall conform to ASTM A 307 or better. 5) Minimum nail embedment shall be 1-5/8˝ for 16d nails.

DF-L / SP

30-1/2

10

Fastener Schedule2,3,4Allowable Loads (Lbs.)

10 6-1/2

30-1/2

30-1/2

4-3/4 30-1/2

Concrete/Masonry Wall

Dimensions

30-1/210 4-3/4

30-1/24-3/4

6-1/2

30-1/2

30-1/2

4-3/4

6-1/2 30-1/2

4-3/4

6-1/2

4 Ply Flat USC4F -- --

30-1/2

USC74 -- --

USC73

6-1/2

30-1/210

USPStock No.

SteelGauge

30-1/2

Rafter/

Truss5

6-1/210

Uplift1

4/12 pitch

5/12 pitch

USC43 -- --

3 Ply Flat USC3F -- -- 10

4-3/410

10

-- --

10

-- --

10

-- -- 10

10

-- --

-- -- USC44

USC54

USC53

6/12 pitch

8/12 pitch

USC84 -- --

-- --

USC83 -- --

USC63

USC64

7/12 pitch

6˝

4˝

2˝

2 1/2˝

7 1/2˝H

W

USC3F

Typical USC3F installationUGTS similar

Lintel Block with (1) #5continuous rebar

3/4˝ bolts. Use 2 or 4 as requiredfor uplift


8˝ concrete blockwith minimum(1) #5 rebar each cell continuous to footing withstandard hook at bolt locations

Uplift Girder Ties – WUSC series

Typical WUSC42installation

The dimension fromthe top of the studto the center of the

top bolt shall begreater than orequal to 5 3/4˝

1 1/2˝

6˝ W

H

4˝ 2˝

UGTS4F



The RFUS is a multi-purpose engineered solution for attaching trusses to concreteor masonry walls. Wedgebolt™ fastening eliminates mislocated cast-in-placeanchor bolts and allows retrofit installations. Works with heel heights up to 14˝.


Installation:• Always install in pairs.• Use all specified fasteners. See Product Notes, page 16.• Designer shall be responsible for design of masonry structure, includingany required reinforcement.• For 1 ply applications, add filler block. Refer to page 192 for wood fillerblock installation.• Moisture barrier may be required.

Ref. No. 133% 160%

RFUS -- -- 10 2 Ply or greater (12) WS3 (4) 3/4˝ x 6˝ Wedge Bolts 4950 5940

1) Allowable loads are based on the 1997 NDS®. 2) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) Use Powers Fasteners 3/4˝ x 6˝ Wedge Bolts; or equal, installed in accordance with manufacturer's specifications. 4) Fasteners shall be installed to fully grouted and reinforced concrete masonry or reinforced concrete (f'c = 2000 psi at 28 days). 5) Bolts shall conform to ASTM A 307 or better. 6) Fastener shedule is for two straps used together. The straps shall be installed in pairs. 7) Truss plys shall be fastened together to act as a unit. 8) WS3 Wood Screws are 1/4˝ x 3˝ long and are supplied with RFUS connector.


Uplift2


Rafter/

Truss8

Concrete/

Masonry 3,5USP

Stock No.

DF-L / SP

No. of

Plys7Steel

Gauge

RFUS

Typical RFUS installation

Girder Tiedowns – LUGT series

5˝

30 1/2˝

4˝

5 1/2˝

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®Uplift Girder Tie – RFUS series

3 3/16˝

14 13/16˝

Typical LUGTC2installation

Designed to provide light load alternatives for girder trusses in retrofit and newconstruction.

LUGT2 – Install on either the inside or outside of wall.

LUGTC2 – For corner hip applications.

Materials: 14 gaugeFinish: G90 galvanizingCodes: NER 564, FL817, Dade County, FL 03-0219.02 – LUGT2

Installation:• Use all specified fasteners. See Product Notes, page 16.• All nail holes must be filled with specified nails to achieve loads listed in chart.Large holes are for alternative masonry installation and do not need to be filledwhen used for girder-to-stud application.• LUGT2 may be installed on either the inside or outside of wall.• Moisture barrier may be required.

LUGTC2


Uplift Girder Ties – WUSC series

USP2000-071

Girder Tiedowns – LUGT series cont.TT

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1 1/4˝

Typical MUGT15concrete installation

14 1/2˝

2 15/16˝3 1/2˝

1 1/4˝

Typical MUGT15wood installation

with PHD2

MUGT15

Ref. No. Girder3133% 160% 133% 160%

Wood (1) 5/8 (22) 10d 4165 4165 3150 3335Concrete (1) 5/8 (22) 10d 4165 4165 3150 3335

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Additional anchorage products to be designed by others. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails. 4) Designer must specify anchor bolt type, length, and embedment.

MUGT15 MGT 12

InstallationType

USPStock No.

SteelGauge

DF-L / SP


S-P-F


ThreadedRod

Designed for higher uplift resistance for wood frame andconcrete block construction. The MUGT15 can accommodate variable truss bearing depths.

Materials: 12 gaugeFinish: G90 galvanizingCodes: ICC-ES ESR-1178, FL3923R-1

Installation:• Use all specified fasteners. See Product Notes, page 16.• When straps are wrapped over the truss, install nails inbackside of truss. See MUGT15 installation diagram forminimum nail requirements into the face and on top of thetruss.• If installed straight-up with no wrap over the top of thetruss, fill all nail holes.• Moisture barrier may be required.

1 1/4˝

Install a minimumof (4) 10d nailsinto the top

Install a minimumof (6) 10d nailsinto the face

PHD2page 41

F1

Uplift

F2

3 1/4˝

12 7/8˝

Typical LUGT2wood installation

Typical LUGT2masonry installation

Ref. No. Plate Stud4,5,6133% 160% 133% 160% 133% 160% 133% 160% 133% 160% 133% 160%

LUGT2 LGT2 14 (16) 10d (2) 10d (14) 10d 1015 1015 440 440 2260 2260 875 875 285 285 1945 1945

LUGTC2 -- -- 14 (16) 10d (2) 10d (14) 10d 575 575 -- -- -- -- 2260 2260 500 500 -- -- -- -- 1945 1945

LUGT2 LGT2 14 (16) 10d -- -- (5) 1/4˝ x 3˝ Wedge Bolts 1220 1220 460 460 1850 1850 1220 1220 460 460 1850 1850

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Listed loads apply where roof pitch is between 3:12 and 8:12. 3) Additional anchorage products to be designed by others.

5) Fasteners shall be installed to fully grouted and reinforced concrete masonry (f'm = 1500 psi at 28 days) or reinforced concrete (f'c = 2000 psi at 28 days). 6) Minimum nail penetration shall be 1-1/2˝ for 10d nails.

4) Use Powers Fasteners 1/4˝ x 3˝ Wedge-Bolt®; or equal, installed in accordance with manufacturer's specifications.

Masonry Application

Uplift

S-P-F

USPStock No.

SteelGauge

Allowable Loads (Lbs.)1,2Fastener Schedule3

DF-L / SP

F1 F2Rafter/Truss

UpliftF1 F2

LUGT2

Girder Tiedown – MUGT15

HTT22(not included)

see page 42-43

Masonry Uplift Connectors – SHA series

The HUGT series high uplift girder tiedowns can beinstalled on beams and top chords of trusses with slopesfrom 3:12 (14°) to 8:12 (33.7°).


Installation:• Use all specified fasteners. See Product Notes, page 16.• Install the HUGT over the beam or truss (see “W” dimension on chart for appropriate width).• Install (4) LBP58-TZ washers if (2) 5/8˝ tension bolts areused (wood installation) or (2) 3/4˝ dia. washers if a 3/4˝ dia.anchor bolt is used (concrete installation).• Attached members shall be designed to resist appliedloads.• Moisture barrier may be required.

Ref. No. W Girder4133% 160% 133% 160%

Wood (4) LBP58-TZ (2) 5/8

Concrete -- -- (2) 3/4

Wood (4) LBP58-TZ (2) 5/8Concrete -- -- (2) 3/4

Wood (4) LBP58-TZ (2) 5/8Concrete -- -- (2) 3/4

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Listed loads apply where roof pitch is between 3:12 and 8:12. 3) Additional anchorage products to be designed by others. 4) Minimum nail penetration shall be 1-1/2˝ for 10d nails. 5) Designer must specify anchor bolt type, length, and embedment.

HGT-3

HGT-4 (8) 10d

InstallationType

O.C. DimBetweenAnchors

Fastener Schedule3

(8) 10d

AnchorWashers

ThreadedRod

(8) 10d

USPStock No.

SteelGauge

7

6-7/8

7

HUGT2

HUGT3

7 HUGT4

HGT-2 3-5/16

4-15/16

9445

9860

9860

5-3/4

7-3/8

9 9860

6730 7020

9355 9650

9860 9860

9860

9790


DF-L / SP S-P-F

Typical HUGT2wood-to-concrete

installation

W

Wood Installation(4) LBP58-TZ washersare required if 5/8˝ dia.bolt is used (washer notincluded) see chart onthis page

2 3/16˝2 7/8˝

4˝

Concrete Installation(2) 3/4˝ washers are

required if 3/4˝ dia. bolt isused (washer not included)

HUGT

Typical HUGT3wood-to-wood

installationwith HTT22’s

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®Girder Tiedowns – HUGT series

F1

Uplift

Concrete Wall

Ref. No. 133% 160% 133% 160%

2 Ply 4005 4005 3120 3745

3 Ply or greater 5565 5565 4680 5615 2 Ply 1590 1590

3 Ply or greater 2190 2190

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Allowable loads are for a pair of SHA devices. SHA's shall be installed in pairs. 3) Fastener schedule is for a pair of SHA devices. 4) 1/2˝ x 8˝ J-Bolts or equivalent. 5) Concrete compressive strength shall be 2500 psi or greater at 28 days. 6) Multiple ply truss shall be fastened together to act as a single unit. 7) Bolts shall conform to ASTM A 307 or better. 8) The designer must specify anchor bolt type, length, and embedment.


Rafter/Truss7

Fastener Schedule3

AnchorBolts4,5,8

No.of Plys6

Uplift

DF-L / SP

F1

SHA6T

-- --

-- --

USPStock No.

SHA6

8370 8370

(4) 1/2 (2) 3/4

(4) 1/2 (2) 3/4

1 1/2˝6˝

12 3/4˝

2 1/2˝

2 1/2˝

13 3/4˝

Connects trusses directly to masonry or concrete and features slottedbase holes to ease installation.

Materials: Angle – 3 gauge; Gussets – 10 gaugeFinish: USP primerCodes: SBCCI 2031C, FL859R-1

Installation:• Use all specified fasteners. See Product Notes, page 16.• Install directly flush to masonry wall.• The SHA series connectors shall be installed in pairs.• Moisture barrier may be required.

1 1/2˝ 4 1/4˝

6˝

2 1/4˝

2 1/4˝

3 1/4˝

SHA6 SHA6T

Typical SHA6installation

Typical SHA6Tinstallation



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®Hurricane Gusset Angles – HGA series

F2

F3

F1

Uplift

Typical HGA10 installation

3 1/2˝

3˝

2˝

Embossedgussets improve

lateral loadresistance

Ref. No. Plate4133% 160% 133% 160% 133% 160% 133% 160% 133% 160% 133% 160% 133% 160% 133% 160%

HGA10 HGA10 14 (4) WS15 (4) WS3 1320 1320 1565 1565 835 835 1285 1285 1110 1110 1315 1315 700 700 1080 1080

HGAM10 HGAM10 14 (4) WS15 (4) 1/4˝ 1365 1590 1675 1675 1310 1580 895 895 1170 1335 1675 1675 925 1115 895 895

1) Allowable loads are based on the 1997 NDS®. 2) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) WS15 Wood Screws are 1/4˝ x 1-1/2˝ long and WS3 Wood Screws are 1/4˝ x 3˝ long. 4) Use Powers Fasteners 1/4˝ x 1-3/4˝ Wedge-Bolt® (included); or equal. Drill hole in concrete or masonry with 1/4˝ masonry drill. Refer to manufacturer's literature for further information. New products or updated product information are designated in red.

DF-L / SP S-P-F


USPStock No.

SteelGauge

Rafter/Truss

Fastener Schedule3

F1 F2 F3 UpliftUplift F1 F2 F3

HGA10

Hurricane/Seismic Anchors – HC520, HCPRS, HHCP2, & RT series

These anchors tie trusses and rafters to top plates and may be used to tie wood framing membersto resist uplift and lateral forces.

Materials: See chartFinish: G90 galvanizing; RT7A-GC & RT15-GC – Gold Coat

Options: HHCP2, RT3A, RT4, RT5, RT7, RT7A, RT10, RT15, RT16, RT16-2, and RT20 are available in Triple Zinc. To order, add TZ to stock number, as in RT10-TZ.RT4, RT5, RT7, RT10, and RT16 are available in Stainless Steel. To order, add SSto stock number, as in RT7-SS.

Codes: NER 505, NER 510, NER 564, ICBO 2039, SBCCI 2031C, L.A. City RR 23888 & RR 25303, FL565R-1, FL816, FL817, FL818, FL859R-1, FL3923R-1, Dade County, FL 05-0105.05 – RT7, RT10, RT15, RT16, RT20

5 1/4˝

1 9/16˝

HCPRSTypical HCPRS

stud to plate installation

4˝

2˝

1 5/8˝

1 1/2˝

HC520Typical HC520

stud to plate installation

Typical HC520gable brace installation

5 1/2˝

2 9/16˝

HCPRS3continued on next page

Designed for attaching gable end trusses to woodtop plates and masonry walls.

HGA10 – Versatile wood-to-wood connector thatsatisfies high wind and seismic loading requirements.

HGAM10 – For installation into grouted concretetie beam or masonry bond beam. Provides lateraland uplift resistance.

Materials: 14 gaugeFinish: G90 galvanizingCodes: NER-532, FL819

Installation:• Use all specified fasteners. See Product Notes,page 16.• HGAM10 – Install USP’s WS15 Wood Screwsinto the truss and drill holes for wedge bolts. Installwedge bolts into concrete block per manufacturer’srecommendation.• HGA10 – Install with USP’s WS3 Wood Screwsinto top plate, and WS15 Wood Screws into thetruss.• WS Wood Screws are included with HGA10angles.• WS Wood Screws and Wedge bolts are includedwith HGAM10 angles.• Moisture barrier may be required.

3 1/2˝

3˝

2 7/8˝

Embossedgussets improve

lateral loadresistance

HGAM10

Typical HGAM10 installation

Moisture barriernot shown

F1

F2

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®Hurricane/Seismic Anchors – HC520, HCPRS, HHCP2, & RT series cont.

4˝

6 1/2˝

2 7/16˝

1 1/2˝

1 1/2˝

RT7A

F1

F2

Typical RT7Atruss/rafter to double

plate installation

2 3/8˝

3 1/16˝

10 3/4˝

1 9/16˝1 1/4˝

1 1/4˝

7 13/16˝

4 15/16˝

1 1/2˝

1 1/2˝

4 1/2˝

1 7/16˝

1 7/16˝

RT12A

Typical RT12Atruss/rafter to

plate installation

RT10

Typical RT10truss/rafter

to double plate tostud installation

RT8A

Typical RT8Astud to double

plate installation

Typical RT6truss/rafterto double

plate installation

Typical RT3Atruss/rafter

to plate installation

Typical RT4truss/rafter to

plate installation


plate installation


Hurricane Anchor installation to achieve twice the load (Top View)

Install diagonally across from eachother for minimum 1 1/2˝ truss.

Wall Top Plate

1 3/8˝

2 15/16˝

5 1/4˝

1 9/16˝

1 1/2˝

1 1/2˝

1 7/16˝

4 1/2˝

2 1/2˝

1 3/8˝

1 9/16˝

3 9/16˝

1 7/8˝

3 3/4˝

1 1/4˝

2˝RT4

Typical HHCP2 truss/rafterto double plate

corner installation

F1

F1

Uplift

3˝

1 5/8˝

6 5/8˝

HHCP2


plate installation

RT6

1 7/8˝

5 1/4˝

2 7/8˝

1 15/16˝

RT5RT3A

Nailing into both sides of a single ply 2xtruss will result in reduced values.

RT7

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®Hurricane/Seismic Anchors – HC520, HCPRS, HHCP2, & RT series cont.

Typical RT20truss/rafter to double

plate to stud installation

5˝

3 1/2˝

6 1/2˝

1 9/16˝

RT16A

1 9/16˝

2 5/8˝

5 1/4˝

RT15

Typical RT15truss/rafter todouble plateinstallation

F1

F2

Uplift

Typical RT16 truss/rafter to double

plate installation

Plate tab ensures

proper nailpositioning

F2 F2

Ref. No. Plate Stud 133% 160% 133% 160% 133% 160% 133% 160% 133% 160% 133% 160%

RT3A H3 18 (4) 8d (4) 8d -- -- 135 135 135 505 610 505 610 135 135 135 430 520 430 520

RT4 H4 18 (4) 8d (4) 8d -- -- 215 215 215 410 410 410 410 215 215 215 410 410 410 410 RT5 H5 18 (4) 8d (4) 8d -- -- 260 260 260 505 540 505 540 260 260 165 430 520 430 520

RT6 HS24 18 (8) 10d x 1-1/2 (6) 10d x 1-1/2 -- -- 800 800 800 665 665 665 665 690 690 690 575 575 575 575 RT7 H2.5 18 (5) 8d (5) 8d -- -- 170 170 170 585 585 585 585 170 170 170 540 585 540 585

RT7A H2.5A (5) 8d (5) 8d

RT7A-GC -- -- (5) N8-GC (5) N8-GC RT8A H8 18 (5) 10d x 1-1/2 (5) 10d x 1-1/2 -- -- 190 190 190 745 775 635 760 190 190 190 645 775 540 650

RT10 H2 18 (6) 8d (8) 8d (6) 8d 170 170 170 585 585 585 585 170 170 170 540 585 540 585 RT12A -- -- 18 (3) 8d (3) 8d -- -- 140 140 140 380 455 380 455 140 140 125 325 390 325 390

RT15 H1 (5) 8d x 1-1/2 (5) 8d

RT15-GC -- -- (5) N8-GC (5) N8C-GC RT16 H10 18 (8) 8d x 1-1/2 (8) 8d -- -- 645 645 650 1015 1030 1015 1030 545 645 650 865 1030 865 1030

RT16A H14 18 (9) 10d x 1-1/2 (8) 10d -- -- 800 800 800 1215 1380 1015 1030 800 800 800 1045 1255 865 1030 RT16-2 H10-2 18 (8) 8d (8) 8d -- -- 655 655 410 1015 1160 1015 1160 550 550 345 875 975 875 975

HHCP2 HCP2 18 (10) 10d x 1-1/2 (10) 10d x 1-1/2 -- -- 370 370 -- -- 800 800 800 800 370 370 -- -- 800 800 800 800 HC520 GBC 18 -- -- (11) 8d (6) 8d 410 410 450 515 515 515 515 355 355 390 445 445 445 445

HCPRS -- -- 18 -- -- (5) 8d (6) 8d 235 235 395 540 540 540 540 200 200 340 465 465 465 465

HCPRS3 -- -- 18 -- -- (6) 8d (6) 8d -- -- -- -- -- -- 540 540 540 540 -- -- -- -- -- -- 465 465 465 465 RT20 H7 16 (9) 10d x 1-1/2 (4) 10d (9) 10d x 1-1/2 -- -- -- -- -- -- 1200 1200 1140 1200 -- -- -- -- -- -- 950 1140 890 1065

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 8d common nails may be substituted for 8d x 1-1/2 nails, and 10d common nails may be substituted for 10d x 1-1/2 nails. 3) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 4) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 5) Minimum nail penetration shall be 1-5/16˝ for 8d nails and 1-1/2˝ for 10d nails. New products or updated product information are designated in red.

340 41018 -- -- 410 300 340 410530 530 530 340500 500 300 530

540 650 -- --18 200 200 540 650670 635 670 200200 200 200 635

USPStock No.

SteelGauge

Truss/Rafter

8d x 1-1/2˝133% /160%

133% /160%

S-P-FDF-L / SP

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

UpliftF1 Uplift F1

8d x 1-1/2˝

2 1/4˝

4 5/8˝

21 1/8˝

4 1/4˝

3 1/2˝

6 1/2˝

3 1/8˝6 1/2˝

RT16-2 RT20RT16

Typical RT16-2truss/rafter to double

plate installation

5˝

3 1/2˝

6 1/2˝

1 9/16˝

Typical RT16Atruss/rafter to double

plate installation

Installation:• Use all specified fasteners. See Product Notes, page 16.• All nail holes must be filled with specified nails to achieve loadslisted in the chart.• Depending on pitch, birdsmouth notching may be required withsome models to enable installers to fill all nail holes.• Designer shall determine if solid blocking is required.

In some applications rafter ties arerequired by the codes to connectroof assemblies to the wall below. IRC 802.10.5, IBC 2308.10.1, UBC 2337.5.8.

GOLDCOAT

AVAILABLE IN

Truss Hangers . . . . . . . . . .Pages 172-178• THD SeriesMedium-to-heavy capacity face mount hanger.

• THDH SeriesHeavy capacity face mount hanger.

• HUS SeriesMedium capacity face mount hanger with double shear nailing.

• CLPBF SeriesMedium capacity 2 x 4 hanger.

• MSH SeriesField adjustable top or face mount strap hanger.

Skewed Truss Hangers . . .Pages 178-180• MSH213L/RSkewed 45° floor truss hanger.

• MSSH217L/RSeverely skewed strap hanger for angles 60° to 85°.

• SNP3Adjustable nail plate for connecting square cut trusses at skews up to60°.

Hip/Jack Connectors . . . .Pages 181-182• BN SeriesFace mount hanger for four mono trusses.

• HJH SeriesHeavy capacity face mount hanger for one hip and one jack truss.

• HJC SeriesFace mount hanger for one hip and one jack truss.

• HTHJ SeriesLight capacity face mount hanger for one hip and one jack truss.

• HHC SeriesFace mount hanger for two hip trusses.

• HJHC SeriesFace mount hanger for two hip and one jack truss.

Girder Truss Hangers . . .Pages 183-185• GT, GTD, & GTS SeriesGirder truss hanger bolts to a supporting truss.

• GTU SeriesGirder truss hanger with high uplift capacity bolts to asupporting truss.

• GTWS SeriesGirder truss hanger with high uplift capacity screws to a supporting truss.

MSH

MSSH217Rright shown

HHCHTHJ

GT

GTU

GTD

GTWS

HJHBN

HJHC

HJC

SNP3

HUSTHD THDH


GTS

MSH213Lleft shown

CLPBF

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®Plated Truss

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®Plated Truss

Truss Clips . . . . . . . . . . . . . . . . . . .Page 186• STC SeriesA scissor truss clip with slotted nail holes for horizontal movement.

• FTC SeriesA floor truss clip to transfer loads between floor truss plys.

Supplemental Bearing Plates . .Page 187• SBP SeriesConnects to truss at bearing locations to distribute concentrated loads.

Roof Truss Ties . . . . . . . . . . . . . . .Page 188• TR SeriesProvides lateral support for non-load bearing walls whileallowing floor and roof trusses to deflect.

Blocking Supports . . . . . . . . . . . .Page 188• ZC SeriesSupports blocking between trusses and joists.

Field Splice Kits . . . . . . . . . . . . . .Page 189• FS & FSS SeriesField connectors for scissor truss splices.

Truss Spacers . . . . . . . . . .Pages 190-191• ST24H The Stabilizer™Truss brace and spacer that connects with prongs.

• TS & TSX SeriesTruss spacer that connects with nails.

Drag Strut Connectors . . . . . . .Page 191• LDSC4/DSC4Transfers lateral load from a truss to a bearing wall.

Alternate Installations . . . . . . . .Page 192• Backer block installations

• Panel point installations

• Filler block installations

ANSI/TPI Allowable Loads . . . .Page 193• ANSI/TPI 1-1995/1997 NDS Design Loads

• ANSI/TPI 1-2002/2001 NDS Design Loads

STC

SBP

FTC

TR

ZC

FS

TS

LDSC4L-left shown

TSX

ST24H

FSS

DSC4R-right shown

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Typical THD210installation

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®

Floor

Ref. No. W H D A Header Truss 100% 115% 125% 133% 160%

2 x 6 - 8 THD26 -- -- 16 1-5/8 5-1/16 3 1-7/8 (18) 16d (12) 10d x 1-1/2 2485 2855 3060 1810 2170

2 x 8 - 10 THD28 -- -- 16 1-5/8 7 3 1-7/8 (28) 16d (16) 10d x 1-1/2 3865 3965 3965 2330 2330 2 x 10 - 12 THD210 -- -- 16 1-5/8 9 3 1-7/8 (38) 16d (20) 10d x 1-1/2 5075 5115 5115 3015 3095

1-3/4 x 5-1/2 - 7-1/4 THD175 -- -- 14 1-7/8 5 3 1-7/8 (18) 16d (12) 10d x 1-1/2 2520 2900 3055 1825 2190

1-3/4 x 7-1/4 - 11-1/4 THD177 -- -- 14 1-7/8 6-7/8 3 1-7/8 (28) 16d (16) 10d x 1-1/2 3920 4485 4485 2330 2330 1-3/4 x 9-1/4 - 14 THD179 -- -- 14 1-7/8 8-7/8 3 1-7/8 (38) 16d (20) 10d x 1-1/2 5320 5800 5800 3040 3095

(2) 2 x 6 - 8 THD26-2 HHUS26-2 14 3-7/16 5-3/8 3 2 (18) 16d (12) 10d 2520 2900 3055 1890 2265 (2) 2 x 8 - 10 THD28-2 HHUS28-2 14 3-7/16 7-1/8 3 2 (28) 16d (16) 10d 3920 4510 4900 2485 2485

(2) 2 x 10 - 12 THD210-2 HHUS210-2 14 3-7/16 9-1/8 3 2 (38) 16d (20) 10d 5320 6120 6650 3145 3775

4 x 6 - 8 THD46 HHUS46 14 3-5/8 5-5/16 3 2 (18) 16d (12) 10d 2520 2900 3055 1890 2265 4 x 8 - 10 THD48 HHUS48 14 3-5/8 7-1/16 3 2 (28) 16d (16) 10d 3920 4510 4900 2485 2485

4 x 10 -12 THD410 HHUS410 14 3-5/8 9-1/16 3 2 (38) 16d (20) 10d 5320 6120 6650 3145 3775 4 x 12 - 14 THD412 -- -- 14 3-5/8 11 3 3 (48) 16d (20) 10d 6650 6650 6650 3145 3775

4 x 14 - 16 THD414 -- -- 14 3-5/8 12-7/8 3 3 (58) 16d (20) 10d 7335 7335 7335 3335 4000

(3) 2 x 10 - 12 THD210-3 HHUS210-3 12 5-1/8 9 3 3 (38) 16d (20) 10d 5320 6120 6650 3145 3775 6 x 10 -12 THD610 -- -- 12 5-1/2 9 3 3 (38) 16d (20) 10d 5585 6425 6985 3335 4000

6 x 12 - 14 THD612 -- -- 12 5-1/2 11 3 3 (48) 16d (20) 10d 7055 8115 8415 3335 4000 6 x 14 - 16 THD614 -- -- 12 5-1/2 12-7/8 3 3 (58) 16d (20) 10d 7335 7335 7335 3335 4000

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail penetration is 1-5/8˝ for 16d nails.

Joist /Truss Size

USPStock No.

SteelGauge

Dimensions Fastener Schedule2,3 Allowable Loads (Lbs.)

Roof Uplift1DF-L / SP

See ANSI/TPI section for truss chord applicationspage 193; for EWP applications pages 122-125.


Options: See Specialty Options Chart. Rough/Full sizes available. THD26, THD26-2, & THD210-2 are available in Triple Zinc. To order, add TZ, to stock number, as in THD26-2TZ.THD hangers with widths greater than 3˝ can have one flange inverted with no load reduction. Specify right (R)or left (L).



Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Inverted Flange

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) All sloped, skewed, or combinations require bevel cut or sqare cut on joist in all applications.

RangeNot available in widths < 3˝.

Widths > 3 can haveone flange inverted.

1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed

AllowableLoads

Ordering

85% of table load 65% of table load 65% of table load


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

to product number.Ex. THD410-SK45R


to product number.Ex. THD410-SL30D

See Sloped Seat and Skewed.Ex. THD410-SK45RSL30D

Add 1IF,one flange,right (R) and left (L),to product number.Ex. THD4101IFR


A

D

H

W

Some model designsmay vary from

illustration shown

THD28

Heavy-Duty Face Mount Truss Hangers – THD series

Floor Floor

Ref. No. W H D Header Truss 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

2 x 6 - 8 THDH26 HGUS26 1-5/8 5-7/16 5 (20) 16d (8) 16d 3880 4460 4850 2340 2340 3340 3840 4175 2025 2025

2 x 8 - 10 THDH28 HGUS28 1-5/8 7-3/16 5 (36) 16d (12) 16d 6450 6715 6895 4230 4370 4710 4940 5095 3630 3780

2 x 10 - 12 THDH210 -- -- 1-5/8 9-3/16 5 (46) 16d (16) 16d 7040 7390 7630 5400 5400 5220 5525 5730 4670 4670 2-11/16 x 9-1/4 - 14 THDH27925 HGUS2.75/10 2-3/4 9-1/8 4 (46) 16d (12) 16d 8170 8260 8260 3490 3490 7040 7145 7145 3020 3020

2-11/16 x 11-1/4 - 16 THDH27112 HGUS2.75/12 2-3/4 10-7/8 4 (56) 16d (14) 16d 8785 9090 9300 4935 5925 8510 9090 9300 4235 5085 2-11/16 x 14 - 16 THDH2714 HGUS2.75/14 2-3/4 12-1/4 4 (66) 16d (16) 16d 9075 9430 9665 5645 6770 9075 9430 9665 4845 5810

3-1/4 x 9-1/2 THDH3210 HGUS3.25/10 3-3/16 9-3/8 4 (46) 16d (12) 16d 8170 8260 8260 3490 3490 7040 7145 7145 3020 3020

3-1/4 x 10-5/8 THDH3212 HGUS3.25/12 3-3/16 10-5/8 4 (56) 16d (14) 16d 9870 10180 10385 4935 5925 8510 9790 10240 4235 5085 (2) 2 x 6 - 8 THDH26-2 HGUS26-2 3-7/16 5-3/8 4 (20) 16d (8) 16d 3880 4460 4795 2235 2235 3340 3840 4150 1935 1935

(2) 2 x 8 - 10 THDH28-2 HGUS28-2 3-7/16 7-1/8 4 (36) 16d (10) 16d 6465 7435 8025 2665 2665 5570 6410 6690 2305 2305 (2) 2 x 10 - 12 THDH210-2 HGUS210-2 3-7/16 9-1/8 4 (46) 16d (12) 16d 8170 8260 8260 3490 3490 6625 6855 7005 3020 3020

4 x 6 - 8 THDH46 HGUS46 3-9/16 5-3/8 4 (20) 16d (8) 16d 3880 4460 4795 2235 2235 3340 3840 4150 1935 1935

4 x 8 - 10 THDH48 HGUS48 3-9/16 7-1/8 4 (36) 16d (10) 16d 6465 7435 8025 2665 2665 5570 6410 6940 2305 2305 4 x 10 - 12 THDH410 HGUS410 3-9/16 9-1/8 4 (46) 16d (12) 16d 8170 8260 8260 3490 3490 7040 7145 7145 3020 3020

4 x 12 - 14 THDH412 HGUS412 3-9/16 10-1/2 4 (56) 16d (14) 16d 9875 11115 11325 4935 5925 8510 9790 10240 4235 5085

4 x 14 - 16 THDH414 HGUS414 3-9/16 12-1/4 4 (66) 16d (16) 16d 11100 11455 11690 5645 6770 9980 10240 10240 4845 5810 (3) 2 x 6 - 8 THDH26-3 HGUS26-3 5-1/8 5-7/16 4 (20) 16d (8) 16d 3880 4460 4795 2235 2235 3340 3840 4150 1935 1935

(3) 2 x 8 - 10 THDH28-3 HGUS28-3 5-1/8 7-3/16 4 (36) 16d (12) 16d 6465 7435 8025 2665 2665 5570 6410 6940 2305 2305 (3) 2 x 10 - 12 THDH210-3 HGUS210-3 5-1/8 9-3/16 4 (46) 16d (16) 16d 8640 9855 9855 4565 4565 7440 8525 8525 3950 3950

(3) 2 x 12 - 14 THDH212-3 HGUS212-3 5-1/8 11-3/16 4 (56) 16d (20) 16d 9935 9935 9935 5180 5180 8595 8595 8595 4480 4480

(3) 2 x 14 - 16 THDH214-3 HGUS214-3 5-1/8 13-3/16 4 (66) 16d (22) 16d 11645 11645 11645 5795 5795 10070 10070 10070 5010 5010 5-1/4 x 9-1/8 THDH5210 HGUS5.25/10 5-3/8 9-1/8 4 (46) 16d (16) 16d 8640 9855 9855 4565 4565 7440 8525 8525 3950 3950

5-1/4 x 10-3/4 THDH5212 HGUS5.25/12 5-3/8 11-1/8 4 (56) 16d (20) 16d 9935 9935 9935 5180 5180 8595 8595 8595 4480 4480 6 x 10 - 12 THDH610 HGUS5.50/10 5-1/2 9 4 (46) 16d (16) 16d 8640 9855 9855 4565 4565 7440 8525 8525 3950 3950

6 x 12 - 14 THDH612 HGUS5.50/12 5-1/2 11 4 (56) 16d (20) 16d 9935 9935 9935 5180 5180 8595 8595 8595 4480 4480

6 x 14 - 16 THDH614 HGUS5.50/14 5-1/2 13 4 (66) 16d (22) 16d 11645 11645 11645 5795 5795 10070 10070 10070 5010 5010 6-3/4 x 9 - 14-1/2 THDH6710 HGUS6.88/10 6-7/8 8-13/16 4 (46) 16d (12) 16d 8170 8260 8260 3490 3490 7040 7145 7145 3020 3020

6-3/4 x 11 - 18 THDH6712 HGUS6.88/12 6-7/8 10-13/16 4 (56) 16d (14) 16d 9875 11360 11840 4935 5925 8510 9790 10240 4235 5085 6-3/4 x 13 - 20-1/2 THDH6714 HGUS6.88/14 6-7/8 12-13/16 4 (66) 16d (16) 16d 11580 11840 11840 5645 6770 9980 10240 10240 4845 5810

7-1/4 x 9-1/4 - 14 THDH7210 HGUS7.25/10 7-1/4 9 4 (46) 16d (12) 16d 8170 8260 8260 3490 3490 7040 7145 7145 3020 3020

7-1/4 x 11-1/4 - 16 THDH7212 HGUS7.25/12 7-1/4 10-1/2 4 (56) 16d (14) 16d 9875 11360 11840 4935 5925 8510 9790 10240 4235 5085 7-1/4 x 14 - 18 THDH7214 HGUS7.25/14 7-1/4 12-1/4 4 (66) 16d (16) 16d 11580 11840 11840 5645 6770 9980 10240 10240 4845 5810

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Joist nails need to be toe nailed at a 30° to 45˚ angle to achieve allowable loads shown. 3) Minimum nail penetration shall be 1-5/8˝ for 16d nails.


Roof Uplift1DF-L / SP S-P-F

Roof Uplift1Joist /

Truss SizeUSP

Stock No.


D

H

W

2 1/2˝

Patented dimple allows30˚ to 45˚ nailing

See ANSI/TPI section for truss chord applications page 193; for EWP applications pages 122-125.

2 1/2˝

4˝

H

W

THDH


Options: See Specialty Options Chart.Codes: NER 608, ICBO 2039, FL821

Patents: #5,217,317

Installation:• Use all specified fasteners. See ProductNotes, page 16.• Joist nails must be driven in at a 30° to 45°angle through the joist or truss into the header toachieve listed loads. Standard length “doubleshear” nails must be used to achieve listedload values.

Drive joist nails into header at 30°to 45° to achieve listed loads. Typical THDH double

shear installation

Typical THDH26-2installation

THDH26-2

Option Skewed 1,3 Sloped Seat2,3 Sloped / Skewed1,2,3

Range 1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed

1) Skewed THDH hangers with skews greater than 15° always have all joist nailing on one side of the outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) All sloped, skewed, or combinations require bevel cut on joist in all applications. Inverted flange option is not available for THDH models.

85% of table allowable loadAllowable

Loads85% of table allowable load.

50% of table uplift load.52% of table allowable load.

50% of table uplift load.

Ordering


to product number.Ex. THDH410-SK45R

Add SL, slope required,and up (U) or down (D),

to product number.Ex. THDH410-SL30D

See Sloped Seat and Skewed.Ex. THDH410-SK45RSL30D



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®Heavy-Duty Truss Hangers – THDH series

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Floor Floor

Ref. No. W H Header Truss3100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

2 x 6 - 8 HUS26 HUS26 16 1-5/8 5-7/16 (14) 16d (6) 16d 2635 3035 3295 1925 1925 2310 2660 2805 1810 1925

2 x 8 - 10 HUS28 HUS28 16 1-5/8 7-3/16 (22) 16d (8) 16d 3915 4080 4195 2570 2570 2865 3005 3105 2415 2570 2 x 10 - 12 HUS210 HUS210 16 1-5/8 9-3/16 (30) 16d (10) 16d 4195 4400 4540 3205 3205 3105 3280 3400 3020 3205

1-3/4 x 5-1/2 - 7-1/4 HUS175 -- -- 16 1-13/16 5-3/8 (14) 16d (6) 16d 2635 3035 3295 1925 1925 2265 2605 2835 1810 1925

1-3/4 x 7-1/4 - 11-1/4 HUS177 -- -- 16 1-13/16 7-1/8 (22) 16d (8) 16d 3975 4345 4345 2570 2570 3420 3930 4275 2415 2570 1-3/4 x 9-1/4 - 14 HUS179 HUS1.81/10 16 1-13/16 9-1/8 (30) 16d (10) 16d 4925 5130 5270 3205 3205 4570 4910 5030 3020 3205

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail penetration is 1-5/8˝ for 16d nails. 3) Nails must be driven at a 30° to 45° angle through joist or truss into header to achieve the table loads. 4) HUS175, HUS177, and HUS179 load values assume the joist is 1-3/4˝ wide and has a bearing strength of not less than 675 psi.

Joist /Truss Size

USPStock No.

SteelGauge

Dimensions Allowable Loads (Lbs.)4Fastener Schedule2

Roof Uplift1DF-L / SP S-P-F

Roof Uplift1

H

2˝

3˝

Patented dimple allows30˚ to 45nailing

W

The HUS hanger series offers double shear nailing. USP’spatented dimple allows for 30° to 45° nailing through thejoist into header, resulting in higher loads and less nailing.Extended 3˝ deep seat provides extra truss bearing.


Options: HUS26, HUS28, & HUS210 are available in Triple Zinc. To order, add TZ, to stock number, as in HUS26-TZ.

Codes: NER 510, FL818Patents: #5,217,317

Installation:• Use all specified fasteners. See Product Notes, page 16.• Joist nails must be driven in at a 30° to 45° angle throughthe joist or truss into the header to achieve listed loads.Standard length “double shear” nails must be used toachieve listed load values.

See ANSI/TPI section for truss chord applications page 193; for EWP applications pages 122-125.

Typical HUSinstallation

CLPBF

2 1/2˝

2 1/2˝1 9/16˝

The butterfly hanger’s flared header flange design allows for added nailing.Excellent truss-to-truss hanger for 2x4 purlin or truss bottom chords.

Materials: 18 gaugeFinish: G90 galvanizingCodes: SBCCI, BOCA – NER 510, FL818,

Dade County, FL 02-0102.05


Butterfly Hanger – CLPBF

HUS

Typical CLPBFinstallation

Floor

Joist Size Ref. No. Header Joist 100% 115% 125% 133% 160%

(12) 6d (3) 6d 900 950 950 300 360(12) 8d (3) 8d 950 950 950 380 460

(12) 6d (6) 6d 900 950 950 600 720

(12) 8d (6) 8d 950 950 950 710 855

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail embedment shall be 1-1/8˝ for 6d nails and 1-5/16˝ for 8d nails.

2 x 4 CLPBF -- -- 18

USPStock No.

SteelGauge

Fastener Schedule2 Allowable Loads (Lbs.)

Roof Uplift1

DF-L / SP


faster installation


Slant Nail Truss Hangers – HUS series

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®Adjustable Strap Hangers – MSH series

H

B

WD

MSH


MSH422

3 9/16˝

21 1/2˝

MSH426

W

H

B

D

MSH422IF3 5/8˝

22˝

The MSH is field adjustable. The flanges can be used in top mount, face mount, or combination installations. An open back design allows installation after a member is placed in position.


Options: MSH418, MSH222-2, and MSH422 are available in Triple Zinc. To order, add TZ to stock number, as in MSH418-TZ.

Codes: NER 530, L.A. City RR 25337, FL822, Dade County, FL 03.0206.03 – MSH322, MSH213-2, MSH218-2, MSH413, MSH418, MSH422, MSH29, MSH213, MSH218, MSH222, MSH179, MSH318, Dade County, FL 04-0427.03 – MSH424

Patents: #5,217,317

Installation:• Use all specified fasteners. See Product Notes, page 16.• Web stiffeners are required for I-Joist installations.Mounting condition:Face-Max – Figure 1. All header nails used should be driven into the wide face of the header.Top-Max – Figure 2. The hanger is installed in a top mount condition with at least six lower headerface nail holes filled, and four top flange nails filled. The strap must wrap over the top at least 2˝.Top-Min – Figure 3. The hanger is installed in a top mount condition with at least the top two header face nail holes filled, and four top flange nail holes filled. The strap must wrap over the top atleast 2˝ and the joist nails shall be installed straight into the joist for all models.Combination – Figure 4. Face-Max values apply for the entire connection. Follow fastening directions above for the applicable mounting condition for each individual flange strap.

Typical combinationMSH installation

Typical MSH installationFace Mount Maximum

Figure 1

Typical MSH installationTop Mount Maximum

Figure 2 Figure 3

Typical MSH422-2IFinstallation Top Mount

Minimum

Figure 4


faster installation


NEWSIZE

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Floor Floor

Ref. No. W D H B Top Face Joist 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

face-max -- -- (18) 10d (4) 10d 2445 2635 2680 785 785 1825 1885 1925 785 785

top-max (4) 10d (6) 10d (4) 10d 2565 2635 2680 785 785 1825 1885 1925 785 785

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2425 2425 2425 -- -- -- -- 1825 1885 1925 -- -- -- --

face-max -- -- (20) 10d (4) 10d 2565 2635 2680 785 785 1825 1885 1925 785 785

top-max (4) 10d (6) 10d (4) 10d 2565 2635 2680 785 785 1825 1885 1925 785 785

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2425 2425 2425 -- -- -- -- 1825 1885 1925 -- -- -- --

face-max -- -- (26) 10d (4) 10d 2565 2635 2680 785 785 1825 1885 1925 785 785

top-max (4) 10d (6) 10d (4) 10d 2565 2635 2680 785 785 1825 1885 1925 785 785

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2425 2425 2425 -- -- -- -- 1825 1885 1925 -- -- -- --

face-max -- -- (22) 10d (4) 10d x 1-1/2 2095 2165 2200 595 595 1510 1565 1605 525 595

top-max (4) 10d (6) 10d (4) 10d x 1-1/2 2095 2165 2210 595 595 1510 1565 1605 525 595

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2095 2165 2165 -- -- -- -- 1510 1565 1605 -- -- -- --

face-max -- -- (16) 10d (4) 10d x 1-1/2 1825 2100 2200 595 595 1570 1805 1960 525 595

top-max (4) 10d (6) 10d (4) 10d x 1-1/2 2600 2600 2600 595 595 2300 2355 2395 525 595

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2165 2165 2165 -- -- -- -- 2055 2085 2105 -- -- -- --

face-max -- -- (22) 10d (4) 10d x 1-1/2 2200 2200 2200 595 595 2155 2200 2200 525 595

top-max (4) 10d (6) 10d (4) 10d x 1-1/2 2600 2600 2600 595 595 2300 2355 2395 525 595

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2165 2165 2165 -- -- -- -- 2055 2085 2105 -- -- -- --

face-max -- -- (14) 10d (6) 10d 2215 2545 2770 1570 1570 1900 2185 2375 1465 1570

top-max (4) 10d (6) 10d (6) 10d 3525 3525 3525 1570 1570 3470 3525 3525 1465 1570

top-min (4) 10d (2) 10d (6) 10d 2025 2025 2025 -- -- -- -- 2025 2025 2025 -- -- -- --

face-max -- -- (16) 10d (4) 10d 2250 2545 2545 605 605 1935 2225 2415 605 605

top-max (4) 10d (6) 10d (4) 10d 3485 3485 3485 605 605 2630 2690 2730 605 605

top-min (4) 10d (2) 10d (4) 10d 2210 2210 2210 -- -- -- -- 2210 2210 2210 -- -- -- --

face-max -- -- (22) 10d (4) 10d 2945 3365 3365 605 605 2535 2690 2730 605 605

top-max (4) 10d (6) 10d (4) 10d 3485 3485 3485 605 605 2630 2690 2730 605 605

top-min (4) 10d (2) 10d (4) 10d 2210 2210 2210 -- -- -- -- 2210 2210 2210 -- -- -- --

face-max -- -- (14) 10d (6) 10d 2215 2545 2770 1570 1570 1900 2185 2375 1465 1570

top-max (4) 10d (6) 10d (6) 10d 3525 3525 3525 1570 1570 2960 3125 3235 1465 1570

top-min (4) 10d (2) 10d (6) 10d 2025 2025 2025 -- -- -- -- 2025 2025 2025 -- -- -- --

face-max -- -- (18) 10d (6) 10d 2680 3080 3350 1570 1570 2300 2645 2875 1465 1570

top-max (4) 10d (6) 10d (6) 10d 3525 3525 3525 1570 1570 2960 3125 3235 1465 1570

top-min (4) 10d (2) 10d (6) 10d 2025 2025 2025 -- -- -- -- 2025 2025 2025 -- -- -- --

face-max -- -- (22) 10d (6) 10d 3140 3470 3470 1570 1570 2700 3105 3355 1465 1570

top-max (4) 10d (6) 10d (6) 10d 3525 3525 3525 1570 1570 2960 3125 3235 1465 1570

top-min (4) 10d (2) 10d (6) 10d 2025 2025 2025 -- -- -- -- 2025 2025 2025 -- -- -- --

face-max -- -- (22) 10d (4) 10d 2945 3365 3365 605 605 2535 2915 3105 605 605

top-max (4) 10d (6) 10d (4) 10d 3485 3485 3485 605 605 2795 2935 3025 605 605

top-min (4) 10d (2) 10d (4) 10d 2210 2210 2210 -- -- -- -- 2210 2210 2210 -- -- -- --

face-max -- -- (36) 10d (6) 10d 3915 3960 3960 1285 1285 3960 3960 3960 1285 1285

top-max (4) 10d (6) 10d (6) 10d 2965 2965 2965 1285 1285 2965 2965 2965 1285 1285

top-min (4) 10d (2) 10d (6) 10d 1550 1550 1550 -- -- -- -- 1550 1550 1550 -- -- -- --

top-max (4) 16d (8) 16d (6) 16d 3855 3855 3855 1715 1715 3180 3430 3510 1715 1715

top-min (4) 16d (2) 16d (6) 16d 2470 2510 2540 -- -- -- -- 1760 1800 1830 -- -- -- --

face-max -- -- (26) 16d (6) 16d 4345 4810 4810 1175 1175 3745 4310 4685 1175 1175

top-max (4) 16d (10) 16d (6) 16d 4585 4585 4585 1175 1175 3935 4205 4390 1175 1175

top-min (4) 16d (4) 16d (6) 16d 4200 4200 4200 -- -- -- -- 3210 3370 3480 -- -- -- --


2 22 5-3/16 MSH424 -- -- 3-5/8

MSH418 THA418

3-9/16

3-9/16

MSH413 THA413

10-3/8

10-3/8

Uplift1Uplift1Roof Roof

2x Lumberor

Trusses MSH29 THA29

10-13/16

1-5/8 2-1/4 8-3/4 5

12-3/4 5

1-5/8 2-1/4 16-3/4 5

1-5/82x Lumber

orTrusses

MSH213 THA213 2-1/4

23

THA2182x Lumber

orTrusses

THAI222 1-5/8 1-3/42x Lumber

orTrusses

MSH222

MSH218

MSH318

MSH322 THAI322

-- --

1-3/4 MSH213-2

MSH218-2 THA218-2

-- -- 3-1/8

3-1/8

1-3/4

1-3/4

1-3/4

1-3/43-1/8

18

22-1/22-9/16

2-9/16

1-3/4

1-3/4

1-3/4

17-3/4

22-1/4

14

16

16

14

16

7-13/16

10-1/16

10-1/16

14-3/16(2) 2x Lumber

orTrusses

2-1/2˝ wideFloor

Trusses

2-1/2˝ wideFloor

Trusses

(2) 2x Lumberor

Trusses

(2) 2x Lumberor

Trusses

3-9/16

3-1/2˝ wideFloor

Trusses

3-1/2˝ wideFloor

Trusses

3-1/2˝ wideFloor

Trusses16 MSH422 THA422

MSH222-2 THA222-2

3-5/8

14 7-5/8

7-5/8

7-5/8

17-1/2

21-1/2

221-3/4 9-13/16

3-5/8 1-3/4 26 8

7-1/4 22-1/82 11

3-1/2˝ wideFloor

Trusses

(2) 3-1/2˝ wideFloor

Trusses

MSH426 MSH426IF

THA426

MSH422-2 MSH422-2IF

THA422-2 THAC422-2

3-1/2˝ wideFloor Trusses

MSH422IF THAC422

3-1/2˝ wideFloor

Trusses


Header

Dimensions

DF-L / SP


S-P-FJoistMaterial& Width

USPStock No.

MountingConditionSt

eel G

auge

18

18

18

18

18

18

16

16

16

16

Plated Truss chart


Adjustable Strap Hangers – MSH series continued

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Floor Floor


face-max -- -- (22) 10d (4) 10d x 1-1/2 2095 2165 2200 595 595 1510 1565 1605 525 595

top-max (4) 10d (6) 10d (4) 10d x 1-1/2 2095 2165 2210 595 595 1510 1565 1605 525 595

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2095 2165 2165 -- -- -- -- 1510 1565 1605 -- -- -- --

face-max -- -- (18) 10d (4) 10d 2445 2700 2700 785 785 2065 2125 2165 785 785

top-max (4) 10d (6) 10d (4) 10d 2915 2985 3015 785 785 2065 2125 2165 785 785

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2425 2425 2425 -- -- -- -- 2065 2125 2165 -- -- -- --

face-max -- -- (20) 10d (4) 10d 2200 2200 2200 595 595 1695 1750 1790 595 595

top-max (4) 10d (6) 10d (4) 10d 2370 2440 2485 595 595 1695 1750 1790 595 595

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2165 2165 2165 -- -- -- -- 1695 1750 1790 -- -- -- --

face-max -- -- (26) 10d (4) 10d 2200 2200 2200 595 595 1695 1750 1790 595 595

top-max (4) 10d (6) 10d (4) 10d 2370 2440 2485 595 595 1695 1750 1790 595 595

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2165 2165 2165 -- -- -- -- 1695 1750 1790 -- -- -- --

face-max -- -- (22) 10d (4) 10d x 1-1/2 2200 2200 2200 595 595 1695 1750 1790 525 595

top-max (4) 10d (6) 10d (4) 10d x 1-1/2 2370 2440 2485 595 595 1695 1750 1790 525 595

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2165 2165 2165 -- -- -- -- 1695 1750 1790 -- -- -- --

face-max -- -- (16) 10d (4) 10d x 1-1/2 1825 2100 2200 595 595 1570 1805 1960 525 595

top-max (4) 10d (6) 10d (4) 10d x 1-1/2 2600 2600 2600 595 595 2110 2170 2210 525 595

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2165 2165 2165 -- -- -- -- 2055 2085 2105 -- -- -- --

face-max -- -- (22) 10d (4) 10d x 1-1/2 2200 2200 2200 595 595 2110 2170 2200 525 595

top-max (4) 10d (6) 10d (4) 10d x 1-1/2 2600 2600 2600 595 595 2110 2170 2210 525 595

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2165 2165 2165 -- -- -- -- 2055 2085 2105 -- -- -- --

face-max -- -- (16) 10d (4) 10d x 1-1/2 1825 2100 2200 595 595 1570 1805 1960 525 595

top-max (4) 10d (6) 10d (4) 10d x 1-1/2 2600 2600 2600 595 595 2300 2355 2395 525 595

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2165 2165 2165 -- -- -- -- 2055 2085 2105 -- -- -- --

face-max -- -- (22) 10d (4) 10d x 1-1/2 2200 2200 2200 595 595 2155 2200 2200 525 595

top-max (4) 10d (6) 10d (4) 10d x 1-1/2 2600 2600 2600 595 595 2300 2355 2395 525 595

top-min (4) 10d (2) 10d (4) 10d x 1-1/2 2165 2165 2165 -- -- -- -- 2055 2085 2105 -- -- -- --

face-max -- -- (14) 10d (6) 10d 2215 2545 2770 1570 1570 1900 2185 2375 1465 1570

top-max (4) 10d (6) 10d (6) 10d 3525 3525 3525 1570 1570 2960 3125 3235 1465 1570

top-min (4) 10d (2) 10d (6) 10d 2025 2025 2025 -- -- -- -- 2025 2025 2025 -- -- -- --

face-max -- -- (18) 10d (6) 10d 2680 3080 3350 1570 1570 2300 2645 2875 1465 1570

top-max (4) 10d (6) 10d (6) 10d 3525 3525 3525 1570 1570 2960 3125 3235 1465 1570

top-min (4) 10d (2) 10d (6) 10d 2025 2025 2025 -- -- -- -- 2025 2025 2025 -- -- -- --

face-max -- -- (22) 10d (6) 10d 3140 3470 3470 1570 1570 2700 3105 3355 1465 1570

top-max (4) 10d (6) 10d (6) 10d 3525 3525 3525 1570 1570 2960 3125 3235 1465 1570

top-min (4) 10d (2) 10d (6) 10d 2025 2025 2025 -- -- -- -- 2025 2025 2025 -- -- -- --

face-max -- -- (36) 10d (6) 10d 3915 3960 3960 1285 1285 3960 3960 3960 1285 1285

top-max (4) 10d (6) 10d (6) 10d 2965 2965 2965 1285 1285 2965 2965 2965 1285 1285

top-min (4) 10d (2) 10d (6) 10d 1550 1550 1550 -- -- -- -- 1550 1550 1550 -- -- -- --

face-max -- -- (22) 10d (4) 10d 2945 3365 3365 605 605 2535 2915 3105 605 605

top-max (4) 10d (6) 10d (4) 10d 3485 3485 3485 605 605 2795 2935 3025 605 605

top-min (4) 10d (2) 10d (4) 10d 2210 2210 2210 -- -- -- -- 2210 2210 2210 -- -- -- --

top-max (4) 16d (8) 16d (6) 16d 3855 3855 3855 1715 1715 3180 3430 3510 1715 1715

top-min (4) 16d (2) 16d (6) 16d 2470 2510 2540 -- -- -- -- 1760 1800 1830 -- -- -- --


1-1/2˝ wideI-Joist

MSH222 THAI222 18 1-5/8

MSH424 -- -- 16 3-5/8

1-3/4

3-5/8 1-3/4

3-9/16 1-3/4

2-9/16 1-3/4

2

3-9/16 1-3/4

1-3/4˝ LVLor

I-Joist

1-3/4˝ LVLor

I-Joist

1-3/4˝ LVLor

I-Joist

2-1/2˝ wideI-Joist

2-5/16˝ wideI-Joist

2-5/16˝ wideI-Joist

MSH318 -- -- 18 2-9/16

2-3/8 1-3/4

22 9-13/16

3-9/16 1-3/4

17-1/2 7-5/8

22-5/8 10-7/16

3-1/2˝ LVLor

I-Joist MSH422IF

3-1/2˝ LVLor I-Joist

MSH426 MSH426IF

1-3/4

5-3/1622

THAC422

THA426

3-1/2˝ LVLor

I-Joist MSH422 THA422 16

22-1/2 10-3/8

21-1/2 7-5/8

26 8

2-1/2˝ wideI-Joist

MSH322 THAI322 18

3-1/2˝ LVLor

I-Joist MSH413

3-1/2˝ LVLor

I-Joist MSH418

3-1/2˝ LVLor

I-Joist

MSH2322 THAI3522 18

10-3/4

MSH2318 -- -- 18 2-3/8 1-3/4 18-1/8

MSH1722 THAI1.81/22 18

1-3/4 MSH1718 -- -- 18 1-13/16

1-13/16 1-3/4

1-3/4˝ LVLor

I-Joist MSH179 -- -- 18

Ste

el G

auge

JoistMaterial& Width

Header DF-L / SP

USPStock No.

MountingCondition

Roof Uplift1

Allowable Loads (Lbs.)Fastener Schedule2,3

MSH1713 -- -- 18

1-13/16

1-13/16

8-11/16 4-15/16

10-13/16

Dimensions

2-1/4

S-P-F

Roof Uplift1

1-3/4 23

12-11/16 10-3/41-3/4

10-7/16

22-7/8

16-11/16 10-3/4

18 10-3/8

THA418 16

THA413 16 14 7-5/8

16

14 3-5/8

I-Joist, LVL, LSL, & PSL chart


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Drive nailsat angle

Left skewRight skew

MSH213L/R Skewed Truss Hanger

Floor Floor


face-max -- -- (46) 10d (4) 10d 2945 3365 3365 605 605 2535 2915 3105 605 605

top-max (4) 10d (6) 10d (4) 10d 3485 3485 3485 605 605 2795 2935 3025 605 605

top-min (4) 10d (2) 10d (4) 10d 2210 2210 2210 -- -- -- -- 2210 2210 2210 -- -- -- --

face-max -- -- (46) 10d (4) 10d 2945 3365 3365 605 605 2535 2915 3105 605 605

top-max (4) 10d (6) 10d (4) 10d 3485 3485 3485 605 605 2795 2935 3025 605 605

top-min (4) 10d (2) 10d (4) 10d 2210 2210 2210 -- -- -- -- 2210 2210 2210 -- -- -- --

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails and 1-5/8˝ for 16d nails.

4-3/4

9-1/4

9-1/44-5/8˝ wide

I-Joist

4-5/8˝ wideI-Joist

MSH2322-2


USPStock No.

1-3/4 22

MSH2622-2 -- -- 5-3/8 1-3/4 22

16

16

-- --

Roof Uplift1 Roof Uplift1

Ste

el G

auge

Dimensions Fastener Schedule2,3Allowable Loads (Lbs.)

Header DF-L / SP S-P-F

MountingCondition

I-Joist, LVL, LSL, & PSL chart

The MSH213L/R is an adjustable 45º skew hangerdesigned to permit installation on a 2 x 6 or greater bottomchord, or vertical web member.

Materials: 18 gaugeFinish: G90 galvanizingCodes: FL6223

Installation:• Use all specified fasteners. See Product Notes, page 16. • Web stiffeners are required for I-Joist installations.

Floor Floor

Ref. No. Top Face Joist 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

face-max -- -- (22) 10d (6) 10d x 1-1/2 1770 1770 1770 730 730 1520 1520 1520 630 630

top-max (4) 10d (6) 10d (6) 10d x 1-1/2 1735 1735 1735 730 730 1490 1490 1490 630 630

top-min (4) 10d (2) 10d (6) 10d x 1-1/2 1240 1240 1240 -- -- -- -- 1065 1065 1065 -- -- -- --

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


USPStock No.

SteelGauge

MountingCondition


Header DF-L / SP


S-P-F

2x Lumberor

Trusses MSH213L/R -- -- 18

Uplift1Uplift1Roof Roof

Typical MSH213L installationleft skew

Typical MSH213R installationright skew

1 3/4˝

1 5/8˝

1 3/4˝

MSH213L

Adjustable Strap Hangers – MSH series continued

Back side withstraps bent over

AdditionalStrapping

for High Uplift

MP Framing Angle pg. 70-71

Bend over

Girder

Truss

LSTA Strap Tie pg. 78-79

Top view right shown

AdditionalStrapping

for High Uplift Back view shown

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®Severely Skewed Hangers – MSSH series

MSSH217LLeft shown attached

to web and top of chord

USP’s MSSH217 hanger accommodates a skew range of 60° to 85° (30° maximum offthe girder) without the need for a more expensive custom design hanger. Face nail towebs or bend the flange strap over the chord. Available in left (L) or right (R)configurations.


Installation:• Use all specified fasteners. See Product Notes, page 16.• The 3 lower holes on each strap are for top nailing when the strap is bent over thetruss chord. These holes are not for face nailing.• One or both straps may be bent over the bottom chord of the girder with top or backside nailing.• Note: Select the correct (right or left) hanger so that the strap on the outside of theangle will pass the end of the truss. When facing the hanger, the strap in the rear turnsin the direction of the skew. The front strap turns to pass behind the end of the carriedmember.• Attach the hanger at the end of the truss with a single 10d x 11⁄2˝ nail into the sideflange or bottom.• Place the truss in position against the girder. Push the outside strap past the end ofthe truss to the girder web and face nail through the top 8 holes with 10d x 11⁄2˝ nailsfor a 1 ply girder, or 10d common nails for multiple-ply girders.• The strap inside the angle can be formed over diagonal webs (if design allows) orbend over the girder chord. Use two nails into the top and/or back side of the girder.• If the outside strap does not contact a web, bend the strap tightly over thegirder chord. Use two nails into the top and/or back side of the girder.• For uplift resistance, other means of attachment are required. If both the truss andgirder have vertical webs, attach a scab to pack out the girder web nearly flush with thetruss web and use a field adjustable MP framing angle across the two. A top chord connection for uplift requires a flat LSTA strap tie wrapped under the girder and over thetruss chord.

Girder Truss Hip

Floor Floor

Ref. No. 100% 115% 125% 100% 115% 125%

(8) 10d (1) 10d x 1-1/2 1 Ply 1470 1690 1700 1195 1205 1215

or (4) 10d top of bent straps (1) 10d x 1-1/2 2 Ply 1700 1700 1700 1195 1205 1215

(8) 10d (1) 10d x 1-1/2 1 Ply 1470 1690 1700 1265 1455 1580or (4) 10d top of bent straps (1) 10d x 1-1/2 2 Ply 1700 1700 1700 1550 1630 1700

1) No uplift value with this hanger. Use other hardware or nailing higher on carried member to counteract uplift. 2) One or both straps may be bent over bottom chord of girder with top or backside nailing. Note: The 3 lower holes on each strap are for top nailing when strap is bent. These holes are not for face nailing.

Roof

MSSH217L/R -- -- 18 Optional Construction: Parallel to Grain Loading in Hanger Seat

Fastener Schedule2

USPStock No.

SteelGauge

Roof

S-P-FDF-L / SP


CarryingMember

CarriedMember

GirderTruss

Bend over

Right shownbent over bottom chord

17 3/16˝

1 5/8˝1 3/4˝Optional

bottom nail

Pocket nail

3 holes fortop nailing

2 x 6 or 2 x 8

8 holes for face nailing

MSSH217Rright shown

MSSH217RRight shown

attached to webs

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Ref. No. Each End 100% 115% 125% 133% 160%

DF-L 530 530 530 530 530SP 530 530 530 530 530

S-P-F 500 530 530 530 530

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 8d x 1-1/2˝ nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long.


Upift

Fastener

Schedule 2

SNP3 TJC37 16 (6) 8d x 1-1/2˝

USPStock No.

SteelGauge

WoodSpecies

3 3/8˝

3 1/2˝

3 1/2˝

The SNP3 Skewed Nail Plate is designed and tested for connectingsquare cut corner jack trusses at skews up to 60°.

Materials: 16 gaugeFinish: G90 galvanizingCodes: NER 568, FL820R-1

Installation:• Install specified fasteners from bend line outfrom each end. Not all nail holes will be filled.• Attach to the supported truss on the acuteangle side so the SNP3 runs behind the end ofthe jack.• Set jack truss against supporting truss and nail on exposed flange.• Bend angle only once.• 8d common nails may be substituted for 8d x 11/2˝ nails with noreduction in load. Typical SNP3 installation

SNP3

3 1/2˝

60ºMax

SupportingTruss

3 1/2˝ SupportedTruss

Skewed Nail Plate – SNP3

Typical BN264installation

Nailing tabsadjust to fasten 22 1/2º mono trusses

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®Breakfast Nook Hangers – BN series

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Ref. No. L H B per Mono Truss 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

BN264 -- -- 14 10 5-3/8 3-1/4 (20) 10d (2) 10d x 1-1/2 2360 2715 2950 645 645 2040 2345 2550 560 560 BN284 -- -- 14 10 7-1/8 3-1/4 (20) 10d (2) 10d x 1-1/2 2360 2715 2950 645 645 2045 2345 2475 560 560

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Loading published for total load of connection. 3) Minimum nail penetration is 1-1/2˝ for 10d nails. 4) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 5) Maximum uplift per mono truss is 160 lbs. at 133%/160% for DF-L/SP and 140 lbs. at 133%/160% for S-P-F.

CarriedMember


DF-L / SP S-P-F

Roof Uplift1,5Uplift1,5Roof

Allowable Loads (Lbs.)2Dimensions

USPStock No.

SteelGauge

CarryingMember

Designed to carry four mono trusses in one connector, it reduces installation time andcost. Provides a tested, load rated connection. Standard configuration spacing:221/2°, 45°, 45°, 45°, 221/2°. The design also includes field adjustable nailing tabs.

Materials: 14 gaugeFinish: USP primerCodes: NER 532, FL819

Installation:• Use all specified fasteners. SeeProduct Notes, page 16.• Allow a 2˝ setback for each monotruss.• For pitched ceiling, design monotrusses with end-vertical upset. Upsetequals tangent of the ceiling slopetimes 5.6˝.• Bend tab only once.

22 1/2º 22 1/2º

45º

45º

45º

22 1/2º 22 1/2º

45º

45º

45º

L

H

B

Field adjustablenailing tabswith slottedfastening holesfor slant nailing

BN264

BN264Standard configuration

(top view)

See ANSI/TPI section for truss chord applications page 193.

Dimension

Floor Floor

Description Ref. No. H Nails per Hip per Jack 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

2 x 6 right / left HJH26L/R -- -- 7 5-1/4 (12) 16d (7) 16d (8) 16d 1920 2210 2400 2220 2220 1680 1930 2100 1625 1625

2 x 8 right / left HJH28L/R -- -- 7 7-1/4 (16) 16d (7) 16d (8) 16d 2560 2945 3200 2220 2220 2240 2575 2800 1625 1625

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Uplift maximum load on hip is 1035 lbs. and 1180 lbs. on jack. 3) HJH loading published for total load of hip / jack connection. 4) Minimum nail penetration shall be 1-5/8˝ for 16d nails.

Roof Uplift1,2Roof Uplift1,2


DF-L / SP S-P-F

Fastener Schedule4

USPStock No.

SteelGauge

CarryingMember

CarriedMember

13 1/4˝

H

4˝

3 3/8̋ 3 1/2˝

HJH26L

Hip/Jack hangers are used to simultaneously hang a combination ofhips and jacks off girder trusses. The HJH must be ordered in either left(L) or right (R) configurations. The HJH is a heavy-duty design that accommodates concentrated load conditions.


Options: HJH28L/R is available in Hot-dip galvanized. To order, add HDG, to stock number, as in HJH28L-HDG.

Codes: SBCCI 2031C, FL859R-1,Dade County, FL 06-1011.02



Hip/Jack Connectors – HJH series

Typical HJH26Linstallation

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H

5 7/8˝ 5˝

HTHJ

H

3 1/4˝6˝

HJC

Dimension

Floor Floor

Description Ref. No. H 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

2 x 6 right / left HJC26 -- -- 12 5-3/8 (16) 16d (5) 10d (7) 10d 2350 2705 2940 1840 1840 2030 2335 2540 1745 1745

2 x 8 right / left HJC28 -- -- 12 7-1/8 (20) 16d (6) 10d (8) 10d 2940 3380 3675 1840 1840 2540 2920 3175 1745 1745 2 x 6 terminal HHC26 -- -- 12 5-7/16 (20) 16d (5) 10d -- -- 2940 3380 3675 1665 2000 2540 2920 3175 1455 1745

2 x 8 terminal HHC28 -- -- 12 7-3/16 (24) 16d (6) 10d -- -- 3530 4055 4410 2000 2400 3050 3505 3810 1745 2095

2 x 6 terminal HJHC26 MTHM 12 5-7/16 (20) 16d (5) 10d (2) 10d 2940 3380 3675 1665 2000 2540 2920 3175 1455 1745 2 x 8 terminal HJHC28 -- -- 12 7-3/16 (24) 16d (6) 10d (2) 10d 3530 4055 4410 2000 2400 3050 3505 3810 1745 2095

2 x 4 terminal HTHJ24-18 -- -- 18 3 (10) 10d (5) 10d (3) 10d 1120 1290 1400 870 870 970 1115 1210 720 720 2 x 6 terminal HTHJ26-18 -- -- 18 5 (16) 16d (7) 16d (5) 16d 2145 2465 2680 1655 1860 1855 2135 2320 1170 1170

1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Loading published for total load of hip / jack connection. 3) Minimum nail penetration is 1-5/8˝ for 16d nails.

Fastener Schedule

Uplift1 Roof Uplift1


Carried Member DF-L / SP S-P-F

RoofUSPStock No.

SteelGauge

perHip

perJack

Carrying

Member3


45º 45º 45º 45º

H

3 1/4˝9˝

H

3 1/4˝10 1/2˝

Typical HHCinstallation top view

Typical HJHCinstallation top view

HHC HJHC

H

3 1/4˝Varies8˝ max. width

HJC (skewed)Typical HJC (skewed) installation

with alternate skew angle top view

45º 45º

Typical HJC/HTHJ installation top view

Option Hip Truss Skew

Range 30˚ to 60˚

Allowable Loads 100% of table load

OrderingAdd SK, angle of hip

required, to product number.Ex. HJC26-SK55

HJC Specialty Options Chart

HHC & HJHC – Allows for hip / hip support and hip/ jack/hip installations.

HJC & HTHJ – Used to simultaneously hang a combination of hips and jacks offgirder trusses. These hangers fit both left-hand and right-handapplications. An open back design allows for retrofit installations.

Materials: HHC, HJC, & HJHC – 12 gaugeHTHJ –18 gauge

Finish: G90 galvanizingOptions: See Specialty Options Chart.

Codes: NER 564, NER 532, FL817, FL819, Dade County, FL 06-0601.03 — HJC26 & HJC28


Typical HJC/HTHJinstallation

Specify angle(60° max)

Hip/Jack Connectors – HHC, HJC, HJHC, & HTHJ series

Typical GT2T4Binstallation

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®Girder Truss Hangers – GT, GTD, & GTS series

Ref. No. Strap W1 L H D B Bolts Nails 100% 115% 100% 115% 100% 115% 133% 160%

DF-L / SP 1695 1950 2940 3380 3315 3815 2000 2000

S-P-F 1485 1705 2500 2875 3060 3520 2000 2000

DF-L / SP 2230 2565 3905 4490 5690 6545 2000 2000S-P-F 1945 2235 3315 3810 4845 5570 2000 2000

DF-L / SP 2460 2830 4355 5005 4950 5695 2000 2000S-P-F 2135 2455 3685 4240 4555 5240 2000 2000

DF-L / SP 3405 3915 5885 6765 6635 7630 2000 2000

S-P-F 2980 3425 5010 5760 6130 7050 2000 2000DF-L / SP 5120 5890 8835 10160 9950 11445 2000 2000

S-P-F 4490 5165 7525 8655 9195 9820 2000 2000DF-L / SP 6785 7800 11760 13525 13415 13740 2000 2000

S-P-F 5935 6825 9535 9820 9535 9820 2000 2000

DF-L / SP 6805 7825 11770 13535 13265 13740 2000 2000S-P-F 5960 6855 9535 9820 9535 9820 2000 2000

DF-L / SP 2460 2830 4355 5005 4950 5695 2000 2000S-P-F 2135 2455 3685 4240 4555 5240 2000 2000

DF-L / SP 3145 3615 5715 6575 8455 9720 2000 2000

S-P-F 2695 3100 4805 5530 7150 8220 2000 2000DF-L / SP 3405 3915 5885 6765 6635 7630 2000 2000

S-P-F 2980 3425 5010 5760 6130 7050 2000 2000DF-L / SP 4495 5165 7830 9000 11385 13095 2000 2000

S-P-F 3925 4510 6650 7650 9705 11165 2000 2000

DF-L / SP 5120 5890 8835 10160 9950 11445 2000 2000S-P-F 4490 5165 7525 8655 9195 10575 2000 2000

DF-L / SP 6785 7800 11760 13525 17080 19365 2000 2000S-P-F 5935 6825 10005 11505 13360 13645 2000 2000

DF-L / SP 6805 7825 11770 13535 13265 15255 2000 2000

S-P-F 5960 6855 10020 11520 12260 13645 2000 2000DF-L / SP 8975 10320 15640 17990 19155 19495 2000 2000

S-P-F 7660 8810 13130 13750 13455 13750 2000 2000

DF-L / SP 3400 3910 5885 6765 6635 7630 2000 2000S-P-F 2980 3425 5010 5760 6130 7050 2000 2000

DF-L / SP 4490 5165 7825 9000 11390 13100 2000 2000S-P-F 3920 4510 6650 7650 9705 11160 2000 2000

DF-L / SP 5120 5890 8830 10155 9950 11445 2000 2000

S-P-F 4490 5165 7525 8650 9195 10575 2000 2000DF-L / SP 6780 7800 11755 13520 17085 19650 2000 2000

S-P-F 5935 6825 10005 11505 14565 16750 2000 2000DF-L / SP 6805 7825 11765 13530 13270 15260 2000 2000

S-P-F 5960 6855 10020 11520 12255 14095 2000 2000

DF-L / SP 8965 10310 15620 17965 22740 26150 2000 2000S-P-F 7830 9005 13275 15265 19370 21295 2000 2000

1) Bolts shall conform to ASTM A 307 Grade A or better. 2) GT series require 2 x 6 vertical member for 2, 3, and 4 bolt hangers and 2 x 8 for 6 and 8 bolt hangers.

2 ply

4 ply

5 ply

GT2T2B

GT2T2BH

GT2T3B

GT2T4B

GT2T6B

GT2T8B

GT3T3B

GT3T3BH

GT2T6BH

GT3T4B

GT3T4BH

GT3T6B

GT3T6BH

GT4T8B

GT5T8BH

GT4T4B

GT4T4BH

GT4T6B

GT4T6BH

THG2A

THGB2

THGBH2

THG3A

-- --

THG4A

THGB3

-- --

THGBH4

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

3 7

3 7

3 7

3 7

7

3

3 7

3 7

3 7

3 7

7

3 7

3 7

3 7

3 7

3

9-1/4

9-1/4

9-1/4

19

19

9-1/4

9-1/4

9-1/4

9-1/4

22

7

3 7

3 7

3

9-1/4

9-1/4

9-1/422

5-1/2

22-1/4 5-1/2

7

3

9-1/4

9-1/4

4-1/2

4-1/2

4-1/2

5-1/2

4-1/2

4-1/2

9-1/4

9-1/4

9-1/4

9-1/4

9-1/4

5-1/2

22

22-1/4

26-1/4

5-1/2

19

25

6

30-1/4 6

6

5-1/8

5-1/8

5-1/8

7-1/4

3-7/16 7-1/4

6

6

6

3-7/16

7-1/4

7-1/4

3-7/16

3-7/16

6-1/2

6-1/2

6-1/2

5-1/8

5-1/8

6-1/2

5-1/8

8-1/4

6

6

22

26-1/4

19

22-1/4

22

26-1/4

6-1/2

25

30-1/4

6

6

6

7-1/2

7-1/4

7-1/4

7-1/4

7-1/4

7-1/2

7-1/2

9-1/4

1 Ply 2 Ply

6

6

6

7-1/2

WoodSpecies

7-1/2

3 Ply Uplift

Supporting Member


(12) 16d

Steel Gauge

SupportedMember

USPStock No.


SupportingTruss

3-7/16

3-7/16

SupportedTruss

(12) 16d

(2) 3/4 (12) 16d

(4) 3/4 (12) 16d

(6) 3/4 (12) 16d

(2) 1 (12) 16d

(3) 3/4

(6) 1 (12) 16d

(4) 3/4 (12) 16d

(4) 1 (12) 16d

(12) 16d

(12) 16d

(4) 1 (12) 16d

(3) 3/4 (12) 16d

(3) 1 (12) 16d

BackPlate

(8) 1 (12) 16d

(6) 3/4 (12) 16d

(8) 3/4 (12) 16d

(8) 3/4 (12) 16d

(6) 3/4

(12) 16d -- -- 3 7 3-7/16

9-1/4 (6) 1

6 9-1/4 (6) 1

(4) 3/4

(8) 3/46

(12) 16d

GT3T8B THGBH3 3 7 5-1/8 7-1/4 25 9-1/4

26-1/4

9-1/4 (8) 1 (12) 16d

3 ply

GT3T8BH -- -- 3 7 5-1/8 7-1/4

The GT primarily hangs girder trusses off other girder trusses, although a wide varietyof other heavy-duty installations apply.


Options: All models available in LVL sizes, use M in place of T, as in GT2M4B.Codes: NER 530, FL822, L.A. City RR 25337

Installation:• Use all specified fasteners. See Product Notes, page 16.• Minimum heel height is 91/4˝ for GT hangers.


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Ref. No. Strap W1 W2 L H D B Bolts Nails Nails 100% 115% 100% 115% 100% 115% 133% 160%

DF-L / SP 1695 1945 2935 3375 3310 3810 2000 2000

S-P-F 1480 1705 2495 2870 3055 3515 2000 2000

DF-L / SP 3385 3895 5870 6750 6625 7620 2000 2000

S-P-F 2965 3410 4995 5745 6115 7035 2000 2000

DF-L / SP 5105 5870 8820 10145 9945 11435 2000 2000

S-P-F 4475 5145 7510 8635 9185 10565 2000 2000

DF-L / SP 2445 2815 4330 4980 4920 5660 -- -- -- --

S-P-F 2120 2440 3665 4215 4530 5210 -- -- -- --

DF-L / SP 3385 3890 5865 6745 6620 7610 -- -- -- --

S-P-F 2960 3405 4990 5740 5765 5910 -- -- -- --

DF-L / SP 2445 2815 4330 4980 4920 5660 -- -- -- --

S-P-F 2120 2440 3665 4215 4530 5210 -- -- -- --

DF-L / SP 2460 2830 4355 5005 4950 5695 -- -- -- --

S-P-F 2135 2455 3685 4240 4555 5240 -- -- -- --

DF-L / SP 2450 2820 4335 4985 4930 5670 -- -- -- --

S-P-F 2125 2445 3670 4220 4535 5215 -- -- -- -- 1) The listed loads for GTS and GTD is the total of hip and jack connection. 2) Bolts shall conform to ASTM A 307 or better. GT Series require 2 x 6 vertical member for 2, 3, and 4 bolt hangers and 2 x 8 for 6 and 8 bolt hangers. All side pocket applications assume 45° angle. Must specify right or left for all GTS and GT skewed.**D is 3" for hip bucket.

SteelGauge

SupportedMember

USPStock No.

5-1/2

4-1/2

4-1/2

4-1/2

6

7-1/4

7-1/4

5-1/2

5-1/2

5-1/2

9-1/4

9-1/4

9-1/4

5-1/2

(5) 3/4

(4) 3/4

(3) 3/4

(3) 3/4

(3) 3/4

(5) 3/4

(7) 3/4

(4) 3/4

(4) 10d x 1-1/2 (4) 10d x 1-1/2

(4) 10d x 1-1/2 (4) 10d x 1-1/2

(4) 10d x 1-1/2 (4) 10d x 1-1/2

(4) 10d x 1-1/2 (4) 10d x 1-1/2

(12) 16d -- --

(4) 10d x 1-1/2 (4) 10d x 1-1/2

(12) 16d -- --

(12) 16d -- --

8

6

**4-1/2

**4-1/2

**4-1/2

**4-1/2

**4-1/2

9-1/4

9-1/4

9-1/4

1-5/8

3-7/16

1-5/8

3-7/16

-- --

-- --

-- --

1-5/8

1-5/8

1-5/8

1-5/8

1-5/8

3-7/16

3-7/16

5-1/8

1-5/8

19

22

22

22

19

19

22

22

7

7

7

7

7

7

7

7

3

3

3

3

Uplift

Supporting Member

Allowable Loads (Lbs.)1Dimensions Fastener Schedule2

SupportedTruss

SupportedHip

WoodSpecies

SupportingTruss 2 Ply 3 Ply

-- --

-- --

-- --

-- --

-- --

-- --

3

3

BackPlate

1 ply terminal hip

1 ply hip & jack

2 ply terminal hip

1 Ply

THMA

THMA-2

*GT2T2BSKL/R

*GT2T4BSKL/R

GTD1T1H3B

GTD1T2H3B

2 ply hip & 1 ply jack

*GT3T6BSKL/R

*GTS1T1H3BSKL/R

*GTS1T1H4BSKL/R

*GTS1T2H3BSKL/R

3

3

2 ply skewed 45°

3 ply skewed 45°

W1 W1

45ºW2

W1

45º 45º

W2 W2

H

DW1

B

L

GTS1T2H3BSKLleft shown

GTD1T1H3B

GT GTSleft shown

GTD

GT series – Hip Applications

GT2T4B

Girder Truss Hangers – GT, GTD, & GTS series continued

2 x 6 Min.

Typical GTU40installation

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®High Uplift Girder Truss Hangers – GTU & GTWS series

Typical GTWSinstallation

W15˝

16˝

GTWS3T

The GTU and GTWS series girder-to-girder hangers feature high uplift capacities alongwith high gravity load ratings.

GTU – Utilizes bolting through the vertical member of the supported truss, which spreadsthe load more effectively throughout the multiple truss members.

GTWS – Low profile version, which utilizes USP’s WS3 Wood Screw, shown on page 22.

Materials: See chartFinish: GTU – USP primer; GTWS – G90 galvanizingCodes: NER 532, FL819, FL6223,

Dade County, FL 06-1011.02— GTU40 & GTU80,Dade County, FL 06-0831.04 — GTU100

Installation• Use all specified fasteners. See Product Notes, page 16.• WS Wood Screws are included with hangers where specified.• GTU40 and GTU80 shall be installed to a minimum 2x6 vertical member of a girder trusshaving a maximum 2x8 bottom chord.• GTU100 shall be installed to a minimum 2x10 vertical member of a girder truss havinga maximum 2x8 bottom chord.• GTWS2T shall be installed to a minimum 2x4 vertical member of a girder truss with norestriction on the size of the bottom chord.• GTWS3T shall be installed to a minimum 2x6 vertical member of a girder truss with norestriction on the size of the bottom chord.• GTWS4T shall be installed to a minimum 2x8 vertical member of a girder truss with norestriction on the size of the bottom chord.

Ref. No. W1 W2 H D Bolts 3,6 Bolts 3,6 Nails 100% 115% 125% 133% 160%

GTU40 -- -- 7 3-1/4 5-1/2 22-1/2 6 (5) 3/4 -- -- (2) 3/4 (8) 10d -- -- 7110 7110 7110 6250 6250

GTU80 -- -- 7 4-7/8 5-1/2 25-1/2 6 (6) 3/4 -- -- (2) 3/4 (8) 10d -- -- 8560 9845 10665 8400 10000

GTU100 -- -- 7 7 8 25-1/2 6 (6) 3/4 -- -- (2) 3/4 (8) 10d -- -- 8560 9845 10665 8400 10000

GTWS2T -- -- 10 3-1/4 -- -- 16 4 -- -- (22) WS3 -- -- -- -- (16) WS3 6730 7740 8415 6530 7835 GTWS3T -- -- 10 4-7/8 -- -- 16 5 -- -- (28) WS3 -- -- -- -- (24) WS3 8570 9855 10710 9790 11750

GTWS4T -- -- 10 6-1/2 -- -- 16 5 -- -- (28) WS3 -- -- -- -- (24) WS3 8570 9855 10710 9790 11750

1) Allowable loads are based on 1997 NDS®. 2) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) Bolts shall conform to ASTM A 307 or better. 4) GTU series 3/4˝ girder bolts and GTWS WS3 wood screws require a minimum 3˝ wood penetration. 5) WS3 wood screws are 1/4˝ x 3˝ long and are included with the GTWS hangers. 6) All bolts of the GTU hangers shall be installed in the vertical member satifying all code spacing requirements. 7) The wood screws of the GTWS hangers may be installed in both vertical and horizontal members.

Uplift2

Supporting Truss DF-L / SP

USPStock No.

SteelGauge

WoodScrews5,7

WoodScrews5,7

Supported Truss


H

DW1

14˝

W2

GTU100

H

DW1

14˝

W2

GTU40

W14˝

16˝

GTWS2T



6 1/16˝

4 3/8˝2 1/16˝

3 1/16˝FTC1F

7 5/8˝

4 3/8˝

2 1/16˝

3 1/16˝

FTC2F

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F1

Typical STCinstallation

W1

1 1/4˝ slots

W2

W1

1 1/8˝

H

W2

4 3/8˝

2˝

The STC provides uplift resistance by securing trusses to top plates.Slotted nail holes allow for horizontal movement as scissor trusses deflect.

Materials: 12 gaugeFinish: G90 galvanizingCodes: SBCCI, BOCA – NER 564

Installation:• Use all specified fasteners. See Product Notes, page 16.• When installing, do not fully set nails.• Locate nails into the center of slots to allow for horizontal movement.

Ref. No. Description W1 W2 Truss Plate 133% 160% 133% 160% 133% 160% 133% 160%

STC24 TC24 12 2 x 4 top plate 3-9/16 1-5/8 (5) 10d x 1-1/2 (6) 10d x 1-1/2 330 330 800 810 285 285 700 700



1) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. New products or updated product information are designated in red.

USPStock No.

SteelGauge


Uplift1 Uplift1F1


DF-L / SP S-P-F

F1

Truss Size Ref. No. W1 W2 H DF-L / SP S-P-F

3 x 2 FTC32 1-1/2 (2) 3 x 2 FTC32-2 3

FTC1 3-1/2 3-1/16 1-1/2

FTC1F 3-1/16 -- -- 4-3/8 FTC2 3-1/2 3-1/16 3

FTC2F 3-1/16 -- -- 4-3/8

1) Transfer loads are for 100% floor load, and shall not be increased for short term load duration. 2) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 3) Minimum nail penetration shall be 1-1/2˝ for 10d nails. 4) Truss designer shall determine the number of clips for concentrated loads and the spacing for uniform loads.

5902-1/2

(10) 10d 865 750

2-1/16

Dimensions Maximum Transfer Loads1,4USP

Stock No.Steel

Gauge

Fastener

Schedule2,3

(10) 10d x 1-1/2

4 x 2

(2) 4 x 2

680 -- -- 18

-- -- 18

-- -- 18

STC

Typical FTC 2 plymetal web truss installation

Floor Truss Clips – FTC series

The Floor Truss Clip efficiently transfers loads between floor truss plys.The FTC slides easily onto the top or bottom chord and provides a guideto help position and support the second truss during assembly.

Materials: 18 gaugeFinish: G90 galvanizingCodes: NER 564, FL817

Patents: #5,653,079

Installation:• Use all specified fasteners. See Product Notes, page 16.• The truss designer must determine the number of clips and spacingbetween units according to concentrated load conditions and uniformloading requirements.

FTC

Scissor Truss Clips – STC series

Typical FTC2Fretrofit installation

Typical FTCinstallation

F1

F2

Typical SBP standardinstallation

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®Supplementary Bearing Plates – SBP series

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

DF-L 625 2260 2600 2825 5540 5.91 5880 6.27 6105 6.51

SP 565 2440 2805 3050 5405 6.38 5770 6.81 6015 7.10 S-P-F 425 1940 2230 2425 4170 6.54 4460 7.00 4655 7.30

Hem Fir 405 1980 2275 2475 4105 6.76 4400 7.24 4600 7.57

DF-L 625 2300 2645 2875 8865 4.73 9210 4.91 9440 5.03 SP 565 2500 2875 3075 8435 4.98 8810 5.20 9010 5.32

S-P-F 425 1980 2275 2475 6445 5.05 6740 5.29 6940 5.44 Hem Fir 405 2020 2325 2525 6275 5.16 6580 5.42 6780 5.58

DF-L 625 2300 2645 2875 12145 4.32 12490 4.44 12720 4.52

SP 565 2500 2875 3075 11400 4.48 11775 4.63 11975 4.71 S-P-F 425 1980 2275 2475 8675 4.54 8970 4.69 9170 4.79

Hem Fir 405 2020 2325 2525 8400 4.61 8705 4.78 8905 4.89 DF-L 625 2300 2645 2875 15425 4.11 15770 4.21 16000 4.27

SP 565 2500 2875 3075 14365 4.24 14740 4.35 14940 4.41

S-P-F 425 1980 2275 2475 10905 4.28 11200 4.39 11400 4.47 Hem Fir 405 2020 2325 2525 10525 4.33 10830 4.46 11030 4.54

DF-L 625 3165 3640 3955 8320 8.87 8795 9.38 9110 9.72

SP 565 3415 3930 4270 8075 9.53 8590 10.14 8930 10.54

S-P-F 425 2715 3125 3395 6220 9.76 6630 10.40 6900 10.82 Hem Fir 405 2770 3190 3465 6110 10.06 6530 10.75 6805 11.20

DF-L 625 3220 3705 4025 13535 7.22 14020 7.48 14340 7.65 SP 565 3500 4025 4375 12825 7.57 13350 7.88 13700 8.08

S-P-F 425 2770 3190 3465 9785 7.67 10205 8.00 10480 8.22

Hem Fir 405 2830 3250 3535 9515 7.83 9935 8.18 10220 8.41 DF-L 625 3220 3705 4025 18690 6.65 19175 6.82 19495 6.93

SP 565 3500 4025 4375 17485 6.88 18010 7.08 18360 7.22 S-P-F 425 2770 3190 3465 13290 6.95 13710 7.17 13985 7.31

Hem Fir 405 2830 3250 3535 12855 7.05 13275 7.28 13560 7.44

DF-L 625 3220 3705 4025 23845 6.36 24330 6.49 24650 6.57 SP 565 3500 4025 4375 22145 6.53 22670 6.69 23020 6.79

S-P-F 425 2770 3190 3465 16795 6.59 17215 6.75 17490 6.86 Hem Fir 405 2830 3250 3535 16195 6.66 16615 6.84 16900 6.95

1) Allowable loads are for a pair of SBP devices. SBP's shall be installed in pairs. 2) Multiple ply trusses shall be fastened together to act as a single unit. 3) EBL denotes effective bearing length and includes the actual bearing length plus the contribution of the SBP device. 4) Assumes full seating of truss on top plate.

SBP6 on 2 x 6 Top Plate (5-1/2˝ wide)

4 Ply

1 Ply

2 Ply

3 Ply

4 Ply

1 Ply

2 Ply

3 Ply

SBP's Alone SBP + Truss Bearing4

Allowable Loads (Lbs.)1,2,3

SBP4 on 2 x 4 Top Plate (3-1/2˝ wide)

No. ofTrussPlys

WoodSpecies

Fc

(psi)

W L

D

W

SBP

Use the SBP instead of extra truss plys or nail-on scabs to distributeconcentrated truss reactions and avoid top plate crushing. The two-piece design accommodates any number of girder plys. Awraparound design gives superior uplift resistance, and reinforcementribs effectively distribute bearing loads. Works with both single anddouble 2x4 or 2x6 top plates.

Materials: 16 gaugeFinish: G90 galvanizingCodes: NER 530, FL822, L.A. City RR 25337

Installation:• Use all specified fasteners. See Product Notes, page 16.• The SBP shall be installed in pairs.

F1 F2 F1 F2

Ref. No. W H L D Top Sides Truss 133% 133% 133% 160% 133% 133% 133% 160%

2-7/8˝ or less (20) 10dx1-1/2 1390 1265 1225 1295 1205 875 1055 1265

3˝ or more (20) 10d 1390 1265 1225 1295 1205 875 1055 1265

2-7/8˝ or less (28) 10dx1-1/2 1390 1265 1225 1295 1205 875 1055 12653˝ or more (28) 10d 1390 1265 1225 1295 1205 875 1055 1265

1) Fastener Schedule is for a pair of SBP devices. 2) Allowable loads are for a pair of SBP devices. SBP's shall be installed in pairs. 3) Multiple ply trusses shall be fastened together to act as a single unit. 4) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) x 1-1/2˝ long. 5) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted.

Uplift5 Uplift5

Plate


DF-L / SP S-P-F


USPStock No.

SteelGauge

Dimensions

JoistThickness

SBP4 TBE4

SBP6 TBE6

16

16

2 1

2 1

3-1/2 3-1/4

5-1/2 3-1/4

(4) 10d (8) 10d

(4) 10d (8) 10d

W

L

D

W

SBP tab up

Typical SBP alternateinstallation

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F1

F2

1 7/8˝

2 1/2˝

2 11/16˝

Typical TR2 installation

F1 F2 F1 F2

Ref. No. Description Truss Plate 133%/160% 133%/160% 133%/160% 133%/160%

TR1 STC 18 single slot (1) 8d (2) 8d 85 50 35 35

TR2 DTC 18 double slot (2) 8d (4) 8d 125 210 85 135

1) Loads have been increased for short-term loading; no further increase allowed. 2) Truss must be bearing on top plate to achieve the allowable loads under "Without Gap". 3) Installed with maximum 1/4˝ space between rafter or truss and top plate under "With 1/4˝ Gap". Space is not limited to 1/4˝, where loads are not required.

USPStock No.

SteelGauge

Fastener Schedule Allowable Loads (Lbs.)1

Without Gap2 With 1/4˝ Gap3

DF-L / SP

2˝

1 1/4˝

2 3/4˝

TR2

W

H

D

ZC2

Blocking Supports – ZC series

ZC clips secure blocking between joists or trusses whichprovides support for drywall or sheathing.



ZC4

Allowable Load (Lbs.)2

DF-L / SP

Downward

Ref. No. W H D Header Blocking 100%

ZC2 Z2 20 2-1/4 1-9/16 1-1/2 (3) 10d x 1-1/2 (2) 10d x 1-1/2 160

ZC4 Z4 12 1-1/2 3-9/16 1-3/8 (2) 10d x 1-1/2 (1) 10d x 1-1/2 320 ZC6 Z6 12 1-1/2 5-9/16 1-3/8 (2) 10d x 1-1/2 (1) 10d x 1-1/2 420

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 -- --

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) Allowable load shall not be increased for other load duration factors.

SteelGauge

USPStock No.


Slotted design allows truss to deflect without imposingload on wall below.


Installation:• Use all specified fasteners. See Product Notes, page 16.• Do not fully set nails.• Locate nails into the center of slots. TR1

Typical ZC installation

Roof Truss Ties – TR series

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®Truss Field Splice Kits – FS & FSS series

Typical FSS installation

Typical FS installation


DF-L SP S-P-F

Ref. No. 115% 115% 115%

2 x 6 4995 4845 39102 x 8 6695 6305 5240

2 x 10 7195 7565 60302 x 6 4995 4845 3910

2 x 8 6695 6305 5240

2 x 10 8320 7565 65102 x 6 9995 9690 7820

2 x 8 13390 12615 104802 x 10 14130 14725 12140

2 x 6 9995 9690 7820

2 x 8 13390 12615 104802 x 10 16640 15125 13020

2 x 6 14120 14540 11730

2 x 8 14145 14740 130702 x 10 14130 14725 13075

2 x 6 14990 14540 117302 x 8 20085 18920 15720

2 x 10 21770 22670 19530

2 x 6 4995 4845 39102 x 8 6695 6305 5240

2 x 10 7195 7565 60302 x 6 4995 4845 3910

2 x 8 6695 6305 5240

2 x 10 8320 7565 65102 x 6 9995 9690 7820

2 x 8 13390 12615 104802 x 10 14130 14725 12140

2 x 6 9995 9690 7820

2 x 8 13390 12615 104802 x 10 16640 15125 13020

1) Allowable loads shall not be increased for other load duration factors. 2) Allowable loads are based on the lesser of the calculated bolt loads and the calculated wood tensile strength at the critical net section. 3) Wood tensile strengths are based on the Ft of 450 psi for S-P-F, 575 psi for DF-L, and approximately 540 psi for SP; and increased by the size factors in accordance with the NDS®.

FS8B

FS12B

FS8B-2

FS12B-2

FS8B-3

FS12B-3

FSS8B

FSS12B

FSS8B-2

FSS12B-2

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

7 1

7 2

7 3

7 1

2 (12) 3/4˝ x 5˝

(8) 3/4˝ x 3˝

3 1 (12) 3/4˝ x 3˝

3 2 (18) 3/4˝ x 5˝

(12) 3/4˝ x 3˝

3 1 (18) 3/4˝ x 3˝

ChordSize

7 2 (12) 3/4˝ x 5˝

(8) 3/4˝ x 7˝

3 3 (12) 3/4˝ x 7˝

(8) 3/4˝ x 5˝

3

USPStock No.

SteelGauge

TrussPlies

BoltSchedule

Job site splicing of long trusses is made easier with Truss Field SpliceKits. The FS and FSS (for scissors trusses) includes a pair of plates,bolts, nuts, and a Splice Clip for top chord alignment. Allowable loads aresometimes limited by tension in the net section of the wood. Choose thebottom chord size and species that will satisfy the tension requirement.Analyze tension in the web to determine the required size.

Materials: FS & FSS – See chart, bolts, and nuts includedSplice Clip – 12 gauge

Finish: FS & FSS – USP primer;Splice Clip – G90 galvanizing;Bolts – zinc plating

Installation:• Use all specified fasteners. See Product Notes, page 16.• Position the two trusses, center one splice plate on the bottom chordsand clamp in place for a drilling template. Install the Splice Clip at the toptruss plate and fasten with (18) 10d x 11⁄2˝ nails. Drill through the bottomchord using splice plate as a template. Place splice plate on each sideand bolt the connection firmly.

Splice Clip

FSS

FS

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Flap22 1/2˝

7/8˝1˝

1 3/8˝

Top view

End view

Temporary ConstructionBracing Installation

OddSpacing

24 o.c.

The Stabilizer™ Truss Brace & Spacer provides temporary construction bracing in the roofand ceiling planes, as well as permanent lateral bracing for webs as specified by your trussengineering.

The Stabilizer™ is easily installed by embedding the patented MII 20 teeth on the topflange straight into the edge of the truss member to be braced with a framing hammer. Theside tabs are then secured by driving the teeth into the face of the truss member beingbraced.

Materials: 20 gaugeFinish: G60 galvanizingCodes: NER 561

Installation:• Use The Stabilizer™ for standard 24˝ o.c. spacing. For odd spacing, cut and insert a solidblock between the trusses.• Typically, The Stabilizer™ is installed at 6´– 8´ centers along the roof plane and 10´– 15´along the ceiling plane. (Refer to engineering specifications BCSI 1-03, published by TheTruss Plate Institute for specific bracing requirements.)• The Stabilizer™ must be supplemented with diagonal bracing in the roof and ceilingplanes and cross bracing in the web plane at required intervals.• Web forces are not to exceed 8000 lbs.• The Stabilizer™ is properly installed when the top flap and side tabs are flush with themember being braced. 25 1/4˝

ST24H Stabilizer™

Hammer here

Hammer here

Web bracinginstallation

Chordattachment detail

Important: The erection contractor is responsible for determining andinstalling the temporary bracing for the structure, including the trusses. It ismost important for the installer to provide adequate means for bracing the firsttruss installed. The performance of the entire bracing system depends on theadequacy of the ground bracing or other means of bracing the first group oftrusses installed. The building designer is responsible for the permanent bracing design of the overall structure including the truss. This includes thedesign of required supplemental diagonal and cross bracing.

Ref. No. Tension Compression

ST24H TSB2-24 20 24˝ 106 154 422

1) 1 pound = 4.448N 2) Fastener shall be (1) 8d or 10d common wire nail inserted through nail slot.

USPStock No.

SteelGauge

O.C.Spacing

Allowable Axial Loads (Lbs.)

Tensionwith Fastener

1˝

1 3/8˝

7/8˝

1 3/8˝

1 1/2˝1/4˝

1 1/2˝

1 3/8˝

Standard Mil 20 punch

Tab

73.19º

Side view

Truss Brace & Spacer (Stabilizer™) – ST24H

TSX multi-unit spacer

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®Truss Spacers – TS & TSX series

Transfers lateral loads from girder truss into bearing walls.

Materials: See chartFinish: USP primerCodes: NER 564, FL817

Installation:• Use all specified fasteners. See Product Notes, page 16.• WS3 Wood Screw, 1/4˝ dia. x 3˝ long, are supplied withDSC4 connector.

10 1/2˝

2 1/8˝

2˝

7˝

Drag Strut Connector – LDSC & DSC series

Joist Width Ref. No.

1-1/4 TS -- -- 20 24˝ 2' 1-1/2˝ 1 TS24 -- -- 22 24˝ 2' 1

TSX16 -- -- 22 16˝ 8' 6

TSX19 -- -- 22 19.2˝ 8' 5 TSX24 TSF2-24 22 24˝ 10' 5

1) TSX spacers are shipped folded.

1-1/2

SectionsPer Piece

USP

Stock No.1Steel

GaugeO. C.

SpacingOverallLength

Ref. No. 133% 160% 133% 160% 133% 160% 133% 160%

LDSC4L/R -- -- 14 (18) 10d x 1-1/2 1370 1640 1370 1640 1190 1425 1190 1425

DSC4L/R DSC4R/L-SDS3 3 (32) WS3 4965 4965 4945 4945 4270 4270 4250 4250

1) Allowable loads for WS3 Wood Screws are based on the 1997 NDS®. 2) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) WS3 wood screws are 1/4˝ x 3˝ and are included with DSC4 connector. 4) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long.

USPStock No.

SteelGauge

Fastener

Schedule 3,4

Allowable Loads (Lbs.) 1,2

Compression Tension Compression Tension

DF-L / SP S-P-F

TS single-unit spacer

TS24

Typical TSX installation

Important: These units provide spacing guidesonly. Do not rely on the TS or TSX for bracing.

21˝ 3 1/4˝3˝

DSC4R right shown

LDSC4L left shownTypical DSC4R

installation

Truss spacers give framers fast and accurate spacing for trusses, rafters, or floorjoists. The TS and TSX eliminate the need to mark layouts on bearing plates,improve installation speed, and help eliminate spacing errors. These spacers arelight weight and compact.

Materials: See chart

Installation:• Use (1) 8d nail per end to fasten units to trusses, rafters, or floor joists.

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• Wood blocking should be of similarsize/grade as the truss member to which it isattached. The blocking should be designed toact as one unit with truss members.• Truss designer shall approve blockingsize/grade, fasteners required, and application.• All fasteners used to attach wood blocking should be independent of the fasteners in the truss hanger.

THDH26-2pg. 173

Filler Blocking

GT4T6BHpg. 183

Filler Blocking

THDH28-2pg. 173

Filler blockinstallation

Wood filler blocking used forsupported member width less

than hanger width.

(Blocking to be designed bytruss designer or

engineer of record)

Panel pointinstallation

Connection with face mount hangerattaching to a truss panel point.

(Hanger nails that do not penetrate woodin panel point provide no

load resistance)

Reduce load according to the code.

Backer blockinstallation

Wood blocking used to achieve full designload value of a face mount hanger attached to

a carrying member.

(Blocking to be designed by trussdesigner or engineer of record)

Wood blocking

JUS26 pg. 94

Alternate Installations

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®ANSI/TPI Allowable Loads

ANSI/TPI 1-1995 and ANSI/TPI 1-2002 are the National Design Standards for Metal Plate Connected Wood TrussConstruction. The ANSI/TPI 1-1995/1997 NDS is referenced in the 2000 IBC and the ANSI/TPI 1-2002/2001 NDS is referencedin the 2003 IBC.

These standards state: any connectionwhich includes a tension perpendicular tograin stress shall be designed to resist crossgrain tension forces. Although the ANSI/TPI1-1995 and ANSI/TPI 1-2002 standards donot affect the carrying capacity of hangers,the cross grain tension of the lumber may belimiting. The controlling factors that affectthe calculated value of the hangers arewood species, cross-sectional area of thewood (number of plys), and the location ofthe upper most fastener in the hanger (HE ).Face Mounted Hangers with carrying capacities over 800 pounds may be affectedby these standards.

USP developed spreadsheets listing allowable loads for face mount hangers attached to one and two ply girder trusses withbottom chords of Douglas-Fir Larch, Southern Pine, Spruce-Pine-Fir, and Hem Fir wood based on ANSI/TPI 1-1995/1997 NDSAllowable Loads and ANSI/TPI 1-2002/2001 NDS Allowable Loads criteria.

HE

Supported member

Supporting member

Supported member

Supporting member

Each table is sorted by supported member size and various specialty hangers like hip/jack and 45° skewed hangers.

ANSI/TPI Allowable Load tables are available from USP’s Web Site:• Connectors unaffected by ANSI/TPI Standards



Log on to www.USPconnectors.com and click to select: Technical Resources > ANSI/TPI Allowable Loads

Example of ANSI/TPI 1-2002/2001 NDS Allowable Load chart.For readability purposes only partial chart is shown.

Normal Loads Uplift 2 x 4 Sup't Member 2 x 6 Sup't Member

Floor Floor

Ref. No. H E1 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

1 Ply Carried Member

(4) 10d 450 595 245 295 450 520 565 595 595 450 520 565 595 595

(4) 16d 505 740 245 295 505 580 630 670 740 505 580 630 675 740

(4) 10d 455 595 245 295 455 525 570 595 595 455 525 570 595 595

(4) 16d 545 740 245 295 545 625 680 725 740 545 625 680 725 740

(4) 10d 450 570 245 295 450 520 565 570 570 450 520 565 570 570

(4) 16d 505 685 245 295 505 580 630 670 685 505 580 630 675 685

(4) 10d 455 570 245 295 455 525 570 570 570 455 525 570 570 570

(4) 16d 550 685 245 295 550 635 685 685 685 550 635 685 685 685

(4) 10d 450 550 230 245 450 520 550 550 550 450 520 550 550 550

(4) 16d 505 550 230 245 505 550 550 550 550 505 550 550 550 550

(4) 10d 455 550 230 245 455 525 550 550 550 455 525 550 550 550

(4) 16d 550 550 230 245 550 550 550 550 550 550 550 550 550 550

(4) 10d 450 625 245 295 450 520 565 600 625 450 520 565 600 625

(4) 16d 510 745 245 295 510 585 640 680 745 510 585 640 680 745

(4) 10d 465 625 245 295 465 535 580 620 625 465 535 580 620 625

(4) 16d 550 745 245 295 550 635 690 730 745 550 635 690 735 745

(2) 8d x 1 1/2

2

U24 2.938 2.69

1

(2) 10d x 1 1/2

2

-- --

(2) 10d x 1 1/2

2

LU24-18 2.834 2.70

1

(2) 10d x 1 1/2

2

LU24 2.794

SUH24

JL24

JRSSS

JESSS

USPStock No.

Fasteners3,4

Sup'tingMember

Plys

Sup'tingMember

SupportedMember

Min.Heel

Height2

WindRoofHangerMax.

100% 133% 160%WindRoof

2.66

2.753 2.66

1

1

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W

L

N

12˝ 16˝ 19.2˝ 24˝ 30˝ 32˝ 36˝ 42˝ 48˝

7-1/4 -- -- N16/O40 -- -- -- -- -- -- -- -- -- -- -- -- -- --9-1/4 N16 N16/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/N5610 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/N5612 N16 N27 N27 N30 N36 N36/N42 N42 N48 N54/N56

14 N16 N27 N27/N30 N30 N36/N42 N36/N42 N42 N48 N54/N5616 N27 N27 N27/N30 N30 N36/N42 N42 N42/N48 N48/N54 N54/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/N6022 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/N6026 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 N6032 N36/N42 N42 N42 N42/N48 N48 N48/N54 N54/N56 N54/N56/N60 N60

All models require (2) 8d x 1-1/2 nails at each end. 1) Based on 1-1/2˝ joist. Consult USP for suitable product for wider joists.

Sized for Joist-to-Joist X Bridging

Joist Spacing1

I-BeamHeight

O – The O series spans three joists in under/over installation. Prong teeth in the center help reduce nailing.

N – The N series spans two joists per unit. Can be used for bridging or bracing I-Joists.See chart.

Materials: See chartFinish: G90 galvanizingCodes: NER 505, FL816, L.A. City RR 25303

Installation:• Use specified fasteners in models with fastener requirements.• For all models – Bridging should be installed on floor joists with a nominal depth-to-thickness ratio of 5 to 6 or more (2001 National Design Specification for WoodConstruction; Section 4.4). Bridging units should be installed in pairs at intervals of 8´.Bridging pairs should form an “X” between joists; leave a slight space between theunits to avoid noise-generating contact. Follow specific installation instructions below forparticular models.• Install prior to subfloor sheathing. Use (2) 8d x 11⁄2˝ nails at each end. Fully seat nailsto avoid any movement against the bridging and subsequent floor noise.

Typical O installation

W

L

O

Typical N installation

Ref. No. W L

N16 LTB20 22 3/4 19-3/4 (4) 8d x 1-1/2 16 N27 TB27 20 3/4 26-13/16 (4) 8d x 1-1/2 -- --

N30 TB30 20 3/4 29-13/16 (4) 8d x 1-1/2 -- -- N36 TB36 20 3/4 35-13/16 (4) 8d x 1-1/2 -- --

N42 TB42 20 3/4 42 (4) 8d x 1-1/2 -- --

N48 TB48 20 3/4 48 (4) 8d x 1-1/2 -- -- N54 TB54 20 3/4 54 (4) 8d x 1-1/2 -- --

N56 TB56 20 1 56 (4) 8d x 1-1/2 -- -- N60 TB60 20 1 60 (4) 8d x 1-1/2 -- --

O40 LTB40 22 3/4 39-3/4 (4) 8d x 1-1/2 16

1) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 2) For joist spacing, refer to the Joist Installation chart. 3) Joist spacing is based on a 1-1/2˝ joist. Consult USP regarding wider joist applications.

JoistSpacing O.C.

Dimensions Fastener

Schedule1USP

Stock No.Steel

Gauge

Joist Installations

Bridging – N & O series

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®Bridging – BRN, G, MB16, & MBG series

W

L

G & MBG

W

L

BRN

BRN – Nail-on bridging. Spans two joists and can be installed after subfloor is in place.

G & MBG – Grip tooth bridging. Features special teeth which grip joists and provide easysingle-nail installation. Can be installed after subfloor is in place.

MB16 – Snap-on, no-nail bridging can be placed in existing floor systems where joistmovement is suspected. Two-piece construction creates a solid diagonal brace againstjoist movement.

Materials: See chartFinish: G90 galvanizingCodes: NER 505, ICBO 5125, FL816,

L.A. City RR 25303 & RR 25332

Installation:• Use specified fasteners in models with fastener requirements.• For all models – Bridging should be installed on floor joists with a nominal depth-to-thickness ratio of 5 to 6 or more (2001 National Design Specification for WoodConstruction; Section 4.4). Bridging units should be installed in pairs at intervals of 8´.Bridging pairs should form an “X” between joists; leave a slight space between the unitsto avoid noise-generating contact. Follow specific installation instructions below for particular models.• G & MBG – May be installed before or after sheathing. Position the unbent end of thebridging unit near the top of the joist and drive prongs into wood with a hammer blow tothe heel of the bent end. Wedge bent end near the lower edge of the opposite joist, setteeth into wood with hammer blow. Nail holes are provided at the bent end if prongs aredamaged during installation. Fully seat nails to avoid any movement against the bridgingand subsequent floor noise.• BRN – Fasten with (2) 8d x 11⁄2˝ nails at each end. Fully seat nails to avoid any movement against the bridging and subsequent floor noise.• MB16 – Two-piece unit is shipped as one piece. Bend unit in center up and down tobreak into two pieces. Slide narrower piece inside wider piece, setting the end tab intoslot appropriate for joist spacing. Setting one prong end near the top of one joist and theopposite prong end near the bottom of the opposite joist, pull down on the center of thebridging until the wider piece snaps into place over the narrow piece and creates a rigid,one-piece bridging unit. Wear gloves during installation.

MB16

Typical MB16installation


Joist Size Ref. No. W L

2 x 8 BRN812 -- -- 16 1 12-1/2 (4) 8d x 1-1/2 12 2 x 8 BRN816 -- -- 16 1 16 (4) 8d x 1-1/2 16

2 x 8 BRN824 -- -- 16 1 23-7/8 (4) 8d x 1-1/2 24

2 x 10 BRN1012 -- -- 16 1 13-3/8 (4) 8d x 1-1/2 12 2 x 10 BRN1016 -- -- 16 1 17 (4) 8d x 1-1/2 16

2 x 10 BRN1024 -- -- 16 1 24-1/4 (4) 8d x 1-1/2 24 2 x 12 BRN1212 -- -- 16 1 14-3/8 (4) 8d x 1-1/2 12

2 x 12 BRN1216 -- -- 16 1 18-1/2 (4) 8d x 1-1/2 16

2 x 12 BRN1224 -- -- 16 1 24-7/8 (4) 8d x 1-1/2 24 2 x 14 BRN1412 -- -- 16 1 16-7/16 (4) 8d x 1-1/2 12

2 x 14 BRN1416 -- -- 16 1 18-3/4 (4) 8d x 1-1/2 16 2 x 14 BRN1424 -- -- 16 1 25-5/8 (4) 8d x 1-1/2 24

2 x 16 BRN1616 -- -- 16 1 19-7/8 (4) 8d x 1-1/2 16

2 x 16 BRN1624 -- -- 16 1 26-1/2 (4) 8d x 1-1/2 24 2 x 8 G812 NC2X8-12 18 15/16 11-3/4 (1) 8d x 1-1/2 12

2 x 8 G816 NC2X8-16 18 15/16 15-9/16 (1) 8d x 1-1/2 16 2 x 8 G824 -- -- 18 1-5/16 23-1/2 (1) 8d x 1-1/2 24

2 x 10 G1024 NC2X10-24 18 1-5/16 24 (1) 8d x 1-1/2 24

2 x 12 G1212 NC2X12-12 18 1-5/16 14 (1) 8d x 1-1/2 12 2 x 12 G1216 NC2X12-16 18 1-5/16 17-1/4 (1) 8d x 1-1/2 16

2 x 12 G1224 NC2X12-24 18 1-5/16 24-3/4 (1) 8d x 1-1/2 24 2 x 14 G1416 NC2X14-16 18 15/16 18-7/16 (1) 8d x 1-1/2 16

2 x 14 G1424 NC2X14-24 18 1-5/16 25-5/8 (1) 8d x 1-1/2 24

2 x 16 G1616 NC2X16-16 18 15/16 19-5/8 (1) 8d x 1-1/2 16 2 x 16 G1624 NC2X16-24 18 15/16 26-5/8 (1) 8d x 1-1/2 24

Joist

Spacing O.C.2

DimensionsUSPStock No.

SteelGauge

Fastener

Schedule 1

Typical ICPL516-TZinstallation

Typical G & MBGinstallation

Step 1

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Typical ID4,KNS1, & PL4installation

Protection Plates – ICPL series, ID4, KNS1, & PL4

Step 2

W

H

Ref. No. W H Fastener Schedule1

ICPL58 PSPN58 1/16 8-1/16 5 (4) 8d or prongs

ID4 -- -- 1/16 1-3/8 4-1/4 (2) 8d PL4 NS2 1/16 2 5 prongs

KNS1 NS1 1/16 1-1/2 3 prongs


SteelThickness

W

H

W

H

ID4 KNS1

ICPL58

PL4

WH

Joist Size Ref. No. W L

2 x 8 - 10 - 12 MB16 -- -- 22 11/16 -- -- -- -- 16

2 x 8 MBG812 NCA2X8-12 22 15/16 11-3/4 (1) 8d x 1-1/2 12

2 x 8 MBG816 NCA2X8-16 22 15/16 15-9/16 (1) 8d x 1-1/2 16 2 x 8 MBG824 -- -- 22 1-5/16 23-1/2 (1) 8d x 1-1/2 24

2 x 10 MBG1012 NCA2X10-12 22 15/16 12-3/4 (1) 8d x 1-1/2 12

2 x 10 MBG1016 NCA2X10-16 22 15/16 16-5/16 (1) 8d x 1-1/2 16

2 x 10 MBG1024 -- -- 22 1-5/16 24 (1) 8d x 1-1/2 24

2 x 12 MBG1212 NCA2X12-12 22 15/16 14 (1) 8d x 1-1/2 12

2 x 12 MBG1216 NCA2X12-16 22 15/16 17-1/4 (1) 8d x 1-1/2 16 2 x 12 MBG1224 -- -- 22 1-5/16 24-3/4 (1) 8d x 1-1/2 24

2 x 14 MBG1412 -- -- 22 15/16 16 (1) 8d x 1-1/2 12

2 x 14 MBG1416 -- -- 22 15/16 18-7/16 (1) 8d x 1-1/2 16

2 x 14 MBG1424 -- -- 22 1-5/16 25-5/8 (1) 8d x 1-1/2 24

2 x 16 MBG1612 -- -- 22 15/16 17 (1) 8d x 1-1/2 12

2 x 16 MBG1616 -- -- 22 15/16 19-5/8 (1) 8d x 1-1/2 16 2 x 16 MBG1624 -- -- 22 15/16 26-5/8 (1) 8d x 1-1/2 24

1) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 2) Joist spacing is based on a 1-1/2˝ joist, consult USP regarding wider joist applications.

Joist

Spacing O.C.2USP

Stock No.Steel

Gauge

Dimensions Fastener

Schedule 1

Typical ICPL58installation

Ref. No. W H 133% 160% 133% 160%

Sill Plate (12) 16d + prongs 1130 1355 970 1160Double Top Plate (16) 16d + prongs 1505 1805 1290 1550

1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum nail penetration shall be 1-5/8˝ for 16d nails.

5

DF-L / SP S-P-FFastener

Schedule2

ICPL516-TZ PSPN516Z 1/16 16-1/4

USPStock No.

SteelThickness

InstallationType

Allowable Loads1Dimensions

H

W

ICPL516-TZ

Bridging – BRN, G, MB16, & MBG series continued

Easy-to-install plates protect plumbing andpower/communication wiring from nail or screw penetration.

ICPL58 & ID4 – Installs with nails.

KNS1 & PL4 – Prongs allow for quick installation.

Materials: 16 gaugeFinish: ICPL516-TZ – G-185 galvanizing;

All other – GalvanizedOptions: ICPL58 is available in Triple Zinc.

To order, add TZ, to stock number, as in ICPL58-TZ.

Installation:• Use all specified fasteners. See Product Notes,page 16.• 16 gauge steel conforms to protection shield platerequirements of the National Electrical Code andInternational Plumbing Code.

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®Wall Bracing – RWB, S, WB, WBC, & WBT series

RWB pre-embossedsnap-off points

W1

L

W2

W1

L

RWB – Flat bracing conveniently packaged in a handy roll out dispenser. Perfect forunexpected job site shortages. The 35-pound dispenser pack fits easily into a truck bedfor transport. Pre-embossed snap-off points can be broken off by hand (wear gloves forsafety).

S360 & S361 – Heavier construction and unique design make these models the easiest and fastest to install in the industry. Pre-tapered ends wrap over the top plateand under the bottom plate. No saw kerfs or notching necessary.

S365, S366, & S367 – T-style bracing.

WB – A flat style bracing engineered to easily nail to studs. No cutting or fitting needed.

WBC – The L-shaped design for additional strength and rigidity.

WBT – Rolled edges and T-style design gives the WBT strength, rigidity, andeliminates sharp, sheared edges.

Materials: See chartFinish: G90 galvanizingCodes: NER 530 & NER 505, FL816, FL822,

L.A. City RR 25337 & RR 25303

Installation:• Use all specified fasteners. See Product Notes, page 16.• Bracing is a framing aid, not a substitute for structural shearwall components.• RWB & WB – Use with 16˝ or 24˝ o.c. studs. Install in pairs forming an “X” oropposing “V” at each end of a maximum 25-foot long wall panel.

Steps: Square the panel. Straighten any kinks in bracing caused by handling. Lay bracing on the panel flush to the top of top plate and flush to the bottom of the bottom plate. Secure bracing to the top plate and bottom plate using 16d nails (WB) or 8d nails (RWB). Position second bracing at an angle opposite to the first brace to form an “X” and secure to top and bottom plate as with the first bracing. Using 8d nails, secure bracing to all intersecting studs.

• WBC & WBT – Use with 16˝ o.c. studs. Install one brace at each end of wallsection, not exceeding 25 feet, in an opposing “V” pattern. Use a length of the bracingas a straight web to mark studs. Cut a saw kerf 5⁄8˝ deep (1˝ deep for WBC). Insert thebracing web into the saw kerf, and drive one nail into the top plate. Raise the wall section into place and plumb. Finish fastening according to the nail schedule.• S365, S366, & S367 – Use with 16˝ o.c. studs. Install one brace at each end of wallsection, not exceeding 25 feet, in an opposing “V” pattern. Use a length of the bracingto mark studs (the 9´ 3˝ length at 60° or the 11́ 33⁄4˝ length at 45°. Cut a single 1⁄2˝ deepsaw kerf into the studs and plates on the marked line. Insert bracing web into the sawkerf and nail the bracing to the studs with (2) 8d common nails in each intersecting studand plate.• S360 & S361 – Use with 16˝ o.c. studs. Install one brace at each end of a wall section,not exceeding 25 feet, in an opposing “V” pattern.

Steps: Square the panel. Straighten any kinks in bracing caused by handling. Lay the bracing on the panel with 3˝ overhanging both the top and bottom plate. Secure the bracing to each stud with an 8d nail. Wrap ends around the top and bottom plates and nail in place to each plate (3) 8d nails: (2) 8d nails into wide face end, (1) 8d nail into narrow face. Important: the ends must be wrapped around the top and bottom plates to pass code requirements.

Typical RWB, WBinstallation

WB

Typical WBC / WBTinstallation

WBC

W1

9/16˝

L

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Typical STS1installation

Typical SFPinstallation

30˝

24˝

SPF24ideal for 4fence posts

SPF30ideal for 6

fence posts

W1L

Ref. No. W1 W2 L Each Plate Each Stud

RWB96 WB106C 16 1-1/4˝ -- -- 9' 6˝ 15 8' 60° (4) 8d (1) 8d 374 RWB114 WB126C 16 1-1/4˝ -- -- 11' 4-3/8˝ 12 8' 45° (4) 8d (1) 8d 664

RWB143 WB143C 16 1-1/4˝ -- -- 14' 3˝ 10 10' 45° (4) 8d (1) 8d 664

WBC10 CWB106 18 7/8˝ 1˝ 9' 5-3/4˝ -- -- 8' 60° (2) 16d (1) 8d 268 WBC12 CWB126 18 7/8˝ 1˝ 11' 4-3/8˝ -- -- 8' 45° (2) 16d (1) 8d 380

WBT10 TWB10 22 1-3/8˝ -- -- 9' 3˝ -- -- 8' 60° (4) 8d (1) 8d 291

WBT12 TWB12 22 1-3/8˝ -- -- 11' 4˝ -- -- 8' 45° (4) 8d (1) 8d 511 WBT14 TWB14 22 1-3/8˝ -- -- 14' 2˝ -- -- 10' 45° (4) 8d (1) 8d 511

WB106 WB106 16 1-1/4˝ -- -- 9' 5-1/2˝ -- -- 8' 60° (3) 16d (1) 8d 454 WB126 WB126 16 1-1/4˝ -- -- 11' 4-1/4˝ -- -- 8' 45° (3) 16d (1) 8d 876

S365 -- -- 20 2˝ -- -- 9' 3˝ -- -- 8' 60° (2) 8d (2) 8d 438

S366 -- -- 20 2˝ -- -- 11' 3-3/4˝ -- -- 8' 45° (2) 8d (2) 8d 686 S367 -- -- 20 2˝ -- -- 14' 2˝ -- -- 10' 45° (2) 8d (2) 8d 708

S360 -- -- 16 2˝ -- -- 10' -- -- 8' 60° (3) 8d (2) 8d 235 S361 -- -- 16 2˝ -- -- 12' -- -- 8' 45° (3) 8d (2) 8d 675

1) These products substitute for code prescribed 1 x 4 let-in bracing. 2) Max Load is the maximum load vector applied at the top of the stud wall section, not to exceed 25' in length, resisted by the combination of wall brace straps installed. 3) The allowable loads are based on lumber with a specific gravity of 0.50, and a moisture content of 19% or less. 4) Minimum nail penetration shall be 1-5/16˝ for 8d nails and 1-5/8˝ for 16d nails.

InstallAngle

Fastener Schedule4Max Load2,3

(Lbs.)

USP

Stock No. 1Steel

Gauge

Dimensions PiecesPer Roll

WallHeight

W1

L

7/16˝

S365, S366, & S367

S360 & S361

Dimension

Ref. No. Description W

STS1 -- -- 16 Single Stud 1-9/16 (10) 10d x 1-1/2 STS2 -- -- 16 Double Stud 3-1/16 (12) 10d

STS3 -- -- 16 Triple Stud 4-9/16 (14) 10d

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) and 1-1/2˝ long. 2) Minimum nail penetration shall be 1-1/2˝ for 10d nails. 3) Maximum hole size = 2˝.

USPStock No.

SteelGauge

Fastener

Schedule1,2

Stud Shoes – STS series

Stud shoes reinforce joists, plates, studs, or rafters whichhave been drilled or notched during construction.


Installation:• Use all specified fasteners. See Product Notes, page 16.• STS units are not structurally rated and should notbeused as a total member replacement in structural applications.• For use with 2˝ O.D. pipe.

W

5˝

2 5/8˝

2 1/2˝

STS

Wall Bracing – RWB, S, WB, WBC, & WBT series continued

Fence Post Connectors – SFP & SMP series

Take the work out of fence post installation and repair with theSpeedpost, SFP series, and Speedmender, SMP series. TheSpeedpost is used to install fence posts without digging post holesor pouring concrete. The Speedmender plates act as reinforcementbrackets for rotted or damaged fence posts.

SFP – Available for nominally sized posts only. Use the SFP24 forfence posts up to 4´ tall. The SFP30 is for 6´ fence posts.

SMP – Available for nominally-sized posts (SMP) or rough/ fullsize lumber (SMPR).

Materials: 13 gaugeFinish: PaintPatent: #7,134,636

Installation:• Step-by-step installation instructions are labeled onto each product. SMP SFP

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®Fence Brackets – ERB24, FB, & FRB series

W

H

FB240-TZ

Typical FB240-TZinstallation

HW

FRB24-TZ

Typical ERB24-TZinstallation

WH

Typical FRB24-TZinstallation

ERB24-TZ

1 1/2˝ 1 3/16˝

2 3/8˝

1 9/16˝

FB23-TZ FB14-TZ &FB16-TZ

Ref. No. Pipe Rail

PRT2-TZ PGT2Z-R 16 (1) 1/4˝ carriage bolt (4) 1/4˝ lag bolt

1) WS15 wood screws can be substituted for specified lag bolts.

USPStock No.

SteelGauge

Fastener Schedule1

ERB24 – Designed to mount prefabricated fencesections and works with 2x4 horizontal section rails.

FRB24 – Secures continuous 2x4 rails to woodposts. Prepunched holes allow installers to splice2x4 rail ends within the bracket.

Materials: See chartFinish: G-185 galvanizing

Installation:• Use all specified fasteners. See Product Notes,page 16.

Pipe Rail Tie – PRT2

Use the PRT2-TZ to quickly connect 2˝ (2 3 ⁄ 8˝ outside diameter) vertical pipe posts to wood fence rails.


Installation:• Fasten with (1) 1⁄4˝ carriage bolt and nut (included) for tightening Pipe Rail Tie to pipe and (4) 1⁄4˝ lag bolts for attaching tie to rail.

2˝

PRT2-TZ

Typical PRT2-TZ installation

Rail Size Ref. No W H Rail Post

2 x 4 ERB24-TZ -- -- 20 1-1/2 3-9/16 (4) 8d (3) 8d 1 x 4 FB14-TZ -- -- 20 3/4 3-1/2 (3) 8d x 3/4 (2) 8d x 1-1/2

1 x 6 FB16-TZ -- -- 20 3/4 5-3/8 (5) 8d x 3/4 (3) 8d X 1-1/2 2 x 3 FB23-TZ -- -- 20 1-9/16 2-3/8 (3) 8d x 1-1/2 (4) 8d x 1-1/2

2 x 4 FB240-TZ FB24Z 20 1-9/16 3-3/8 (5) 6d (3) 8d

2 x 4 FRB24-TZ -- -- 20 1-9/16 3-9/16 (2) 10d x 1-1/2 (4) 10d

1) Minimum nail penetration shall be 1-1/8˝ for 6d nails, 1-5/16˝ for 8d nails, and 1-1/2˝ for 10d nails. 2) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 3) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long.

Fastener Schedule1,2,3USP

Stock No.Steel

Gauge

Dimensions

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Typical SDPT7-TZinstallation

Post Size Ref. No. Nails1,2 Bolts3100% 115% 125% 100% 115% 125%

2 x 4 SDPT5-TZ DPT5Z 14 (5) 10d x 1-1/2 (2) 3/8 -- -- -- -- -- -- -- -- -- -- -- --

4 x 4 SDPT7-TZ DPT7Z 14 (5) 10d x 1-1/2 (2) 3/8 -- -- -- -- -- -- -- -- -- -- -- -- 4 x 4 SDJT14-TZ DJT14Z 14 (8) 16d (2) 5/8 1120 1290 1400 1400 1400 1400

1) 10d x 1-1/2 nails are 9 gauge (0.148˝ diameter) by 1-1/2˝ long. 2) Nails require a minimum embedment length of 1-5/8˝ for 16d nails. 3) Bolts shall conform to ASTM A 307 or better.

Nails


BoltsUSPStock No.

Fastener Schedule

SteelGauge

DF-L / SP

SDPT – Connects 2 x 4 stair posts and 4 x 4 posts to deck rim joistor stair stringers.

SDJT14 – Secures 2x joists to posts.


Installation:• Use all specified fasteners. See Product Notes, page 16.• SDPT5-TZ & SDPT7-TZ – Install units in pairs on 2x4 (SDPT5-TZ)or 4x4 (SDPT7-TZ) post. Space the connectors 5˝ apart from centerto center on the post. Use through bolts to fasten connectors to rimjoist or stringer. Do not use lag bolts. Fasten to post with specified nails(see chart).• SDJT14-TZ – Use with 2x lumber for joists (minimum height is 2x4).Install with either specified nails or through bolts. Do not use lag bolts.To ease installation, attach to 4x4 post first.

3 1/2˝

1 1/2˝

3 1/2˝

1 1/2˝

1 1/2˝

3 1/2˝

2 3/4˝

3 1/8˝

3 1/8˝

SDJT14-TZ

Typical SDJT14-TZinstallation

SDPT5-TZ

SDPT7-TZ

Deck Clip – DC50

Connects deck boards to joists without face nails or screws. Eliminates rust stains ondecks, as well as splintering or wood rot caused by screw or nail “craters”. The DC50-TZworks like tongue-in-groove flooring and is easy to install. Raised dimples on the clip provide consistent spacing between deck boards.


Installation:• Use all specified fasteners. See Product Notes, page 16.• Fits 11/8˝ or thicker decking. • Fasten the first deck board onto the joists by toenailing up through the joist below intothe deck board. Be sure no sharp points protrude above the deck surface. For subsequentdeck 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 laiddeck board. Toenail the deck board’s exposed edge to the joist. Repeat until decking iscompleted. The last deck board will require toenailing up from below to secure the outsideedge.

Deck Post Ties – SDJT14 & SDPT series

Typical DC50-TZ

installation

DC50-TZ

Ref. No.

DC50-TZ DBT1Z 20 (1) 8d x 1-1/2

1) 8d x 1-1/2 nails are 11 gauge (0.131˝ diameter) by 1-1/2˝ long. 2) Use with 1-1/8˝ minimum thickness decking.

USPStock No.

SteelGauge

FastenerSchedule1,2

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Typical SCA9-TZinstallation

Typical CSH -TZinstallation

Concealed Stringer Hanger – CSH-TZ

Stair angles simplify stair construction. There is no need to calculate and notch stair stringers.Stronger and safer than wood blocking, and the angle and fasteners are hidden from view.

Materials: 12 gaugeFinish: G-185 galvanizing; SCA9-GC & SCA10-GC – Gold CoatCodes: ICBO 2039, L.A. City RR 23888

Installation:• Use all specified fasteners. See Product Notes, page 16.• Use the SCA9-TZ for single 2x10 stair treads. Use the SCA10-TZ for double 2 x 6 stair treads.• To calculate stair construction do the following:

1. Find the number of steps needed by taking the vertical drop from the deck surface to grade. Divide by 7. Round off to the nearest whole number. (Ex: Vertical drop of 39˝ divided by 7 equals 5.57˝ rounded off is 6˝)

2. Find the step rise by dividing the vertical drop by the number of steps (39˝ divided by 6 = 6.5˝)

3. Find the step run by measuring the depth of your treadboard (Ex: (2) 2x6s have a run of 111⁄4˝)

4. Find the stairway span by multiplying the run by the number oftreads minus one (Ex: 111⁄4˝ x 5 = 561⁄4˝)

• Using the above calculations, mark stair angle locations on each stringer. Attach a stair angleto 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.

L1 3/8˝

1 3/8˝

SCA9-TZ

Typical SCA10-TZinstallation

Allowable Download (Lbs.)1

DF-L / SP

Ref. No. L 100%

SCA9-TZ TA9Z (6) 1/4˝ Lag Bolts SCA9-GC -- -- (6) WS15-GC

SCA10-TZ TA10Z (8) 1/4˝ Lag Bolts SCA10-GC -- -- (8) WS15-GC

1) Loads assume rise over run of 7/11. 2) WS15-GC Wood Screws are 1/4˝ x 3˝ long. New products or updated product information are designated in red.

USPStock No.

SteelGauge

335

450

9

10

12

12

Fastener

Schedule2

Plastic Post Caps – PCP seriesThese seamless caps keep water off post tops, protecting wood from moisture damage. The PCP’splastic construction is corrosion-proof and paintable. Not available in rough or full lumber sizes.

Materials: Hi-impact plasticFinish: Gray

Installation:• Fasten cap to post top with (1) 8d HDG or 10d HDG nail.• See Product Notes, page 16.

Typical PCP44installation

Stair Angles – SCA series

The CSH-TZ concealed stringer hanger provides a method of connecting a stair stringer with ahidden hanger. The seat of the hanger is adjustable to match the slope of the stair stringer.


Patents: Pending

Installation:• Use all specified fasteners. See Product Notes, page 16.• Attach CSH to header with tab positioning towards and inside of the stringer member, adjust seatslope to stringer pitch, and fasten CSH to stringer member.

Ref. No. Header Joist 100% 115% 125% 133% 160% 100% 115% 125% 133% 160%

CSH-TZ -- -- 18 (8) 10d x 1-1/2 (4) 10d x 1-1/2 895 1030 1045 485 485 775 890 900 420 420

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

Allowable Loads (Lbs.)Fastener Schedule2

Uplift1USP

Stock No.Steel

Gauge

DF-L / SP S-P-F / Hem Fir

Uplift1

Dimension

Ref. No. W Color

4 x 4 PCP44 -- -- 3-5/8 Gray

6 x 6 PCP66 -- -- 5-5/8 Gray

1) Not available in rough or full lumber sizes.

Post/

Column Size1USP

Stock No.

PCP66

WW

CSH-TZ(right shown)

10˝

1 9/16˝1 9/16˝

GOLDCOAT

AVAILABLE IN

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Hoist Plates – T series

Typical CH installation

Wall Ties – WT22

WT – Straight edge design.


Installation:• Use all specified fasteners. See Product Notes, page 16.• The opposite end must be bonded in the mortar joint ofbrick facade.• Check local codes for spacing requirements.• Wall tie shall be bent at nail, bonding into mortar joint.

Ref. No. Description W L

WT22 BTB Straight Edge - Duplex 22 7/8 6-1/2 (1) 10d

1) Minimum nail penetration shall be 1-1/2˝ for 10d nails.

USPStock No.

SteelGauge

Dimensions FastenerSchedule1

CH5

Gazebo hub plates join rafters at gazebo roof peaks. The CH plate eliminates the need for complicated plumb cuts. Simply square cut 2x2,2x3, or 2x4 rafters and bolt.


Installation:• Use 5⁄16˝ carriage bolts to fasten CH plate to 2x rafters. See ProductNotes, page 16.• Hub plates can not be modified.

Ref. No. Description

CH5 -- -- 16 5 sided 4/12

USPStock No.

SteelGauge

RoofPitches

Typical WT22 installation

WT22

6 1/2˝

7/8˝

3˝

4 5/16˝10 15/16˝

9 1/2˝

30º

Typical T10/T11installation

Typical T15Xinstallation

Ref. No.

T10 -- -- 14 (10) 8d common 800

T11 -- -- 12 (10) 8d common 800 T15X -- -- 14 (10) 8d common 800


Max Load(Lbs.)

USPStock No.

SteelGauge

Minimum

Fastener Schedule1

3˝

1 1/2˝

6 15/16˝

5 1/2˝

Engineered with a reinforced collar around thehoist hole for added strength.

Materials: See chart

Installation:• Fill all nail holes that align with wood.

T15X T10/T11

Gazebo Hub Plates – CH series

Insulation Supports – IS series

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® S with spacer Typical PCinstallation

Provides 1/8˝ gap

Plywood Clips – PC & S series

1 1/2˝1 1/8˝

3/4˝

DC1

Simply pushinto place

Drywall clips or “stops” help support drywall or wood panelingand reduce wood blocking on top plates, end walls, and corners.


Installation:• Use 8d nails to install DC1, 16˝ on-center or less.

Ref. No. Fastener Schedule1

DC1 DS 20 (1) 8d

USPStock No.

SteelGauge


Typical ISinstallation

Dimensions

Ref. No. Joist Spacing Overall Length

IS16 IS16 13 16˝ O. C. 15-1/2˝

IS24 IS24 13 24˝ O. C. 23-1/2˝

USPStock No.

SteelGauge

Insulation supports secure batt-type insulation in place betweenjoists. Chisel-cut ends dig into joists for permanent holding. Easy toinstall in hard-to-reach crawl spaces.

Materials: 13 gauge carbon steel wireFinish: None

Installation:• Use IS16 for joist spaced 16˝ O.C. and IS24 for 24˝ O.C. spacing.• Position insulation batt in place between joists. Hold IS unit at the center and push into place.• Wear gloves and safety glasses during installation.

Ref. No. With PC Without PC

24 PC38 PSCL 3/8 20 24 20 3/8 1

24 PC716 PSCL 7/16 20 24 24 7/16 1

32 PC1532 PSCL 15/32 20 32 28 15/32 1

32 PC12 PSCL 1/2 20 32 28 1/2 1

40 PC1932 PSCL 19/32 20 40 32 19/32 240 PC58 PSCL 5/8 20 40 32 5/8 2

48 PC34 PSCL 3/4 20 48 36 3/4 2

1) Based on code specified allowable spans for panel sheathing continuous over two or more spans with plywood strength axis perpendicular to supports. 2) Applicable to roof sheathing. 3) Applies to panels 24˝ or wider. 4) Uniform load deflection limitations 1/180 of span under live load plus dead load or 1/240 under live load only.

PlywoodThickness (Inches)

PC'sPer Span

Maximum Span1Span

Rating1

USPStock No.

SteelGauge Ref. No.

*S54 -- -- 7/16

*S46 -- -- 15/32 *S56 -- -- 1/2

S57 -- -- 5/8

S58 -- -- 3/4

*With spacer

USPStock No.

PlywoodThickness (Inches)

PC

PC – Steel plywood clips. All models feature embossed dimples to provide 1/8˝ gap.

S – Extruded aluminum alloy. Spacer tabs provide the 1/8˝ gap recommended bythe American Plywood Association, needed to prevent panels from popping up assheathing expands.

Materials: PC – 20 gaugeS – Aluminum alloy

Finish: G90 galvanizing(PC series only)

Drywall Clip – DC1

Typical DC1installation

S without spacer

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Ref. No. W L

PRPL1 -- -- 20 1-11/16 4-15/16 PRPL2 -- -- 20 1-11/16 7-3/8

PRPL3 -- -- 20 3-3/8 4-15/16

PRPL4 -- -- 20 3-3/8 7-3/8 TPP14 MP14 22 13/16 3-1/2

TPP24 MP24 22 1-11/16 3-1/2

TPP36 MP36 22 2-3/4 5-1/4 TPP58 -- -- 22 4-3/16 7-13/16


SteelGauge

Mending Plates – NP & NPA series

Mending Plates – PRPL & TPP series

Typical Mending Plate installation

Typical KSCT68 installation

The Corner Tie secures three-way wood-to-woodconnections. Handy for building workbenches, utilitytables, or shelving using 2x4 lumber.


Installation:• Use (12) #10 panhead screws to fasten the KSCT68to wood framing.

6˝

2˝

8˝

KSCT68

Corner Tie – KSCT68

NP – Flat, nail-on plates.

NPA – Flanged, nail-on plates.


Installation:• Use nails appropriate for intended use. Holes are sizedfor 8d common or 8d x 11⁄2˝ nails.• The designer shall determine appropriate load values.

L

W 3/4˝

NPA

NP

Dimensions

Ref. No. W L

NP15 TP15 20 1-13/16 5 12 NP35 TP35 20 3-1/8 5 22

NP37 TP37 20 3-1/8 7 31

NP39 TP39 20 3-1/8 9 40 NP311 TP311 20 3-1/8 11 49

NP45 TP45 20 4-1/8 5 30 NP47 TP47 20 4-1/8 7 42

NP49 TP49 20 4-1/8 9 54

NP411 TP411 20 4-1/8 11 66 NP413 -- -- 20 4-1/8 13 78

NP57 TP57 20 5-3/4 7 59 NP415 -- -- 20 4-1/8 15 90

NPA37 TPA37 20 3-3/8 7 42 NPA39 TPA39 20 3-3/8 9 54

NPA311 -- -- 20 3-3/8 11 66

NPA57 TPA57 20 5 7 59 NPA59 -- -- 20 5 9 76

USPStock No.

SteelGauge

Number ofNail Holes

Typical Mending PlateinstallationTPP

PRPL

TPP – Prong plates with straight prongs.

PRPL – Prong plates with angled, hammer-in prongs.


Installation:• These products are not intended for structural use. No load ratingsare assigned. These plates are not intended for use in truss assembly.

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® Typical JNinstallation

Typical MTHFinstallation

Power Nail Hangers – JN, JN(E), MRT7, & MTHF series

Designed for assembly line installation, these hangers feature a generous flange area to accommodate power nailer maneuvering. Engineered for economical installationand maximum load values.

Materials: 18 or 20 gaugeFinish: G90 galvanizingCodes: NER 564, FL817


MTHF259252 1/2˝

211/16˝

1 1/8˝

9 1/8˝ H

WD

A

JN26EMRT7

1 9/16˝

5 1/4˝

Floor

Ref. No. W H D A Header Joist 100% 115% 125% 133% 160%

(3) "P" nails (3) "P" nails 175 205 220 235 285

(4) "P" nails (4) "P" nails 235 270 295 315 380

(5) "P" nails (5) "P" nails 295 340 370 395 470(6) "P" nails (6) "P" nails 355 405 445 470 565


(10) "P" nails (4) "P" nails 590 680 740 315 380



(10) "P" nails (4) "P" nails 590 680 740 315 340



(20) "P" nails (4) "P" nails 1180 1355 1430 315 340



(16) "P" nails (6) "P" nails 945 1085 1180 470 565

(24) "P" nails (6) "P" nails 1415 1630 1770 470 565

1) "P" nails denotes fasteners designed specifically to be installed with a pneumatic-powered nailer. The fasteners shall be either of a type with round heads, 0.105˝ diameter and 1-3/8˝ long; or a "T" shaped head, 0.097˝ diameter, 1-1/4˝ long and hardened; or a similar but larger fastener. 2) Fasteners shall be pneumatically driven in such a way as firmly seats the nail head against the hanger steel, without embedding the nail head completely through the plane of the metal surface, or otherwise punching through. 3) The quantity of nails installed shall be equally distributed to both sides of the hanger. The nails shall be located at 1˝ spacing in a row, with the vertical rows spaced at 3/8˝; also no less than 5/16˝ from a sheared edge and no less than 5/16˝ from a formed edge. 4) Uplift loads have been increased 33-1/3% and 60% for wind or seismic load conditions; no further increase shall be permitted.

USPStock No.

SteelGauge

Dimensions Fastener Schedule1,2,3

MaximumConnector

Load


Roof

JN26E

JN28E

20

20

2

2

MRT7 -- --

JN210E

JN26-2

JN28-2

MMLU26

MMLU28

MMLU210 20

-- -- 18

-- -- 18

1430

1430

1430

1-1/4

1-1/4

1770

1770

1-9/16

1-9/16

1-9/16

3-1/16

3-1/16

6-15/16

5-1/4 1-1/4

1-5/8

1-5/8

8-1/4

5-3/8

7-1/8

1-5/8

1-5/8

2

18 -- -- -- -- 5651-9/16 5-1/4

1-1/8 1475

MTHF25925 MMLUI39 20

MMLUI311 20 MTHF25112

DF-L / SP

Uplift4

2-1/2

2-1/2 11-1/8

9-1/8 2-1/2 1-1/8 1475

2-1/2

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®Specialty Options & General Notes

USPSeries Width S

kew

ed (M

axim

um)

Slo

ped

Seat

(Max

imum

)

Slo

ped

/ Ske

wed

Slo

ped

Top

Flan

ge (M

axim

um)

Top

Fla

nge

Offs

et

Sad

dle

Han

ger

Rid

ge H

ange

r (M

axim

um)

Inv

erte

d Fl

ange

Upl

ift

Wel

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Ser

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alog

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e R

efer

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BPH all 50º 45º • 45º • •126,

130-146

GHF all 50º 45º ••

width > 4-1/2˝• 149

1-3/4˝ or less 67-1/2º

> 1-3/4˝ 50º

1-3/4˝ or less 67-1/2º

> 1-3/4˝ 50º

HHDO all 50º 45º ••

width > 4-1/2˝• 101, 103-105

HJC all 30º 60º 182

HLBH all 50º 45º • 45º • • 45º • •127,

130-146

HUS all•

width > 2-1/4˝•

92, 94-99, 122-123

HWUH all 45º 45º • • • • 112-112

KB all • • 101, 103-105

KEG all 45º 45º • • 150 KGB all • • 151

KGH all 45º • 39 KGLS all 50º 45º • 30º • • • • 155

KGLST all • • • 155

KGLT all 50º 45º • 45º • • • • 152 KHB all • • 101, 103-105

KHGB all • • 151 KHGLS all 50º 45º 30º • • • • 155

KHGLST all • • • 155

KHGLT all 50º 45º • 45º • • • • 152

KHHB all • •101, 103-105,

151

KHW all 84º 45º • 35º • • 45º • 102-105 KLB all • 101, 103

KLEG all 45º 45º • • 150

KMEG all 45º 45º • • 150

LBH all 50º 45º • 45º • • 45º • •127,

130-146

LSSH all 45º 45º • • 148

MPH1

all 60º 45º • •113-114,128-146

NFM all 45º • 115

PH1 all 84º 45º • 35º • • 45º • 128-146

PHI1 all 84º 45º • 35º • • 45º • 128-146

PHM1 all 84º 45º • 35º • • 45º • 128-146

PHX1 all 84º 45º • 35º • • 45º • 128-146

PHXU1 all 60º 45º • 35º • • • • 128-146

SKH all 45º • 107-108

SKHH all 45º • 107-1081-3/4˝ or less 67-1/2º

> 1-3/4˝ 50º

SW1 all 84º 45º • 35º • • 45º • 102-105

SWH1 all 84º 45º • 35º • • 45º • 102-105

THDH all 45º 45º • • 122-125, 173

1-3/4˝ or less 67-1/2º> 1-3/4˝ 50º

1) Skews greater than 45° will have square (butt) cut joist with back plate. Refer to Typical PH hanger skewed, left shown, Type B illustration on page 208.

121,123-125

92-99, 121,123-125

101,103-105

91, 94-99

122-125, 172 THD all

THF

45º 45º •

45º •

•

•width > 2-1/4˝

•one flangewidth > 3˝

•

•

•

45º

45º

SUH 45º

HD1

HDO

••

width > 2-1/4˝ •

••

width > 3-1/8˝•

The information listed only applies tohangers manufactured by USPStructural Connectors® and installedaccording to the instructions listed inthis catalog. Some of the options listed may not have been evaluatedon a single hanger. The designermust always evaluate each connection, including the joist andheader capacities, before specifyinga specialty connector. USP slopedhangers are manufactured with theplumb cut of the joist already calculated. If a hanger with a different height is needed, it must bespecified at the time of ordering.

Materials: Steel gauge may varyfrom that specified depending on thespecialty option and manufacturingprocess used. Some formed hangersmay be welded when modifying thehanger. Hanger configurations, fastener schedules, and height mayvary from the tables depending onthe joist size, skew, and slope.

Finish: See specific hanger optiontables. Welded hangers are paintedwith USP gray primer. Non-cataloghangers available in Hot-dip galvanized, use HDG after productnumber.

Allowable Loads: For multipleoptions for the same connector, usethe most conservative reduction togive the lowest design load.

Installation:• Fill all nail holes with fastenersspecified in the tables.• Fastener quantities may increasefrom the amount listed in the tablesdepending on hanger option.• NA16D-RS, NA20D, and NA25Dnails are supplied with hangers.• For type A skewed hangers, the endof joist must be bevel cut; for type Bskewed hangers, the end of joistmust be butt-cut.

Codes: Modified hangers are notcode evaluated due to their numerous variations.

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Slope angle

Skew angle

Typical HD hangersloped seat,down shown

Typical HD hangersloped down,

skewed left shown

Plumbheight

Specifyangle

Joistheight

Specify angle

Typical SUH formedhanger skewed,

right shownType B

Typical HD hangerinverted flange

Typical GHF hangerone flange inverted,

left shown

H

2 1/8˝

Specify angle

Typical SUH hangerskewed, right shown

Type A(bevel cut required)

Face Mount Hanger Specialty Details

See the Specialty Options Chart for each hanger series for load reductions and hanger maximum range of skew, slope, etc.

Skewed Hanger:• Consider SKH or SKHH hangers for 45° skews.• Joist nails may be located on obtuse side to ensure proper

nailing.• Specify skew angle, type (A or B), and direction when

ordering.

Sloped Seat Hanger:• Consider LSSH series for sloped applications.• Additional nail holes may be added to joist flanges.• Specify slope angle and direction when ordering.

Sloped/Skewed Hanger:• See nailing notes for both skewed and sloped hangers.• Specify skew and slope angles as well as skew/slope

directions and skew type (A or B) when ordering.

Inverted Flange Hanger:• For skewed-only hangers, the flange on the cut side can be

inverted at 100% of the table load. Consult USP for skew limitations.

• When nailing into the carrying member’s end grain, the allowable load is 0.65 of the table load.

• Hangers with one flange inverted achieve 100% of listed table load.

• Specify right or left flange when inverting only one flange.

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Slopeangle

Specifyangle

Joist skewright shown

Specify angle

Specify angle

Open Top Flange Hanger Specialty Details

Skew angle

Slope angle

Specify angle

high side flush

low side flushcenter flush

Typical BPH hangerskewed right,

sloped down, topflange sloped

Specify angle

Typical BPH hangerskewed, left shown


Specify angle

Typical PH hangerskewed, left shown

Type B

Typical PH hangerskewed, left shown


Plumbheight

Specifyangle

Joistheight

Typical BPH hangersloped seat,down shown

Typical BPH hangersloped down,

skewed right, lowside flush shown

Typical LBH hangersloped top flange

right shown

Typical BPH hangerskewed, right shown

Type B

See Specialty Options Chart for each hanger series for load reductions and hanger maximum range of skew, slope, etc.

Skewed Hanger:• Joist nails may be located on obtuse side to ensure proper

nailing.• Specify skew angle, type (A or B), and direction when ordering.

Sloped Seat Hanger:• Additional nail holes may be added to joist flanges.• Specify slope angle, direction, and joist height when ordering.


directions, and skew type (A or B) when ordering.• Specify if hanger is to be high side flush, low side flush, or

center flush.

See Specialty Options Chart for each hanger series for loadreductions and hanger maximum range of skew, slope, etc.

Skewed Hanger:• Joist nails may be located on obtuse side to ensure

proper nailing.• Specify skew angle, type (A or B), and direction

when ordering.

Sloped Seat Hanger:• Additional nail holes may be added to joist flanges.• Specify slope angle, direction, and joist height when

ordering.


directions, and skew type (A or B) when ordering.• Similar to face mount skewed/sloped hanger, refer to

illustration on page 207: Typical HD hanger sloped down, skewed left shown.

• Specify if hanger is to be high side flush, low side flush, or center flush.

Sloped/Skewed/Sloped Top Flange Hanger:• See nailing notes for both skewed and sloped hangers.• Specify skew, slope, and top flange slope angles as

well as skew/slope and top flange slope directions when ordering.

• Skewed/sloped/top flange sloped hangers can be made galvanized or painted.


Solid Top Flange Hanger Specialty Details

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®Solid Top Flange Hanger Specialty Details continued

Skew angle

Slope angle

Plumbheight

Specifyangle

Joist Height

Specifyangle

W2SA

H2

W1

H1

Specify angle

Slope angle

Joist skewright shown

Typical LBH hangersloped seat, down

shown

Typical LBH hangersloped down, skewed

right, low sideflush shown

Typical LBH hangerridge, top

flange slope

Typical PH hangersaddle option

Typical LBH hangerskewed right, sloped

down, top flange sloped

Typical LBH hanger topflange offset,right shown

Specify angle

high side flush

low side flushcenter flush

Typical LBH hangersloped top flange,

right shown

Sloped Top Flange Hanger:• Additional nail holes may be added to top angle.• Specify top flange slope and direction when ordering.• Specify if hanger is to be high side flush, low side

flush, or center flush.

Ridge Hanger:• Specify flush top of beam at center, right side, or

left side.• Specify angle of slope when ordering.

Top Flange Offset Hanger:• Specify offset, left (L) or right (R), when ordering.

Saddle Hanger:• Specify saddle width, “SA” when ordering. Allow

clearance for saddled member.

Welded Top Flange

Typical Top Flangewelded installation

Continuous weld alongback of top flange

Typical Top Anglewelded installation

Typicalsee chart

PH, PHI, SW 3˝

BPH, PHM, SWH 4˝ KLB, KHW, PHX, PHXU 6˝

HLBH, KHGLT 10˝

Weld shall be distributed evenly.

KB, KHB, LBH, KGB, KHGB, KHHB, KGLS, KGLST, KGLT, KHGLS, KHGLST

8˝

USPWelded Hanger Series

WeldLength

10 gauge or lighter 1/8˝

7 gauge 3/16˝

3 gauge 1/4˝

Top AngleSteel Gauge

WeldSize

• Weld sizes and lengths shown on chart.• Weld-on applications produce maximum allowableload listed. Uplift loads do not apply to this application.

Top Angle Weld Length chart

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USPStock No.

TripleZinc(TZ)

Hot-DipGalvanized

(HDG)

StainlessSteel(SS)

GoldCoat(GC)

USPStock No.

TripleZinc(TZ)

Hot-DipGalvanized

(HDG)

StainlessSteel(SS)

GoldCoat(GC)

USPStock No.

TripleZinc(TZ)

Hot-DipGalvanized

(HDG)

StainlessSteel(SS)

GoldCoat(GC)

USPStock No.

TripleZinc(TZ)

Hot-DipGalvanized

(HDG)

StainlessSteel(SS)

GoldCoat(GC)

AB1212-HDG X RSPT4 X PBES44 X A3 X AB1218-HDG X RSPT6 X PBES66 X AC5 X

AB126-HDG X RSPT6-2 X PBS44 X AC7 X X AB128-HDG X SPT4 X PBS66 X AC9 X X

AB5817-HDG X SPT6 X PCM44 X JA1 X

BP1 X SPT22 X PCM4416 X MP3 X BP12 X SPT24 X PCM46 X MP34 X X

BP34 X SPTH4 X PCM4616 X MP4F X BP58 X SPTH6 X PCM66 X MP5 X

BP582 X PCM6616 X MP7 X X

BP583 X CBS44 X MP9 X X BP78 X CBS66 X HUS26 X MPA1 X X X

HBPS12 X CBSQ44-TZ X HUS28 X MPA1F X HBPS34 X CBSQ46-TZ X HUS28-2IF X

LBP12-TZ X CBSQ66-TZ X HUS210 X KRPS18 X

LBP34-TZ X D44 X HUS210-2IF X KRPS22 X LBP58-TZ X D46 X JUS24 X X X L6 X X

LBPS12-TZ X D66 X JUS26 X X X LSTA24 X LBPS58-TZ X EBG44 X JUS26-2 X X X MSTA9 X

N8-GC X EPB4408 X JUS28 X X MSTA12 X X

N8C-GC X KCB44 X JUS28-2 X MSTA15 X X N10-GC X KCB46 X JUS28-3 X MSTA18 X X

N10C-GC X KCB48 X JUS210 X X X MSTA21 X N16C-GC X KCB66 X JUS210-2 X X X MSTA24 X

NA11 X X KCB68 X JUS210-3 X MSTA30 X

NA16D X KCB88 X JUS44 X MSTA36 X NA20D X KCB1010 X JUS46 X PS218-HDG X

NA21 X KCB1212 X JUS48 X PS418-HDG X NA25 X PA44 X JUS410 X PS720-HDG X

NA250 X PA44E X X JUS414 X RS150 X

NA9D X PA46 X LSSH15-TZ X RT24F X STB16 X PA46E X X LSSH210 X T6 X X

STB20 X PA66 X LSSH31 X STB24 X PA66E X X SKH26R/L X X LTW12 X X

STB28 X PAU44 X SKH28R/L X LTW18 X X

STB34 X PAU46 X SKH210R/L X X LTW20 X STB36 X PAU66 X TMU26 X MTW12 X

STBL16 X PAU88 X MTW16 X STBL20 X WAS44 X HHCP2 X MTW20 X

STBL24 X WAS46 X LFTA6 X MTW30 X STBL28 X WAS66 X RT3A X RT16T X

STBL34 X WE44 X RT4 X X RT24T X

WS15-GC X WE46 X RT5 X X WE66 X RT7 X X ANJ44S X

FA3 X RT7A X X DC50-TZ X HPA35 X C44 X RT10 X X CSH-TZ X

PA18 X C46 X RT15 X X ERB24-TZ X

PA23 X C66 X RT16 X X FB14-TZ X PA28 X EPCM4416 X RT16-2 X FB16-TZ X

PA35 X EPCM4616 X RT20 X FB23-TZ X ST1-TZ X KCC44 X FB240-TZ X

ST2-TZ X KCC46 X HJH28L/R X FRB24-TZ X

TA51 X KCC64 X MSH418 X ICPL58 X TA71 X KCC66 X MSH422 X ICPL516-TZ X

TDL5 X KECC44 X THD26 X PRT2-TZ X TDL10 X KECC46 X THD26-2 X SCA9-TZ X X

TDX2 X X KECC64 X THD210-2 X SCA10-TZ X X

TDX6 X KECC66 X SDJT14-TZ X TDX8 X PB44-6 X X SDPT5-TZ X

PB66-6 X X SDPT7-TZ X HTA20 X PBC44-TZ X

HTA24 X PBC66-TZ X

TA20 X TA24 X

Truss Hangers

Embedded Truss Anchors

Fasteners / Anchors Stud Plate Ties

Column / Post Bases

Column / Post CapsHoldowns / Foundation Anchors

Miscellaneous

Twist Straps

Column / Post Caps Framing Plates & Angles

Straps

Joist Hangers

Hurricane / Seismic Anchors

Corrosion Resistant Products

USP2000-071


Specification Tools

• Contains all USP literature in a printable .pdf format.• CAD Menu Program and Drawing Library downloads.• Quick and Easy literature ordering.• Register on-line at Web Site Watch Registrationand automatically receive product updates through your e-mail.

• Install a new USP Drop Down Menu in yourAutoCAD menu bar (AutoCAD r14, AutoCAD 2000,

2000i, 2002, 2004, 2005).• Import scalable USP product drawings directly into

your details or section drawings.• Available in 3-view format; top, front, and

side where applicable.

• CAD Library contains over 350 illustrationsin .DXF and .DWG formats.• Find drawings quickly by USP Stock No.or Reference No.• High Wind Illustrations are also available.

Concrete ConnectorsCatalog

Structural Insulated Panels(SIP) Manual

High Wind Design Guides

EWP Product Guidesby Manufacturer

Comprehensive Web Site

Specialty Catalogs

CAD Menu Program

CAD Library

USP will build and provide you a Dual Specification Table. Supply USP’s Technical Support Staff with a list of connectors commonly used in your drawings. Pre-made tables are available on USP’s Web Site.

Five different types of Dual Specification Tables are available to add to your plans:

NAME Table: Lists comparable product numbers.FASTENER Table: Lists comparable product numbers with fastener schedules.FULL Table: Lists comparable product numbers, fastener schedules, 100% floor load, 133% & 160% representing Uplift durations, F1 133% & 160% lateral durations, and F2 133% & 160% lateral durations where applicable.133% Table: Lists comparable product numbers, fastener schedules, 133% representing Uplift, and 133% F1 or F2 lateral loaddurations where applicable.160% Table: Lists comparable product numbers, fastener schedules, 160% representing Uplift, and 160% F1 or F2 lateral loaddurations where applicable.

Technical Support Staff:

1-800-328-59347:00 a.m. – 7:00 p.m. CST

Dual Specification Tables

Anchor to ConnectorGuide

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Dual Spec FULL Table

[email protected]

Customer Service/Technical Assistance:

Phone: 1-800-328-5934

Fax: 1-507-364-8762

CORPORATE OFFICE14305 Southcross Drive - Suite 200

Burnsville, Minnesota 55306

Phone: 1-800-328-5934

Fax: 1-952-898-8683

MANUFACTURINGMontgomery, Minnesota

Livermore, California

Largo, Florida

Rancho Cucamonga, California

North Wilkesboro, North Carolina

Thornhill, Ontario

WAREHOUSESHouston, Texas

Lumberton, New Jersey

©2007 United Steel Products Company

USP 2000-071

USP MANUFACTURING& WAREHOUSE FACILITIES

54thUSP Structural Connectors

Documents

Transcript of 54thUSP Structural Connectors