Engineered Wood & Structural Composite Lumber Connectors
SUR/SUL/HSUR/HSUL
Skewed 45° Hangers for I-Joist and SCL
A1
A2
A2
A1
HSULC
H
Available for 3" and 3 1⁄2" wide joists only
W
Typical HSUR4.12/9 Installation
These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.
Actual Joist Size
C-2011 © 2011 SIMPSON STRONG-TIE COMPANY INC. PRINTED 12/10
11⁄2 x91⁄4-12 11⁄2 x10-16 13⁄4 x91⁄4-91⁄2 13⁄4 x111⁄4-117⁄8 13⁄4 x14 2x91⁄2 2x117⁄8 2x14 2x16 21⁄16 x91⁄2 21⁄16 x117⁄8 21⁄16 x14 21⁄16 x16 21⁄4-25⁄16x91⁄2 21⁄4-25⁄16x117⁄8 21⁄4-25⁄16x14 21⁄4-25⁄16x16 21⁄2 x91⁄2 (3x10,12) 21⁄2 -29⁄16x111⁄4-117⁄8 21⁄2 x14 (3x14) 21⁄2 x16 3x91⁄4-14 3x14-20 31⁄2 x91⁄4-14 31⁄2 x14-20 4x91⁄2 4x117⁄8 4x14 4x16 41⁄8x91⁄2 41⁄8x117⁄8 41⁄8x14-16 45⁄8x91⁄2 45⁄8x117⁄8 45⁄8x14 45⁄8x16 5x91⁄2 5x117⁄8 5x14 5x16
Model No. SUR/L210 SUR/L214 SUR/L1.81/9 SUR/L1.81/11 SUR/L1.81/14 SUR/L2.06/9 SUR/L2.06/11 SUR/L2.06/14 SUR/L2.06/14 SUR/L2.1/9 SUR/L2.1/11 SUR/L2.1/14 SUR/L2.1/14 SUR/L2.37/9 SUR/L2.37/11 SUR/L2.37/14 SUR/L2.37/14 SUR/L2.56/9 SUR/L2.56/11 SUR/L2.56/14 SUR/L2.56/14 SUR/L210-2 HSUR/L210-2 SUR/L214-2 HSUR/L214-2 SUR/L410 HSUR/L410 SUR/L414 HSUR/L414 HSUR/L4.12/9 HSUR/L4.12/11 HSUR/L4.12/14 HSUR/L4.12/16 HSUR/L4.28/9 HSUR/L4.28/11 HSUR/L4.28/11 HSUR/L4.75/9 HSUR/L4.75/11 HSUR/L4.75/14 HSUR/L4.75/16 HSUR/L5.12/9 HSUR/L5.12/11 HSUR/L5.12/14 HSUR/L5.12/16
Web Stiff Ga W Reqd
Dimensions H
✓ 16 19⁄16 8 ✓ 16 19⁄16 10 — — — — — —
✓ — — —
✓ — — —
✓ — — —
✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ — — — — — —
✓ — — —
✓ —
✓ — —
16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 14 16 14 16 14 16 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14
13
1 ⁄16 113⁄16 113⁄16 21⁄16 21⁄16 21⁄16 21⁄16 21⁄8 21⁄8 21⁄8 21⁄8 23⁄8 23⁄8 23⁄8 23⁄8 29⁄16 29⁄16 29⁄16 29⁄16 31⁄8 31⁄8 31⁄8 31⁄8 39⁄16 39⁄16 39⁄16 39⁄16 41⁄8 41⁄8 41⁄8 41⁄8 45⁄16 45⁄16 45⁄16 43⁄4 43⁄4 43⁄4 43⁄4 51⁄8 51⁄8 51⁄8 51⁄8
B
2 2 9 3 11 3 133⁄4 3 91⁄16 33⁄16 111⁄4 33⁄16 13 5⁄8 33⁄16 13 5⁄8 33⁄16 91⁄16 33⁄16 113⁄16 33⁄16 13 9⁄16 33⁄16 13 9⁄16 33⁄16 815⁄16 33⁄16 113⁄16 33⁄16 137⁄16 33⁄16 137⁄16 33⁄16 813⁄16 33⁄16 113⁄16 33⁄16 135⁄16 33⁄16 135⁄16 33⁄16 811⁄16 25⁄8 811⁄16 27⁄16 1211⁄16 27⁄16 1211⁄16 27⁄16 81⁄2 25⁄8 81⁄2 27⁄16 121⁄2 21⁄2 121⁄2 27⁄16 9 3 111⁄8 3 133⁄4 3 153⁄4 3 9 3 111⁄8 3 111⁄8 3 815⁄16 23⁄4 1015⁄16 23⁄4 133⁄4 23⁄4 153⁄4 23⁄4 9 213⁄16 11 213⁄16 133⁄4 213⁄16 153⁄4 213⁄16
Fasteners
A1
A2
11⁄8 11⁄8 15⁄8 15⁄8 15⁄8 15⁄8 15⁄8 15⁄8 15⁄8 19⁄16 19⁄16 19⁄16 19⁄16 15⁄16 15⁄16 15⁄16 15⁄16 11⁄8 11⁄8 11⁄8 11⁄8 17⁄16 11⁄4 17⁄16 11⁄4 1 1 1 1 17⁄16 17⁄16 17⁄16 17⁄16 17⁄16 17⁄16 17⁄16 17⁄16 17⁄16 17⁄16 17⁄16 17⁄16 17⁄16 17⁄16 17⁄16
15⁄16 15⁄16 25⁄16 25⁄16 25⁄16 21⁄8 21⁄8 21⁄8 21⁄8 21⁄8 21⁄8 21⁄8 21⁄8 21⁄8 21⁄8 21⁄8 21⁄8 21⁄8 21⁄8 21⁄8 21⁄8 23⁄8 23⁄8 23⁄8 23⁄16 23⁄8 23⁄16 23⁄8 23⁄16 23⁄8 23⁄8 23⁄8 23⁄8 23⁄8 23⁄8 23⁄8 23⁄8 23⁄8 23⁄8 23⁄8 23⁄8 23⁄8 23⁄8 23⁄8
Allowable Loads DF/SP Species Header SPF/HF Species Header Face Joist Uplift2 Floor Snow Roof Uplift2 Floor Snow Roof (160) (100) (115) (125) (160) (100) (115) (125) 10-16d 10-10dx11⁄2 1250 1440 1635 1760 1075 1240 1405 1515 12-16d 12-10dx11⁄2 2165 1730 1960 2115 1860 1485 1685 1820 12-16d 2-10dx11⁄2 225 1730 1960 2030 195 1485 1685 1745 16-16d 2-10dx11⁄2 225 2305 2615 2730 195 1980 2245 2350 20-16d 2-10dx11⁄2 225 2500 2500 2500 195 2150 2150 2150 14-16d 2-10dx11⁄2 225 2015 2285 2465 195 1735 1965 2120 16-16d 2-10dx11⁄2 225 2305 2615 2665 195 1980 2245 2290 18-16d 2-10dx11⁄2 225 2590 2665 2665 195 2230 2290 2290 18-16d 2-10dx11⁄2 225 2590 2665 2665 195 2230 2290 2290 14-16d 2-10dx11⁄2 225 2015 2285 2465 195 1735 1965 2120 16-16d 2-10dx11⁄2 225 2305 2615 2665 195 1980 2245 2290 18-16d 2-10dx11⁄2 225 2590 2665 2665 195 2230 2290 2290 18-16d 2-10dx11⁄2 225 2590 2665 2665 195 2230 2290 2290 14-16d 2-10dx11⁄2 225 2015 2285 2465 195 1735 1965 2120 16-16d 2-10dx11⁄2 225 2305 2615 2665 195 1980 2245 2290 18-16d 2-10dx11⁄2 225 2590 2665 2665 195 2230 2290 2290 18-16d 2-10dx11⁄2 225 2590 2665 2665 195 2230 2290 2290 14-16d 2-10dx11⁄2 225 2015 2285 2465 195 1735 1965 2120 16-16d 2-10dx11⁄2 225 2305 2615 2665 195 1980 2245 2290 18-16d 2-10dx11⁄2 225 2590 2665 2665 195 2230 2290 2290 18-16d 2-10dx11⁄2 225 2590 2665 2665 195 2230 2290 2290 14-16d 6-10dx11⁄2 1300 2015 2285 2465 1120 1735 1965 2120 20-16d 6-10dx11⁄2 1300 2975 3360 3610 1120 2565 2895 3110 18-16d 8-10dx11⁄2 1765 2500 2500 2500 1520 2150 2150 2150 26-16d 8-10dx11⁄2 1795 3870 4365 4695 1550 3330 3760 4045 14-16d 1300 2015 2285 2465 1120 1735 1965 2120 6-16d 20-16d 1300 2975 3360 3610 1120 2565 2895 3110 6-16d 18-16d 1765 2500 2500 2500 1520 2150 2150 2150 8-16d 26-16d 1795 3870 4365 4695 1550 3330 3760 4045 8-16d 12-16d 2-10dx11⁄2 165 1785 2015 2025 140 1540 1735 1740 16-16d 2-10dx11⁄2 165 2380 2685 2890 140 2050 2315 2490 20-16d 2-10dx11⁄2 165 2975 3330 3330 140 2565 2865 2865 24-16d 2-10dx11⁄2 165 3330 3330 3330 140 2865 2865 2865 12-16d 2-10dx11⁄2 165 1785 2015 2025 140 1540 1735 1740 16-16d 2-10dx11⁄2 165 2380 2685 2890 140 2050 2315 2490 16-16d 2-10dx11⁄2 165 2380 2685 2890 140 2050 2315 2490 12-16d 2-10dx11⁄2 165 1785 2015 2025 140 1540 1735 1740 16-16d 2-10dx11⁄2 165 2380 2685 2890 140 2050 2315 2490 20-16d 2-10dx11⁄2 165 2975 3330 3330 140 2565 2865 2865 24-16d 2-10dx11⁄2 165 3330 3330 3330 140 2865 2865 2865 12-16d 2-10dx11⁄2 165 1785 2015 2025 140 1540 1735 1740 16-16d 2-10dx11⁄2 165 2380 2685 2890 140 2050 2315 2490 20-16d 2-10dx11⁄2 165 2975 3330 3330 140 2565 2865 2865 24-16d 2-10dx11⁄2 165 3330 3330 3330 140 2865 2865 2865
Code Ref. I9, F6, L17 160 I9, F8, L12
160
Engineered Wood & Structural Composite Lumber Connectors
HSUR4.12/9
I9, F6, L17 160 I9, F6, L17 I9, F8, L12
160
1. Uplift loads have been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern. 2. Triangle nail holes may be filled (requires web stiffeners) with 10dx1 1⁄2" nails for additional uplift. • SUR/SUL 9- and 11-inch and all HSUR/HSUL models have (4) additional holes, that when filled can resist 795 lbs. for Douglas Fir or Southern Pine or 685 lbs. for SPF/HF. • SUR/SUL 14-inch models have (6) additional holes, that when filled can resists 1190 lbs. for DF/SP and 1025 lbs. for SPF/HF. 3. When the supported member is an I-joist with flanges less than 1 5⁄16 inches thick, the allowable uplift shall not exceed 190 lbs. without web stiffeners. 4. Allowable downloads are based on a joist bearing capacity of 750 psi. 5. NAILS: 16d = 0.162" dia. x 3 1⁄2" long, 10dx1 1⁄2 = 0.148" dia. x 1 1⁄2" long. See page 24-25 for other nail sizes and information.
125