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

Pocket Construction RigidLam LVL Bearing Details

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

indow Header

RigidLam LVL Bearing Details Please refer to the RigidLam LVL Bearing Len document on the Roseburg website (www.ro Bearing on Steel Column Verify the required bearing length and the ability of the supporting column member to provide adequate strength. Fastening Recommendation space on top, sides and end of RigidLam LVL beams.

Fastening Recommendations for Multiple Ply Members Top Loaded Members - 2 & 3 Ply • For 12” deep (or less) members, nail plies together with 2 rows of 16d x 3 1/2” com. nails at 12” o.c. (add 1 row for 16d sinkers). • For 14”, 16” or 18” deep members, nail plies together with 3 rows of 16d x 3 1/2“ com. nails at 12” o.c. (add 1 row for 16d sinkers). • For 20”, 22” or 24” deep members, nail plies together with 4 rows of 16d x 3 1/2” com. nails at 12” o.c. (add 1 row for 16d sinkers). Top Loaded Members - 4 Ply • For 4-Ply Top Loaded members, it is recommended to connect the plies together with appropriate wood screws (see page 33 for approved wood screws). • The recommended fastener spacing is two rows at 24” o.c. for up to and including 16” deep members, and 3 rows at 24” o.c. for members up to and including 24” deep. If the fastener point penetrates a minimum of 75% of the 4th ply, they may be applied from one side of the beam; otherwise, the fasteners must be applied from both sides and staggered. • Load must be applied evenly to all 4 plies; otherwise, use connection for side loaded members. Side Loaded Members Maximum Uniform Load Applied to Either Outside Piece - Pounds per Lineal Foot Beam-to-Beam Connection Make sure hanger capacity is appropriate for each application. Hangers must be properly installed to accommodate full capacity. Bearing on Exterior Wall Check for proper beam bearing length based on plate material. Bearing on Wood Column Verify the required bearing length and the ability of the supporting column member to provide adequate strength. 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. members, nail plies together . .c. . Equal spaces +/- RIGIDLAM® LVL members, nail plies together . .c. . members, nail plies together . .c. . .c. Pieces in Member Nail Size . . . . . bolts Side Loaded Members ing Recommendations For Multiple Ply Members See "Bearing Length Requirements" document online at www.roseburg.com to determine the number of jack studs required to support header. ether . ether . .c. . .c. . connect the plies together with appropriate wood screws . .c. o.c. . If the fastener may be applied from one side of the beam; otherwise, the fasteners must be applied from both sides and staggered. connections for side loaded members. Provide moisture barrier between RigidLam LVL beams and concrete. Equal spaces +/- Equal spaces +/- UNIFORM LOAD APPLIED TO EITHER OUTSIDE PIECE - POUNDS PER LINEAL FOOT s members, nail plies together o.c. . LVL LVL - -

connect th

Equal spaces +/-

Pocket Construction

o.c.

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

may be app fasteners m

connection

MAXIMUM UNIFORM LOAD APPLIED TO EITHER O

Provide moisture barrier between R and concrete. Nailed

Fastening Recommendations For Multiple Ply Me

LVL

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

. If the fastener Nailed

Nailed

Bolted

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

.c.

Nailed

Bolted

Pieces in Member

Nail Size

1 1/2” Thick

2 rows 10d common at 12” o.c.

3 rows 10d common at 12” o.c. . .c.

2 rows 1/2” bolts at 24” o.c. .

2 rows 1/2” bolts at 12” o.c.

3 rows 1/2” bolts at 12” o.c.

Nail Size

connections for side loaded members.

Pieces in Member

Nail Size

LVL

Side Loaded Members

1.4E & 1.6E LVL LVL

2.1E & 2.3E LVL LVL

1.4E & 1.6E LVL LVL

2.1E & 2.3E LVL

1.4E & 1.6E LVL

2.1E & 2.3E LVL . . . .

1.4E & 1.6E LVL

2.1E & 2.3E LVL LVL

1.4E & 1.6E LVL LVL

2.1E & 2.3E LVL

MAXIMUM UNIFORM LOAD APPLIED TO EITHER OUTSIDE PIECE - POUNDS PER LINEA

LVL

Nailed LVL

Bolted

. bolts . bolts

- -

. . . .

2 - 1 1/2” 10d com. (0.148” x 3”) 3 - 1 1/2” 10d com. (0.148” x 3”) - -

465 465 700 700 Nail Size

395 435

795 870

1,190 1,305

Pieces in Member

350 350 - -

525 525 295

325

595 650 895 980 LVL LVL LVL LVL

. bolts

LVL

- RIGIDLAM LVL EQUIVALENT SPECIFIC GRAVITY VALUES FOR FASTENER DESIGN Face Edge Douglas-fir SP Douglas-fir SP Bolted 265 290 530 - 580 795 870 Bolted . . . . . bolts - - - Nail Size Nailed Bolted

Nailed

4 - 1 1/2”

1/2” diameter bolts

Nail Size

Nailed

1 3/4” Thick

Pieces in Member

2 rows 16d common at 12” o.c. LVL LVL

3 rows 16d common at 12” o.c. LVL LVL

2 rows 1/2” bolts at 24” o.c. LVL LVL LVL

2 rows 1/2” bolts at 12” o.c. LVL LVL LVL

3 rows 1/2” bolts at 12” o.c. LVL LVL LVL

LVL

Nail Size

LVL

Pieces in Member

. . . .

1.4E & 1.6E LVL -

2.1E & 2.3E LVL -

1.4E & 1.6E LVL

2.1E & 2.3E LVL . bolts . bolts 1.4E & 1.6E LVL Withdrawal - nail Dowel Bearing - nail Dowel Bearing - bolt - -

2.1E & 2.3E LVL - - .

1.4E & 1.6E LVL - - .

2.1E & 2.3E LVL - - .

1.4E & 1.6E LVL .

2.1E & 2.3E LVL .

. .

. bolts . bolts

- -

1,015 1,390 1,520 • Use appropriate software (e.g. Simpson Strong-Tie® Componen beam/header Quick Reference Tables or PLF load tables to size • . Bolt holes mus least two inches from the top and bottom edges of the beam. Bo same diameter as the bolts. Washers must be used under the bo Offset or stagger rows of bolt holes by one-half of the bolt spac • The specified nailing applies to both sides of a three-piece beam • . They m both sides and/or top-loaded. • .c. .c. spacing. • Duration of load factors (e.g. ...) may be applied . Not applicable 1,040 1,140 675 925 1,015

2 - 1 3/4” 16d com. (0.162” x 3 1/2”) 3 - 1 3/4” 16d com. (0.162” x 3 1/2”) LVL EQUIVALENT SPECIFIC ALUES FOR FASTENER DESIGN Face Edge Douglas-fir SP Douglas-fir SP 4 - 1 3/4” 2 - 3 1/2” 1/2” diameter bolts 1/2” diameter bolts - -

560 560 845 845 460 505 925 RIGIDLAM LVL EQUIVALENT SPECIFIC GRAVITY VALUES FOR FASTENER DESIGN Face Edge Douglas-fir SP Douglas-fir SP . . 420 420

635 635 345 380 • 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. 695 760 - - - - - - 305 335 820 860 . . 615 1,640 1,720 2,465 2,580 . Roseburg Framing System®

Withdrawal - nail Dowel Bearing - nail Dowel Bearing - bolt

. . .

. .

Not applicable 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. • Roseburg Framing System® Roseburg Framing Systems®

. . .

. .

. They must be loaded from

both sides and/or top-loaded.

Not applicable

.c. spacing and tripled

•

.c. spacing. • Duration of load factors (e.g.

burg Framing System®

...) may be applied to the table values.

Jackson LUMBER & MILLWORK A

July 2026

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