Page 94 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

95 Engineered Wood Structural Composite Lumber Connectors FACE MOUNT HANGERS STRUCTURAL COMPOSITE LUMBER Actual Joist Size Model No. Ga Dimensions Fasteners Allowable Loads Uplift (133) Uplift (160) DF/SP Species Header SPF Species Header W H B Face Joist Floor (100) Snow (115) Roof (125) Floor (100) Snow (115) Roof (125) HU7 HU1.81/5 (Min) HU1.81/5 (Max) (Min) 14 14 1 6 2 12-16d 4-10d ´1 480 575 1610 1850 2010 1390 1600 1740 HU7 (Max) 1 1 1 6 2 16-16d 12-16d 16-16d 8-10d ´1 4-10d ´1 6-10d ´1 960 1150 2145 2465 2680 1855 2135 2320 480 575 1610 1850 2010 1390 1600 1740 720 865 2145 2465 2680 1855 2135 2320 HUS1.81/10 14 16 16 1 8 5 5 2 2 3 30-16d 10-16d 2845 3000 4900 5045 5145 4355 5010 5145 HU9 (Min) 1 9 2 18-16d 6-10d ´1 720 865 2410 2775 3015 2090 2400 2610 HU9 (Max) 1 9 2 24-16d 10-10d ´1 1200 1440 3215 3700 4020 2785 3200 3480 HUS1.81/10 14 1 8 3 30-16d 10-16d 2845 3000 4900 5045 5145 4355 5010 5145 HU11 (Min) 1 11 2 22-16d 6-10d ´1 720 865 2950 3390 3685 2550 2935 3190 HU11 (Max) 1 11 2 30-16d 10-10d ´1 1200 1440 4020 4315 4405 3480 4000 4350 HUS1.81/10 1 8 3 30-16d 10-16d 2845 3000 4900 5045 5145 4355 5010 5145 U14 16 1 10 2 14-16d 6-10d ´1 720 865 1860 2140 2330 1610 1850 2010 HU14 (Min) 14 1 13 2 28-16d 8-10d ´1 960 1150 3750 4110 4180 3250 3735 4060 HU14 (Max) 1 13 2 36-16d 14-10d ´1 1680 2015 4540 4730 4855 4175 4730 4855 HU2.75/10 (Min) 14 2 9 2 14-16d 6-10d ´1 720 865 1875 2155 2345 1625 1870 2030 HU2.75/10 (Max) 2 9 2 18-16d 10-10d ´1 1200 1440 2410 2775 3015 2090 2400 2610 HGUS2.75/10 12 2 8 4 46-16d 16-16d 3630 3630 7940 8220 8410 5980 6195 6335 HU2.75/12 (Min) 14 2 10 2 16-16d 6-10d ´1 720 865 2145 2465 2680 1855 2135 2320 HU2.75/12 (Max) 2 10 2 22-16d 10-10d ´1 1200 1440 2950 3390 3685 2550 2935 3190 HGUS2.75/12 12 2 10 4 56-16d 20-16d 4055 4055 8410 8760 8995 6335 6600 6775 HU2.75/14 (Min) 14 2 13 2 18-16d 8-10d ´1 960 1150 2410 2775 3015 2090 2400 2610 HU2.75/14 (Max) 2 13 2 24-16d 14-10d ´1 1680 2015 3215 3700 4020 2785 3200 3480 HGUS2.75/14 12 2 12 4 66-16d 22-16d 5380 5380 8645 9030 9285 6510 6800 6995 HU2.75/16 (Min) 14 2 14 2 20-16d 8-10d ´1 960 1150 2680 3080 3350 2320 2670 2900 HU2.75/16 (Max) 2 14 2 26-16d 14-10d ´1 1680 2015 3485 4005 4355 3015 3470 3770 HGUS2.75/14 12 2 12 4 66-16d 22-16d 5380 5380 8645 9030 9285 HU48 (Min) 14 3 6 2 10-16d 4-10d 605 725 1340 1540 1675 1160 1335 1365 HU48 (Max) 3 6 2 14-16d 6-10d 905 1085 1875 2155 2345 1625 1870 2030 HGUS46 12 3 4 4 20-16d 8-16d 2325 2325 3940 4535 4930 3410 3920 4260 U410 16 3 8 2 14-16d 6-10d 890 1065 1860 2140 2330 1610 1850 2010 HUS410 14 3 8 2 8-16d 8-16d 2160 2590 2010 2310 2510 1650 1900 2065 HU410 (Min) 3 8 2 14-16d 6-10d 905 1085 1875 2155 2345 1625 1870 2030 HU410 (Max) 3 8 2 18-16d 10-10d 1505 1810 2410 2775 3015 2090 2400 2610 HHUS410 3 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 12 HGUS410 3 9 4 46-16d 16-16d U410 16 3 8 2 14-16d 6-10d 890 1065 1860 2140 2330 1610 1850 2010 HUS412 14 3 10 2 10-16d 10-16d 2700 3240 2510 2885 3140 2065 2375 2580 HU412 (Min) 3 10 2 16-16d 6-10d 905 1085 2145 2465 2680 1855 2135 2320 HU412 (Max) 3 10 2 22-16d 10-10d 1505 1810 2950 3390 3685 2550 2935 3190 HHUS410 3 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 HGUS412 12 3 10 4 56-16d 20-16d 4055 4055 9155 9155 9155 7690 7690 7690 U414 16 3 10 2 16-16d 6-10d 890 1065 2130 2445 2660 1840 2115 2300 HU416 (Min) 14 3 13 2 20-16d 8-10d 1205 1445 2680 3080 3350 2320 2670 2900 HU416 (Max) 3 13 2 26-16d 12-10d 1810 2015 3485 4005 4355 3015 3470 3770 HHUS410 3 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 12 6510 6800 6995 HGUS48 3 7 4 36-16d 12-16d 3220 3220 6805 7830 7925 5890 6655 6655 HGUS48 3 7 4 36-16d 12-16d 3220 3220 6805 7830 7925 5890 6655 6655 HGUS48 3 7 4 36-16d 12-16d 3220 3220 6805 7830 7925 5890 6655 6655 3630 3630 8780 8940 8940 7365 7510 7510 3630 3630 8780 8940 8940 7365 7510 7510 3630 3630 8780 8940 8940 7365 7510 7510 HGUS410 3 9 4 46-16d 16-16d HGUS410 3 9 4 46-16d 16-16d Code Ref. 26, 83 26 26, 83 26 133 26, 83 26, 83, 124 26 133 26 26 26, 124 26, 83 26 133 26, 83 26 133 133 4, 37, 121, 133, 140 133 3, 39, 121, 133, 140 3, 39, 121, 133, 140 4, 37, 121, 133, 140 3, 39, 121, 133, 140 3, 39, 121, 133, 140 4, 37, 121, 133, 140 133 HGUS414 3 12 4 66-16d 22-16d 5380 5380 10015 10015 10015 7890 8185 8380 133 26, 83, 121, 140 26, 83, 121, 140 26, 83, 124 1, 84, 121, 133 26, 83, 121, 140 26, 83 26 26, 83, 124 26, 124 1, 84, 121, 133 26, 83, 124 26, 124 26, 124 26, 83, 124 26, 124 133 1 x 5 1 x 9 1 x 14 1 x 11 x 11 2 x 9 x 9 3 x 9 x 9 2 x 14 2 x 16 2 x 11 x 11 3 x 11 x 11 3 x 14 1 x 7 3 x 7 1. 10d commons or 16d sinkers may be used instead of the specified 16d at 0.85 of the table load value. 2. 16d sinkers may be used instead of the specified 10d commons with no load reduction. 3. Uplift loads based on Douglas Fir have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. Divide by 1.33 and 1.60 for normal loading such as in cantilever construction. For SPF, use 0.86 x DF/SP Uplift Load. 4. MIN nailing quantity and load values fill all round holes; MAX nailing quantity and load values fill all round and triangle holes. 5. Hangers sorted in order of recommended selection for best overall performance and installation value. 6.NAILS: 16d 0.162" dia. x 3 long, 10d 0.148" dia. x 3" long, 10dx1 0.148" dia. x 1 long. See page 16-17 for other nail sizes and information. CODES: See page 12 for Code Listing Key Chart. Available with additional corrosion protection. Check with factory.

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