Page 95 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

96 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) 3 x 16 14 HU416 (Min) 3 13 2 20-16d 8-10d 1205 1445 2680 3080 3350 HU416 (Max) 3 13 2 26-16d 12-10d 1810 2015 3485 4005 4355 HGUS414 12 3 12 4 66-16d 22-16d 5380 5380 10015 10015 10015 7890 8185 8380 14 HGUS414 12 3 12 4 66-16d 22-16d 5380 5380 14 14 HHUS5.50/10 5 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS5.50/10 12 5 8 4 46-16d 16-16d 3630 3630 8780 8940 8940 7510 7510 7510 HHUS5.50/10 5 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS5.50/12 12 5 10 4 56-16d 20-16d 4055 4055 9155 9155 9155 7690 7690 7690 14 HHUS5.50/10 5 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS5.50/14 12 5 12 4 66-16d 22-16d 5380 5380 14 HHUS5.50/10 5 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS5.50/14 12 5 12 4 66-16d 22-16d 5380 5380 14 HHUS5.50/10 5 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS5.50/14 12 5 12 4 66-16d 22-16d 5380 5380 HU410-2 (Min) 14 7 9 2 14-16d 6-16d 1070 1285 1875 2155 2345 1625 1870 2030 HU410-2 (Max) 7 9 2 18-16d 8-16d 1430 1715 2410 2775 3015 2090 2400 2610 HHUS7.25/10 7 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS7.25/10 12 7 8 4 46-16d 16-16d 3630 3630 8780 9625 9625 7595 8085 8085 HU412-2 (Min) 14 7 11 2 16-16d 6-16d 1070 1285 2145 2465 2680 1855 2135 2320 HU412-2 (Max) 7 11 2 22-16d 8-16d 1430 1715 2950 3390 3685 2550 2935 3190 HHUS7.25/10 7 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS7.25/12 12 7 10 4 56-16d 20-16d 4055 4055 9835 9835 9835 8260 8260 8260 HU414-2 (Min) 14 7 13 2 20-16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 HU414-2 (Max) 7 13 2 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 HHUS7.25/10 7 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS7.25/14 12 7 12 4 66-16d 22-16d 5380 5380 11110 11110 11110 HU414-2 (Min) 14 7 13 2 20-16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 HU414-2 (Max) 7 13 2 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 HHUS7.25/10 7 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS7.25/14 12 7 12 4 66-16d 22-16d 5380 5380 11110 11110 11110 HU414-2 (Min) 14 7 13 2 20-16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 HU414-2 (Max) 7 13 2 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 HHUS7.25/10 7 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS7.25/14 12 7 12 4 66-16d 22-16d 5380 5380 11110 11110 11110 HU416 (Min) 3 13 2 20-16d 8-10d 1205 1445 2680 3080 3350 HU416 (Max) 3 13 2 26-16d 12-10d 1810 2015 3485 4005 4050 1625 1870 2030 2090 2400 2610 HU616 (Min) 5 12 2 20-16d 8-16d 1430 1715 2680 3080 3350 HU616 (Max) 5 12 2 26-16d 12-16d 2145 2575 3485 4005 4255 HU616 (Min) 5 12 2 20-16d 8-16d 1430 1715 2680 3080 3350 HU616 (Max) 5 12 2 26-16d 12-16d 2145 2575 3485 4005 4355 HU616 (Min) 5 12 2 20-16d 8-16d 1430 1715 2680 3080 3350 HU616 (Max) 5 12 2 26-16d 12-16d 2145 2575 3485 4005 4255 1625 1870 2030 2090 2400 2610 HU610 (Min) 5 7 2 14-16d 6-16d 1070 1285 1875 2155 2345 HU610 (Max) 5 7 2 18-16d 8-16d 1430 1715 2410 2775 3015 1855 2135 2320 2550 2935 3190 HU612 (Min) 5 9 9 2 16-16d 6-16d 1070 1285 2145 2465 2680 HU612 (Max) 5 2 22-16d 8-16d 1430 1715 2950 3390 3685 10015 10015 10015 10015 10015 10015 10015 10015 10015 10015 10015 10015 7890 8185 8380 8415 8415 8415 8415 8415 8415 8415 8415 8415 9330 9330 9330 9330 9330 9330 9330 9330 9330 HGUS410 3 8 4 46-16d 16-16d 3630 3630 8780 8940 8940 7365 7510 7510 2320 2670 2900 3015 3470 3770 Code Ref. HGUS412 3 10 4 56-16d 20-16d 4055 4055 9155 9155 9155 7690 7690 7690 HGUS412 3 10 4 56-16d 20-16d 4055 4055 9155 9155 9155 7690 7690 7690 133 133 133 133 133 133 133 26, 83, 124 26, 124 2320 2670 2900 3015 3470 3485 26, 83, 124 26, 124 26, 83, 124 26, 83, 124 26, 83, 124 26, 83, 124 26, 83, 124 26, 124 26, 124 26, 124 26, 124 26, 124 26 26 26 26 26 133 133 133 133 133 3 x 18 5 x 9 9 7 x 9 9 5 x 11 11 7 x 11 11 7 x 14 7 x 16 7 x 18 5 x 14 5 x 16 5 x 18 3, 39, 121, 133, 140 2320 2670 2900 3015 3470 3770 2320 2670 2900 3015 3470 3770 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. See page 16-17 for other nail sizes and information. CODES: See page 12 for Code Listing Key Chart.

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