Simpson Strong-Tie Wood Construction Connectors

Simpson Strong-Tie ® Wood Construction Connectors

Indoor Architectural Products Classic and Rustic Collection (cont.)

Beam-to-Column Ties

Minimum Bolt End and Edge Distances (in.)

DF/SPF Allowable Loads

Dimensions (in.)

Bolts

Model No.

Code Ref.

Ga.

Tension/Uplift (100/160)

F 1 (100/160)

d 2

Qty.

Dia.

W H

L

d 1

OL

12

2

12

12

2

3 1/2

5

1/2 "

1,435

565

OHL

7

2 1/2

12

12

2 1/2

4 3/8

5

5/8 "

1,535

565

—

OT

12

2

12

12

2

3 1/2

6

1/2 "

2,585

815

OHT

7

2 1/2

12

12

2 1/2

4 3/8

6

5/8 "

2,585

815

1. OL, OHL, OT, and OHT must be installed in pairs, with bolts in double shear. A single part with bolts in single shear is not load rated. 2. Allowable loads are based on a minimum member thickness of 3 1/2 ". 3. OT, OHT loads assume a continuous beam.

1" min.

1" min.

Typical OL/OHL Installation

Typical OT/OHT Installation

1"min.

1"min.

Installed in pairs

Installed in pairs

d 1

d 1

d 2

d 2

1 1 ⁄ 4 " typ. 66T 1 1 ⁄ 2 " typ. 128T and 1212T

3 ⁄ 4 " typ. 66L 1" typ. 88L and 1212L

Typical L Installation (see p. 294 for model no. and allowable loads)

Typical T Installation (see p. 294 for model no. and allowable loads)

These can be ordered with black powder coat.

C-C-2021 ©2021 SIMPSON STRONG-TIE COMPANY INC.

Heavy Angles

Decorative Hardware

Dimensions (in.)

Bolts

Model No.

Code Ref.

Ga.

W

L

Qty.

Dia.

3

2

3/4 "

OHA33

7

3 1/8

—

OHA36

7

3 1/8

6

4

3/4 "

OHA

334