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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