Catalog

LVL Framing Connectors

RIGIDLAM® LVL

FACE MOUNT LVL HANGERS Single Ply- - / ” wide

Double Ply- - / ” wide

Triple Ply- - / ” wide

Quadruple-Ply ” wide

Depth LVL Framing Connectors LVL Framing Connectors Hanger Down Load Depth Hanger - / ” HU , - / ” HUS . / ,

Down Load Depth

Hanger

Down Load Depth

Hanger

Down Load

RIGIDLAM® LVL

HHUS , HGUS , HHUS , HGUS , HHUS , HGUS , HHUS , HGUS , HHUS , HGUS , HHUS , HGUS , HHUS , HGUS , , HGUS , , , , , HHUS , HGUS , HHUS , HGUS , HHUS , HGUS , HHUS , HGUS ,

HHUS . / , HGUS . / , HHUS . / , HGUS . / , HHUS . / , HGUS . / , HHUS . / , HGUS . / , HHUS . / , HGUS . / , HGUS . / , Hanger . , HGUS . / , H . , , S . / , HGUS . / , H . , , S . / , HHUS . / , HGUS . / , HHUS . / , HGUS . / , HGUS . / , HGU . -SDS HGU . -SDS

HHUS . / , HGUS . / , HHUS . / , HGUS . / , HHUS . / , HGUS . / , HHUS . / , HGUS . / , HGUS . / , Hanger H . , , S . / , HGUS . / , H . , GUS . / , HHGU . -SDS , HGUS . / , H . , GUS . / , HHUS . / , HGUS . / , HGUS . / , HHGU . -SDS , HGU . -SDS

- / ”

- / ”

HU

,

- / ”

- / ”

- / ”

- / ”

HUS . / ,

- / ” FACE MOUNT LVL HANGERS Single Ply- - / ” wide HU , HUS . / , HU ,

- / ”

- / ”

- / ”

Double Ply- - / ” wide

Triple Ply- - / ” wide

Quadruple-Ply ” wide

- / ” Depth

- / ”

- / ”

- / ”

HUS . / , Hanger

Down Load Depth Hanger

Down Load Depth

Down Load Depth

Down Load

HU H

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HUS . / , HUS . / ,

HU

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HUS . / , HUS . / ,

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HU

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HUS . / ,

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,

HGU AND HHGU Hangers specify height

- / ”

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HUS . / ,

HU

,

HUS . / ,

HGU . -SDS

,

HU

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HGUS . / ,

HUS . / ,

HGU . -SDS

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HHGU . -SDS

,

- -

- -

HGUS . / ,

HGUS . / ,

HGU . -SDS

,

HHGU . -SDS

,

HGU AND HHGU Hangers specify height

HGUS

HHGU

HGLTV

HU

HU

HGUS

HHGU

HGLTV

HU

GLTV

HGUS

HHGU

BA

EGQ

MIT

WPP

BA

HB

EGQ

MIT

WP

TOP FLANGE LVL HANGERS Single Ply- - / ” wide

Double Ply- - / ” wide

Triple Ply- - / ” wide

Quadruple Ply- ” wide

Depth

Hanger

Down Load Depth

Hanger

Down Load Depth

Hanger

Down Load Depth

Hanger

Down Load

WP . X(H= . )

, , , , ,

BA . / . , HB . / . , BA . / . , HB . / . , BA . / . , HB . / . , BA . / . , HB . / . , WP Hanger BA . / . , H . / . , BA . / . , HB . . , BA . / . , HGLTV . , BA . / , HGLTV . , BA . / , HGLTV . , HB . / , HB . / . , BA . / . , HB . / . , HGLTV . , BA . / , HGLTV . , BA . / , HGLTV . , HB . / ,

HGLTV . , HB . / . , HGLTV . , HB . / . , HGLTV . , HB . / . , HGLTV . , HB . / . , HB . / , EGQ . -SDS , HB . / , EGQ . -SDS , HGLTV . , EGQ . -SDS , Hanger GLTV . , HB . / . , GLTV . , HB / . , . , HB . / . , HGLTV . , HB . / . , HB . / ,

HGLTV . , HB . / . , HGLTV . , HB . / . , HGLTV . , HB . / . , HB . / . , EGQ . -SDS , HGLTV . , EGQ . -SDS , HGLTV . , EGQ . -SDS , HGLTV . , EGQ . -SDS , Hanger . , HB . / . , . , HB / . , . , HB . / . , HB . / . , EGQ . -SDS , HGLTV . , EGQ . -SDS , HGLTV . , EGQ . -SDS , HGLTV . , EGQ . -SDS , EGQ

- / ”

- / ”

- / ”

- / ” HB

BA

MIT

BA . / .

MIT .

- / ”

- / ”

- / ”

- / ”

BA . / .

- / ” TOP FLANGE LVL HANGERS Single Ply- - / ” wide WP . X(H= . ) BA . / . , ,

- / ”

- / ”

- / ”

Double Ply- - / ” wide

Triple Ply- - / ” wide

Quadruple Ply- ” wide

MIT . Hanger

- / ” Depth

- / ”

- / ”

- / ”

Down Load Depth

Down Load Depth

Down Load Depth

Down Load

BA . / . ,

MIT . / BA . / MIT . / WP . X(H= . ) BA . / . MIT . BA . X(H= ) BA . X(H= ) HB . X(H= ) BA . / . WP . X(H= . )

, , , , , , , , , , , ,

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BA . / . ,

EGQ Hanger specify height - / ” MIT .

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BA . / . ,

MIT . / BA . /

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General Notes ”

EGQ . -SDS ,

174 . Loads shown are gravity (floor) loads ( %D.O.L.). Other load durations may apply. Refer to the current version of Wood Construction Connectors for allowable increases. . Loads listed are the lowest hanger/header limitations assuming header material is Douglas-fir-Larch, Southern Pine, or LVLmanufactured in the United States. Top Flange LVL Hanger loads assume header material is LVL. Joist reaction should be checked by a qualified designer to ensure proper hanger selection. . Refer to current Simpson Strong-Tie Wood Construction Connectors catalog to verify allowable loads and fastener size and quantity. . Loads shown are gravity (floor) loads ( %D.O.L.). Other load durations may apply. Refer to the current version of Wood Construction Connectors for allowable increases. ” MIT . / , ” BA . X(H= ) , ” BA . X(H= ) , ” HB . X(H= ) , EGQ Hanger specify height Gen ral Not s . Loads listed are the lowest hanger/header limitations assuming header material is Douglas-fir-Larch, Southern Pine, or LVL ma ufactured in the United States. Top Flange LVL Hang r loads assume header material is LVL. Joist reaction should be checked by a qualified designer to ensure proper hanger selection. . Refer to current Simpson Strong-Tie Wood Construction Connectors catalog to verify allowable loads and fastener size and quantity.

. Top Flange Hanger configurations and thickness of top flange needs to be considered for flush frame conditions. . All loads shown are based on d common nails into the header and all nail holes filled (Exceptions: IUS and ITS use d common nails and some hangers use SDS screws which are supplied with the hanger). ” HB . / , ” EGQ . -SDS , ” HGLTV . , ” EGQ . -SDS ,

All hangers listed aremanufactured by Simpson Strong-Tie® Co., Inc. For additional information, refer to the current Simpson Strong-Tie literature, www.strongtie.comor contact Simpson Strong-Tie at - - . . Top Flange Hanger configurations and thickness of top flange needs to be considered for flush frame conditions.

. All loads shown are based on d common nails into the header and all nail holes filled (Exceptions: IUS and ITS use d common nails and some hangers use SDS screws which are supplied with the hanger).

Roseburg Framing System®

www.roseburg.com

March 2022

All hangers listed aremanufactured by Simpson Strong-Tie® Co., Inc. For additional information, refer to the current Simpson Strong-Tie literature, www.strongtie.comor contact

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