Simpson Strong-Tie Wood Construction Connectors
Simpson Strong-Tie ® Wood Construction Connectors
Top-Flange Hangers – I-Joists, Glulam and SCL
Joist Types
Dimensions (in.)
Fasteners (in.)
Allowable Loads Header Type
Actual Joist
Model No.
Web Stiff Reqd. 7
Uplift (160)
Size (in.)
W H
B TF
Header
Joist
LVL PSL LSL DF/SP SPF/HF DF/SCL I-Joist 4
Glulam SCL
I-Joist
7 1/8 7 1/8 7 1/8 3 (22) 0.162 x 3 1/2 (10) 0.162 x 3 1/2 2,075 5,815 5,640 6,395 5,395 3,820 — (9) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 1,560 3,995 4,500 4,350 3,955 3,955 — 2 1/2 (12) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 2,075 6,595 7,025 5,450 5,920 4,740 — 6 2 7/8 (18) 0.162 x 3 1/2 (6) 0.162 x 3 1/2 1,120 10,585 9,485 9,500 7,805 6,770 — 7 1/8 11 1/4 to 32 6 3 (28) 1/4 x 3 SDS (12) 1/4 x 3 SDS 7,670 19,800 18,680 19,800 17,085 12,915 — 3 1/2 3 (22) 0.162 x 3 1/2 (10) 0.162 x 3 1/2 2,075 5,815 5,640 6,395 5,395 3,820 — 6 to 28 3 2 1/2 6 to 28 3 1/4 7 1/8 7 1/2 to 31 1/2 9 1/2 (9) 0.162 x 3 1/2 (10) 0.148 x 1 1/2 1,560 3,995 4,500 4,350 3,955 3,955 — 3 1/2 3 (22) 0.162 x 3 1/2 (10) 0.162 x 3 1/2 2,075 5,815 5,640 6,395 5,395 3,820 — (9) 0.162 x 3 1/2 (10) 0.148 x 1 1/2 1,560 3,995 4,500 4,350 3,955 3,955 — 3 1/2 3 (22) 0.162 x 3 1/2 (10) 0.162 x 3 1/2 2,075 5,815 5,640 6,395 5,395 3,820 — (9) 0.162 x 3 1/2 (10) 0.148 x 1 1/2 1,535 3,995 4,500 4,350 3,955 3,955 — 3 1/2 3 (22) 0.162 x 3 1/2 (10) 0.162 x 3 1/2 2,075 5,815 5,640 6,395 5,395 3,820 — (9) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 1,560 3,995 4,500 4,350 3,955 3,955 — 3 1/2 3 (22) 0.162 x 3 1/2 (10) 0.162 x 3 1/2 2,075 5,815 5,640 6,395 5,395 3,820 — (9) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 1,560 3,995 4,500 4,350 3,955 3,955 — 2 1/2 (12) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 2,075 6,595 7,025 5,450 5,920 4,740 — 3 1/2 3 (22) 0.162 x 3 1/2 (10) 0.162 x 3 1/2 2,075 5,815 5,640 6,395 5,395 3,820 — (9) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 1,560 3,995 4,500 4,350 3,955 3,955 — 2 1/2 (12) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 2,075 6,595 7,025 5,450 5,920 4,740 — 3 1/2 3 (22) 0.162 x 3 1/2 (10) 0.162 x 3 1/2 2,075 5,815 5,640 6,395 5,395 3,820 — (9) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 1,560 3,995 4,500 4,350 3,955 3,955 — 2 1/2 (12) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 2,075 6,595 7,025 5,450 5,920 4,740 — 6 2 7/8 (18) 0.162 x 3 1/2 (6) 0.162 x 3 1/2 1,120 10,585 9,485 9,500 7,805 6,770 — 3 1/2 3 (22) 0.162 x 3 1/2 (10) 0.162 x 3 1/2 2,075 5,815 5,640 6,395 5,395 3,820 — (9) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 1,560 3,995 4,500 4,350 3,955 3,955 — 2 1/2 (12) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 2,075 6,595 7,025 5,450 5,920 4,740 — 6 2 7/8 (18) 0.162 x 3 1/2 (6) 0.162 x 3 1/2 1,120 10,585 9,485 9,500 7,805 6,770 — 3 1/2 3 (22) 0.162 x 3 1/2 (10) 0.162 x 3 1/2 2,075 5,815 5,640 6,395 5,395 3,820 — (9) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 1,560 3,995 4,500 4,350 3,955 3,955 — 2 1/2 (12) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 2,075 6,595 7,025 5,450 5,920 4,740 — 6 2 7/8 (18) 0.162 x 3 1/2 (6) 0.162 x 3 1/2 1,120 10,585 9,485 9,500 7,805 6,770 — 3 1/2 3 (22) 0.162 x 3 1/2 (10) 0.162 x 3 1/2 2,075 5,815 5,640 6,395 5,395 3,820 — (9) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 1,560 3,995 4,500 4,350 3,955 3,955 — 2 1/2 (12) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 2,075 6,595 7,025 5,450 5,920 4,740 — 6 2 7/8 (18) 0.162 x 3 1/2 (6) 0.162 x 3 1/2 1,120 10,585 9,485 9,500 7,805 6,770 — 2 1/2 (12) 0.162 x 3 1/2 (12) 0.148 x 1 1/2 2,075 6,595 7,025 5,450 5,920 4,740 — 6 2 7/8 (18) 0.162 x 3 1/2 (6) 0.162 x 3 1/2 1,120 10,585 9,485 9,500 7,805 6,770 — 11 7/8 6 to 28 3 2 1/2 14 6 to 28 3 2 1/2 16 6 to 28 3 2 1/2 18 6 to 28 3 2 1/2 6 to 32 3 1/4 20 6 to 28 3 2 1/2 6 to 32 3 1/4 22 6 to 28 3 2 1/2 6 to 32 3 1/4 22 24 6 to 28 3 2 1/2 6 to 32 3 1/4 24 26 6 to 28 3 2 1/2 6 to 32 3 1/4 26 28 6 to 28 3 2 1/2 6 to 32 3 1/4 28 6 to 32 3 1/4 30 8 to 33 3 1/2 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 7 1/8 6 to 28 3 2 1/2
HB7.12X HWP7.12 HWPH712
• • • • • • • •
7x SCL
HGLTV7
EGQ7.25-SDS
•
HB7.12/9.5
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
Double 3 1/2 x 9 1/2 Double 3 1/2 x 11 7/8
HWP7.12 H=9.5 HB7.12/11.88
HWP7.12 H=11.875
HB7.12/14
Double 3 1/2 x 14 Double 3 1/2 x 16
HWP7.12 H=14
HB7.12/16
HWP7.12 H=16
HB7.12/18
Double 3 1/2 x 18
HWP7.12 H=18 HWPH7.12 H=18
I-Joist, Glulam and Structural Composite Lumber Connectors
HB7.12/20
Double 3 1/2 x 20
HWP7.12 H=20 HWPH7.12 H=20
HB7.12/22
HWP7.12 H=22 HWPH7.12 H=22 HGLTV7.12/22 HWP7.12 H=24 HWPH7.12 H=24 HGLTV7.12/24 HB7.12/24
Double 3 1/2 x 22
Double 3 1/2 x 24
HB7.12/26
HWP7.12 H=26 HWPH7.12 H=26
Double 3 1/2 x 26
HGLTV426-2
HB7.12/28
HWP7.12 H=28 HWPH7.12 H=28
Double 3 1/2 x 28
HGLTV428-2
HWPH7.12 H=30
Double 3 1/2 x 30
HGLTV430-2
HGLT9 HGLS9
• •
8 7/8 7 1/2 to 30 1/2 8 7/8 7 1/2 to 30 1/2
6 2 1/2
(18) N54A
(6) N54A 2,450 — — — 10,720 — — (16) N54A 2,265 — — — 13,850 — —
8 3/4 LAM
6 SPEC (28) N54A
1. Loads may not be increased for duration of load. 2. Uplift loads have been increased for earthquake or wind loading with no further increase allowed. Reduce where other loads govern. 3. Uplift loads are based on DF/SP lumber. For SPF/HF, use 0.86 x DF/SP uplift load. 4. When an I-joist is used as header, all nails must be 0.148" x 1 1/2 ", and allowable loads assume flanges that are at least 1 1/2 " thick and made of Douglas fir, LVL, or LSL. For other flange thicknesses,
apply load adjustment factors found in the table below. 5. Hangers sorted in order of recommended selection for best overall performance and installation value. 6. Other nail schedules and loads are listed on product pages. 7. Web stiffeners are required where noted, when hanger is sloped or skewed, and when it supports double I-joists with flanges lesthan 1 5/16 " thick in hangers that are 14 gauge and thinner. 8. HGLS saddle hanger allowable loads are for each stirrup. Joist fasteners listed are for one side only. Fasteners are provided for both sides of the saddle. 9. Fasteners: Nail dimensions are listed diameter by length. SDS screws are Simpson Strong-Tie ® Strong-Drive ® SDS Heavy-Duty Connector screws. See pp. 21–22 for fastener information.
C-C-2021 ©2021 SIMPSON STRONG-TIE COMPANY INC.
I-Joist Header Load Adjustment Factors
Backer block Backer block nails not shown for clarity.
Hanger Series
Flange Material or Thickness
ITS MIT LBV WP BA
0.75 0.75 0.75 0.75 0.75
1 1⁄8 " to 1 1⁄4 "
Flange thickness
1 5⁄16 " to 1 3⁄8 " 0.85 0.85 0.85 0.85 0.85
Refer to p. 96 for backer block information.
SPF
0.86 0.72 0.90 1.00 1.00
184
Made with FlippingBook - Online catalogs