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RigidLam LVL Bearing Details

RigidLam LVL Bearing Details Please refer to the RigidLam LVL Bearing Length Requirements document on the Roseburg website (www.roseburg.com). RigidLam LVL Bearing Details Please refer to the RigidLam LVL Bearing Length Requirements document on the Roseburg website (www.roseburg.com). RigidLam LVL Bearing Details Please refer to the RigidLam LVL Bearing Length Requirements document on the Roseburg website (www.roseburg.com). RigidLam LVL Bearing Details Please refer to the RigidLam LVL Bearing Length Requirements document on the Roseburg website (www.roseburg.com). RigidLam LVL Bearing Details Please refer to the RigidLam LVL Bearing Length Requirements document on the Roseburg website (www.roseburg.com). RigidLam LVL Bearing Details Please refer to the RigidLam LVL Bearing Length Requirements document on the Roseburg website (www.roseburg.com). Please refer to the RigidLam LVL Bearing Length Requirements document on the Roseburg website (www.roseburg.com) Beam-to-Beam Connection Make sure hanger capacity is appropriate for each application. Hangers must be properly installed to accommodate full capacity. Bearing on Wood Column Verify the required bearing length and the ability of the supporting column member to provide adequate strength. Bearing on Steel Column Verify the required bearing length and the ability of the supporting column member to provide adequate strength.

Beam-to-Beam Connection Make sure hanger capacity is appropriate for each application.

Bearing on Wood Column Verify the required bearing length and the ability of the supporting

Bearing on Steel Column Verify the required bearing length and the ability of the supporting column member to provide adequate strength.

Hangers must be properly installed to accommodate full capacity. Beam-to-Beam Connection Make sure hanger capacity is appropriate for each application. Hangers must be properly installed to accommodate full capacity.

Bearing on Wood Column Verify the required bearing length and the ability of the supporting

Bearing on Steel Column Verify the required bearing length and the ability of the supporting column member to provide adequate strength.

Beam-to-Beam Connection Make sure hanger capacity is appropriate for each application.

Beam-to-Beam Connection Make sure hanger capacity is appropriate for each application. Beam-to-Beam Connection Make sure hanger capacity is appropriate for each application. Hangers must be properly installed to accommodate full capacity. Hangers must be properly installed to accommodate full capacity.

Bearing on Wood Column Verify the required bearing length and the ability of the supporting

Bearing on Wood Column Verify the required bearing length and the ability of the supporting Bearing on Wood Column Verify the required bearing length and the ability of the supporting

Bearing on Steel Column Verify the required bearing length and the ability of the supporting column member to provide adequate strength.

Bearing on Steel Column Verify the required bearing length and the ability of the supporting column member to provide adequate strength. Bearing on Steel Column Verify the required bearing length and the ability of the supporting column member to provide adequate strength.

Beam-to-Beam Connection Make sure hanger capacity is appropriate for each application.

Bearing on Wood Column Verify the required bearing length and the ability of the supporting

Bearing on Steel Column Verify the required bearing length and the ability of the supporting column member to provide adequate strength.

column member to provide adequate strength.

Hangers must be properly installed to accommodate full capacity.

column member to provide adequate strength.

RIGIDLAM® LVL Hangers must be properly installed to accommodate full capacity. RIGIDLAM® LVL

column member to provide adequate strength.

RIGIDLAM® LVL

Pocket Construction

Bearing on Exterior Wall Check for proper beam bearing length based on plate material.

Bearing for Door or Window Header

Pocket Construction

Bearing on Exterior Wall Check for proper beam bearing length based on plate material.

Bearing for Door or Window Header

Pocket Construction

Bearing on Exterior Wall Check for proper beam bearing length based on plate material.

Bearing for Door or Window Header

Bearing for Door or Window Header Bearing for Door or Window Header

Pocket Construction

Bearing on Exterior Wall Check for proper beam bearing length based on plate material.

Bearing for Door or Window Header

space on top, sides and end of RigidLam LVL beams.

See "Bearing Length Requirements" document online at www.roseburg.com to determine the number of jack studs required to support header.

See "Bearing Length Requirements" document online at www.roseburg.com to determine the number of jack studs required to support header. See "Bearing Length Requirements" document online at www.roseburg.com to determine the number of jack studs required to support header.

See "Bearing Length Requirements" document online at www.roseburg.com to determine the number of jack studs required to support header.

Provide moisture barrier between RigidLam LVL beams and concrete. Provide moisture barrier between RigidLam LVL beams and concrete. Provide moisture barrier between RigidLam LVL beams and concrete.

Provide moisture barrier between RigidLam LVL beams and concrete. Provide moisture barrier between RigidLam LVL beams and concrete.

Provide moisture barrier between RigidLam LVL beams and concrete.

Bearing on Exterior Wall Check for proper beam bearing length based on the plate material. connect the plies together with appropriate wood screws . .c. connect the plies together with appropriate wood screws . .c. Equal spaces +/- Equal spaces +/- Equal spaces +/- connect the plies together with appropriate wood screws . .c.

Bearing for Door or Window Header See “Bearing Length Requirements” document online at www.roseburg.com to determine the number of jack studs required to support header. . .c. . . .c. members, nail plies together . .c. . members, nail plies together members, nail plies together .c. . members, nail plies together members, nail plies together . .c. . members, nail plies together members, nail plies together .c. . members, nail plies together . .c. .

Fastening Recommendations For Multiple Ply Members Fastening Recommendations For Multiple Ply Members Fastening Recommendations For Multiple Ply Members Fastening Recommendations For Multiple Ply Members Fastening Recommendations For Multiple Ply Members Fastening Recommendations For Multiple Ply Members

Pocket Construction Provide 1/2” air space on top, sides, and end of RigidLam LVL beams. Provide moisture barrier between RigidLam LVL beams and concrete. Equal spaces +/- Equal spaces +/- Equal spaces +/- Equal spaces +/- Equal spaces +/-

members, nail plies together

connect the plies together with appropriate wood screws . .c. connect the plies together with appropriate wood screws . .c.

Equal spaces +/-

connect the plies together with appropriate wood screws . .c.

Equal spaces +/-

o.c.

. If the fastener

o.c.

. If the fastener

o.c.

. If the fastener

members, nail plies together

o.c.

. If the fastener

members, nail plies together

. may be applied from one side of the beam; otherwise, the fasteners must be applied from both sides and staggered. . may be applied from one side of the beam; otherwise, the fasteners must be applied from both sides and staggered. . . . may be applied from one side of the beam; otherwise, the fasteners must be applied from both sides and staggered.

.c.

may be applied from one side of the beam; otherwise, the fasteners must be applied from both sides and staggered. may be applied from one side of the beam; otherwise, the fasteners must be applied from both sides and staggered.

.c.

may be applied from one side of the beam; otherwise, the fasteners must be applied from both sides and staggered.

.c.

• Use appropriate software (e.g. Simpson Strong-Tie® Component Solutions™) or beam/header Quick Reference Tables or PLF load tables to size the beam. • The table values apply to common (A307) bolts. Bolt holes must be centered at least 2 inches from the top and bottom edges of the beam. Both holes must be the same diameter as the bolts. Washers must be used under the bolt heads and nuts. Offset or stagger rolls of boat holes by one-half of the bolt spacing. • The specified nailing applies to both sides of a three-piece beam. • 7 inch wide beams may not be loaded from one side only. They must be loaded from both sides and or top loaded. • The side loaded value tables for nails may be doubled for 6" o.c. spacing and tripled for 4” o.c. spacing. • Duration of load factors (e.g. 115%, 125% etc.) may be applied to the table values. Bolted LVL LVL LVL LVL LVL Bolted LVL LVL LVL LVL LVL Bolted LVL LVL LVL LVL LVL LVL Bolted LVL LVL LVL LVL LVL LVL Bolted LVL LVL LVL LVL LVL LVL LVL - Bolted LVL LVL LVL LVL LVL LVL LVL Bolted LVL LVL LVL LVL LVL LVL Bolted LVL LVL LVL LVL LVL LVL Bolted LVL LVL LVL LVL LVL LVL - Bolted LVL LVL LVL LVL LVL LVL Bolted LVL LVL LVL LVL LVL Bolted LVL LVL LVL LVL LVL

.c.

connections for side loaded members.

.c.

Edge .

RigidLam LVL Equivalent Specific Gravity Values for Fastener Design Side Loaded Members Withdrawal - nail Dowel Bearing - nail Dowel Bearing - bolt . . . . Pieces in Member Pieces in Member Nail Size . . . .

Face

connections for side loaded members.

connections for side loaded members. connections for side loaded members.

connections for side loaded members.

Side Loaded Members

Douglas Fir MAXIMUM UNIFORM LOAD APPLIED TO EITHER OUTSIDE PIECE - POUNDS PER LINEAL FOOT MAXIMUM UNIFORM LOAD APPLIED TO EITHER OUTSIDE PIECE - POUNDS PER LINEAL FOOT MAXIMUM UNIFORM LOAD APPLIED TO EITHER OUTSIDE PIECE - POUNDS PER LINEAL FOOT Side Loaded Members MAXIMUM UNIFORM LOAD APPLIED TO EITHER OUTSIDE PIECE - POUNDS PER LINEAL FOOT Side Loaded Members MAXIMUM UNIFORM LOAD APPLIED TO EITHER OUTSIDE PIECE - POUNDS PER LINEAL FOOT SP Douglas Fir SP Nailed MAXIMUM UNIFORM LOAD APPLIED TO EITHER OUTSIDE PIECE - POUNDS PER LINEAL FOOT

1.4E & 1.6E LVL

2.1E & 2.3E LVL

1.6E & 2.1E LVL

1.4E & 1.6E LVL

2.1E & 2.3E LVL Nailed

1.6E & 2.1E LVL

Nailed

Pieces in Member

Nail Size Pieces in Member

Pieces in Member

Nail Size

0.50 0.50 0.47

0.50 0.50 0.50 -

0.50 0.55 0.55 -

0.47 0.50 LVL

0.50 0.50

0.43 0.49 LVL

Pieces in Member

Nail Size

LVL

. bolts . . . .

. . . .

Not Applicable - -

. bolts

- . bolts

Nailed

. bolts

Nailed

Pieces in Member

Nail Size Pieces in Member

Pieces in Member

Nail Size

Pieces in Member

Nail Size

Pieces in Member

Nail Size

LVL

. . . .

. bolts . bolts

- -

. bolts . bolts

- -

. bolts . bolts

- - . bolts . bolts -

- -

. bolts . bolts -

. bolts . bolts

- -

July 2026 • Use appropriate software (e.g. Simpson Strong-Tie® Component Solutions™) or beam/header Quick Reference Tables or PLF load tables to size the beam. • . Bolt holes must be centered at least two inches from the top and bottom edges of the beam. Bolt holes must be the same diameter as the bolts. Washers must be used under the bolt heads and nuts. • Use appropriate software (e.g. Simpson Strong-Tie® Component Solutions™) or beam/header Quick Reference Tables or PLF load tables to size the beam. • . Bolt holes must be centered at least two inches from the top and bottom edges of the beam. Bolt holes must be the same diameter as the bolts. Washers must be used under the bolt heads and nuts. • Use appropriate software (e.g. Simpson Strong-Tie® Component Solutions™) or beam/header Quick Reference Tables or PLF load tables to size the beam. • . Bolt holes must be centered at least two inches from the top and bottom edges of the beam. Bolt holes must be the same diameter as the bolts. Washers must be used under the bolt heads and nuts. • Use appropriate software (e.g. Simpson Strong-Tie® Component Solutions™) or beam/header Quick Reference Tables or PLF load tables to size the beam. • . Bolt holes must be centered at least two inches from the top and bottom edges of the beam. Bolt holes must be the same diameter as the bolts. Washers must be used under the bolt heads and nuts. • Use appropriate software (e.g. Simpson Strong-Tie® Component Solutions™) or beam/header Quick Reference Tables or PLF load tables to size the beam. • . Bolt holes must be centered at least two inches from the top and bottom edges of the beam. Bolt holes must be the same diameter as the bolts. Washers must be used under the bolt heads and nuts. Offset or stagger rows of bolt holes by one-half of the bolt spacing. • The specified nailing applies to both sides of a three-piece beam. • Offset or stagger rows of bolt holes by one-half of the bolt spacing. • The specified nailing applies to both sides of a three-piece beam. • . . Offset or stagger rows of bolt holes by one-half of the bolt spacing. • The specified nailing applies to both sides of a three-piece beam. • . They must be loaded from . They must be loaded from Offset or stagger rows of bolt holes by one-half of the bolt spacing. • The specified nailing applies to both sides of a three-piece beam. • Offset or stagger rows of bolt holes by one-half of the bolt spacing. • The specified nailing applies to both sides of a three-piece beam. • both sides and/or top-loaded. . They must be loaded from • Use appropriate software (e.g. Simpson Strong-Tie® Component Solutions™) or beam/header Quick Reference Tables or PLF load tables to size the beam. • . Bolt holes must be centered at least two inches from the top and bottom edges of the beam. Bolt holes must be the same diameter as the bolts. Washers must be used under the bolt heads and nuts. . They must be loaded from . Offset or stagger rows of bolt holes by one-half of the bolt spacing. • The specified nailing applies to both sides of a three-piece beam. • . . They must be loaded from . . . They must be loaded from

Jackson LUMBER & MILLWORK A RIGIDLAM LVL EQUIVALENT SPECIFIC GRAVITY VALUES FOR FASTENER DESIGN Face Edge Douglas-fir SP Douglas-fir SP RIGIDLAM LVL EQUIVALENT SPECIFIC GRAVITY VALUES FOR FASTENER DESIGN Face Edge Douglas-fir SP Douglas-fir SP RIGIDLAM LVL EQUIVALENT SPECIFIC GRAVITY VALUES FOR FASTENER DESIGN Face Edge Douglas-fir SP Douglas-fir SP RIGIDLAM LVL EQUIVALENT SPECIFIC GRAVITY VALUES FOR FASTENER DESIGN Face Edge Douglas-fir SP Douglas-fir SP

19 RIGIDLAM LVL EQUIVALENT SPECIFIC GRAVITY VALUES FOR FASTENER DESIGN Face Edge Douglas-fir SP Douglas-fir SP RIGIDLAM LVL EQUIVALENT SPECIFIC GRAVITY VALUES FOR FASTENER DESIGN Face Edge Douglas-fir SP Douglas-fir SP

Withdrawal - nail Dowel Bearing - nail

. .

Withdrawal - nail Dowel Bearing - nail

. .

Withdrawal - nail Dowel Bearing - nail .

. . Withdrawal - nail Dowel Bearing - nail . Withdrawal - nail . . . .

. .

Withdrawal - nail

both sides and/or top-loaded.

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