Simpson Strong-Tie Wood Construction Connectors

Simpson Strong-Tie ® Wood Construction Connectors

Top-Flange Hangers – Solid Sawn Lumber (DF/SP)

These products are available with additional corrosion protection. For more information, see p. 14.

Dimensions

Fasteners (in.)

DF/SP Allowable Loads

Joist or Purlin Size

Installed Cost Index (ICI)

Model No.

Code Ref.

Ga.

Uplift (160)

Floor (100)

Snow (115) Roof (125)

W H

B TF

Header

Joist

Sawn Lumber Sizes

5 7/16

2 1/2

2 5/16

(4) 0.148 x 2 1/2

(2) 0.148 x 3

— 2,985 2,985 2,985

WP66

12 5 9/16

*

5 3/8

2 1/2

2 1/2

(10) 0.162 x 3 1/2

(4) 0.162 x 3 1/2

945 2,785 2,785 2,785

HU66TF

12 5 1/2

6x6

*

HWP66

12 5 1/2

5 3/8

3 2 1/5

(9) 0.162 x 3 1/2

(10) 0.148 x 1 1/2

1,535 3,955 3,955 3,955

*

WP68

12 5 9/16

7 1/8

2 1/2

2 5/16

(4) 0.148 x 2 1/2

(2) 0.148 x 3

— 2,985 2,985 2,985

*

6x8

HU68TF

12 5 1/2

7 1/8

2 1/2

2 1/2

(12) 0.162 x 3 1/2

(4) 0.162 x 3 1/2

945 3,265 3,265 3,265

*

HWP68

12 5 5/8

7 1/8

3 2 1/2

(9) 0.162 x 3 1/2

(10) 0.148 x 1 1/2

1,535 3,955 3,955 3,955

*

WP610

12 5 9/16

9 1/8

2 1/2

2 5/16

(4) 0.148 x 2 1/2

(2) 0.148 x 3

— 2,985 2,985 2,985

*

HU610TF

12 5 1/2

9 1/8

2 1/2

2 1/2

(14) 0.162 x 3 1/2

(6) 0.162 x 3 1/2

1,420 3,945 3,945 3,945

*

HWPH610 7 5 1/2

9 1/8

3 1/4

2 1/2

(12) 0.162 x 3 1/2

(10) 0.148 x 1 1/2

1,685 5,920 5,920 5,920

Solid Sawn Joist Hangers

*

6x10

9 3/16

3 1/2

3 (22) 0.162 x 3 1/2

(10) 0.162 x 3 1/2

2,075 5,395 5,395 5,395

HB610

10 5 9/16

*

HGLT6 H = 9 1/8

7 5 9/16 7 1/2 to 33 6 2 1/2

(18) N54A

(6) N54A

2,450 10,720 10,720 10,720

*

HWPH612 7 5 1/2

11 1/8

3 1/4

2 1/2

(12) 0.162 x 3 1/2

(10) 0.148 x 1 1/2

1,685 5,920 5,920 5,920

*

HU612TF

12 5 1/2

11 2 1/2

2 1/2

(16) 0.162 x 3 1/2

(6) 0.162 x 3 1/2

1,420 4,590 4,590 4,590

*

6x12

HB612

10 5 9/16

11 1/8

3 1/2

3 (22) 0.162 x 3 1/2

(10) 0.162 x 3 1/2

2,075 5,395 5,395 5,395

*

HGLT6 H = 11 1/8

7 5 9/16 7 1/2 to 33 6 2 1/2

(18) N54A

(6) N54A

2,450 10,720 10,720 10,720

*

HWPH614 7 5 1/2

13 1/16

3 1/4

2 1/2

(12) 0.162 x 3 1/2

(10) 0.148 x 1 1/2

1,685 5,920 5,920 5,920

*

HU614TF

12 5 1/2

13 2 1/2

2 1/2

(18) 0.162 x 3 1/2

(8) 0.162 x 3 1/2

1,560 4,030 4,030 4,030

*

IBC, FL, LA

6x14

HB614

10 5 9/16

13 3 1/2

3 (22) 0.162 x 3 1/2

(10) 0.162 x 3 1/2

2,075 5,395 5,395 5,395

*

HGLT6 H = 13 1/16

7 5 9/16 7 1/2 to 33 6 2 1/2

(18) N54A

(6) N54A

2,450 10,720 10,720 10,720

*

HWPH616 7 5 1/2

15 3 1/4

2 1/2

(12) 0.162 x 3 1/2

(10) 0.148 x 1 1/2

1,685 5,920 5,920 5,920

*

HU616TF

12 5 1/2

15 2 1/2

2 1/2

(20) 0.162 x 3 1/2

(8) 0.162 x 3 1/2

1,640 4,050 4,050 4,050

*

6x16

HB616 HGLT6 H = 15

10 5 9/16

15 3 1/2

3 (22) 0.162 x 3 1/2

(10) 0.162 x 3 1/2

2,075 5,395 5,395 5,395

*

7 5 9/16 7 1/2 to 33 6 2 1/2

(18) N54A

(6) N54A

2,450 10,720 10,720 10,720

*

8x8 WP7.50 H = 7.25

12 7 1/2 7 1/2 to 30 2 1/2

2 3/16

(4) 0.148 x 2 1/2

(2) 0.148 x 3

— 2,985 2,985 2,985

*

HB7.50X H = 9 3/16

10 7 1/2

8 to 28 3 1/2

3

(22) 0.162 x 3 1/2

(10) 0.162 x 3 1/2

2,075 5,395 5,395 5,395

*

8x10

HWPH810 7 7 1/2

9 3/16

3 1/4

2 1/2

(12) 0.162 x 3 1/2

(10) 0.148 x 1 1/2

1,685 5,920 5,920 5,920

*

HB7.50X H = 11 1/8

10 7 1/2

8 to 28 3 1/2

3

(22) 0.162 x 3 1/2

(10) 0.162 x 3 1/2

2,075 5,395 5,395 5,395

*

8x12

HWPH812 7 7 1/2

11 1/8

3 1/4

2 1/2

(12) 0.162 x 3 1/2

(10) 0.148 x 1 1/2

1,685 5,920 5,920 5,920

*

HB7.50X H = 13 1/16

10 7 1/2

8 to 28 3 1/2

3

(22) 0.162 x 3 1/2

(10) 0.162 x 3 1/2

2,075 5,395 5,395 5,395

*

8x14

HWPH814 7 7 1/2

13 1/16

3 1/4

2 1/2

(12) 0.162 x 3 1/2

(10) 0.148 x 1 1/2

1,685 5,920 5,920 5,920

*

HB7.50X H = 15

8 to 28 3 1/2

3

(22) 0.162 x 3 1/2

(10) 0.162 x 3 1/2

2,075 5,395 5,395 5,395

10 7 1/2

*

8x16

HWPH816 7 7 1/2

15 3 1/4

2 1/2

(12) 0.162 x 3 1/2

(10) 0.148 x 1 1/2

1,685 5,920 5,920 5,920

*

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

1. Uplift loads have been increased for wind or earthquake loading with no further increase allowed. For normal loading applications such as cantilever construction, refer to Simpson Strong-Tie ® Connector Selector ® software or conservatively divide the uplift load by 1.6. 2. N54A fasteners are supplied with hangers. 3. Uplift loads are based on DF/SP lumber. For SPF/HF, use 0.86 x DF/SP uplift load. 4. HGLT information can be found on pp. 170–171. 5. Hangers with an “ * ” do not have an Installed Cost Index. 6. Fasteners: Nail dimensions in the table are listed diameter by length. See pp. 21–22 for fastener information.

Codes: See p. 11 for Code Reference Key Chart

133

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