Page 116 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

117 Engineered Wood Structural Composite Lumber Connectors SUR/SUL/HSUR/HSUL Skewed 45 Hangers for I-Joist and SCL 1 x 9 -12 8 10-16d 1 x 10-16 1 x 9 9 1 x 11 11 1 x 14 2 x 11 11 10 12-16d 11 11 13 2 x 9 -14 9 9 14-16d 2 -2 x 9 -14 9 14-16d 6-10dx1 6-10dx1 6-10dx1 6-10dx1 6-10dx1 8-10dx1 8-10dx1 8-10dx1 8-10dx1 2 -2 x 14-20 13 18-16d 2 x 9 -14 8 14-16d 2 x 14-20 13 18-16d 3 x 9 -14 8 14-16d 8 20-16d 3 x 14 20 12 18-16d 12 26-16d 3 x 9 -14 8 14-16d 8 20-16d 6-16d 6-16d 8-16d 8-16d 3 x 14 20 12 18-16d SUR/L210 SUR/L214 SUR/L1.81/9 SUR/L1.81/11 SUR/L1.81/14 SURI/LI2.06/9 2 x 9 SUR/L2.1/9 2 x 11 SUR/L2.1/11 SURI/LI3510/12 SURI/LI3514/20 SUR/L310 SUR/L314 SUR/L210-2 HSUR/L210-2 SUR/L214-2 HSUR/L214-2 SUR/L410 HSUR/L410 SUR/L414 HSUR/L414 16 16 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 16 16 16 16 16 16 14 16 14 16 14 16 16 16 16 16 3 12-16d 16-16d 16-16d 2-10dx1 2-10dx1 2-10dx1 2-10dx1 12-10dx1 10-10dx1 145 145 145 145 145 1595 2130 2500 1835 2350 2500 2130 2130 1995 2350 2500 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 2130 1380 1690 1795 1535 1585 1690 1795 1535 1690 1690 1795 1535 145 145 145 20-16d 3 2 2 3 3 14 1 1 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 1 1 1 2 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 1 1 1 3 3 3 3 3 3 3 12 26-16d 1200 1250 1330 1530 1660 1040 1150 1320 1440 1440 1730 1595 1835 1995 1250 1380 1585 1725 720 765 1860 2140 2330 625 1610 1785 1785 720 765 1860 2140 2330 625 1610 1785 1785 960 1150 2395 2500 2500 830 1795 1795 1795 720 765 1860 2140 2330 625 1610 1785 1785 960 1150 2395 2500 2500 830 1795 1795 1795 720 765 1860 2140 2330 625 1610 1785 1785 765 920 2680 3080 3350 930 2320 2670 2900 960 1150 2395 2500 2500 830 1795 1795 1795 1020 1230 3485 4005 4355 1235 3015 3470 3770 1065 1275 1860 2140 2330 920 1610 1785 1785 1070 1285 2680 3080 3350 930 2320 2670 2900 1420 1700 2395 2500 2500 1225 1795 1795 1795 1430 1715 3485 4005 4355 1235 3015 3470 3770 Allowable Loads Roof SPF Species Header Const. Code Ref. (125) Snow (115) Floor (100) Floor (100) Snow (115) Const. (125) Uplift Uplift 133/ 160 (160) Uplift (133) Roof DF/SP Species Header Ga. Web Stiff Reqd Model No. Actual Joist Size Joist Face H B A1 A 2 W Dimension Fasteners SUR/L2.56/11 4 x 9 9 14 12-16d 2-10dx1 145 145 3 1 2 4 HSUR/L4.12/9 5 x 9 9 14 12-16d 2-10dx1 145 145 2 1 2 5 HSUR/L5.12/9 5 x 11 11 14 16-16d 2-10dx1 145 2210 2540 2760 1920 2210 2400 145 2 1 2 5 HSUR/L5.12/11 5 x 14 13 14 20-16d 2-10dx1 145 2760 3050 3050 2400 2410 2410 145 2 1 2 5 HSUR/L5.12/14 5 x 16 15 14 24-16d 2-10dx1 145 3050 3050 3050 2410 2410 2410 145 2 1 2 5 HSUR/L5.12/16 4 x 11 11 14 16-16d 2-10dx1 145 2210 2540 2760 1920 2210 2400 145 3 1 2 4 HSUR/L4.12/11 4 x 9 8 14 12-16d 2-10dx1 145 145 2 1 2 4 HSUR/L4.75/9 4 x 9 HSUR/L4.28/9 4 x 11 HSUR/L4.28/11 4 x 11 10 14 16-16d 2-10dx1 145 2210 2540 2760 1920 2210 2400 145 2 1 2 4 HSUR/L4.75/11 4 x 14 13 14 20-16d 2-10dx1 145 2760 3050 3050 2400 2410 2410 145 2 1 2 4 HSUR/L4.75/14 4 x 16 15 14 24-16d 2-10dx1 145 3050 3050 3050 2410 2410 2410 145 2 1 2 4 HSUR/L4.75/16 1655 1905 2020 1440 1655 1700 1655 1905 2020 1440 1655 1700 1655 1905 2020 1440 1655 1700 4 x 14 13 14 20-16d 2-10dx1 145 2760 3050 3050 2400 2410 2410 145 3 1 2 4 HSUR/L4.12/14 4 x 16 15 14 24-16d 2-10dx1 145 3050 3050 3050 2410 2410 2410 145 3 1 2 4 HSUR/L4.12/16 26, 83, 124 26, 83, 124, 140 26, 83, 124, 140 124 124 26, 83, 124, 140 26, 33, 83, 122, 124 26, 83, 124, 140 26, 83, 124, 140 26, 83, 124, 140 26, 33, 83, 122, 124 26, 33, 83, 122, 124 26, 33, 83, 122, 124 170 16 16 11 12-16d 16-16d 145 145 145 145 1595 2130 1835 2130 1995 2130 120 120 1380 1690 1585 1690 1690 1690 14 14 9 11 3 3 12-16d 16-16d 145 145 145 145 1655 2210 1905 2540 2020 2760 120 120 1440 1920 1655 2210 1700 2400 2 2 9 3 3 1 1 2 2 2-10dx1 2-10dx1 4 4 1 2 1 2 2-10dx1 2-10dx1 26, 83, 124 170 1. Uplift loads have been increased by 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2. Roof construction loads are 125% of floor loads unless limited by other criteria. 3. For additional uplift on hanger with two joist nails, use web stiffeners which extend past the edge of the hanger and fill four triangle holes with N10 nails for an allowable uplift of 480 lbs. (133). 4. For SPF uplift, use 0.86 x DF/SP uplift load. 5.NAILS: 16d 0.162" dia. x 3 long, 10dx1 0.148" dia. x 1 long. See page 16-17 for other nail sizes and information. HSUR4.12/9 Typical HSUR4.12/9 Installation HSULC Available for 3" and 3 " wide joists only Available with additional corrosion protection. Check with factory.

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