Page 71 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

72 Solid Sawn Connectors FACE MOUNT HANGERS SOLID SAWN LUMBER (DF SP) Joist Size Model No. Ga Dimensions Fasteners Doug Fir Larch/Southern Pine Allowable Loads Installed Cost Index (ICI) W H B Header Joist Uplift Floor (100) Snow (115) Roof (125) 10d 16d (133) (160) 10d 16d 10d 16d 10d 16d SAWN LUMBER SIZES 4x8 LUS46 18 3 4 2 4-16d 4-16d Lowest U46 16 3 4 2 8-10d 8-16d 4-10d 590 710 890 1065 1020 1225 1110 1330 + 37% LUS48 18 3 6 2 6-16d 4-16d + 40% HUS48 14 3 6 2 6-16d 6-16d 1550 1550 1505 1730 1885 + 203% HU48 (Min) 14 3 6 2 10-16d 4-10d 605 725 1340 1540 1675 + 213% HU48 (Max) 14 3 6 2 14-16d 6-10d 905 1085 1875 2155 2345 + 235% 4x10 LUS48 18 3 6 2 6-16d 4-16d Lowest LUS410 18 3 8 2 8-16d 6-16d + 19% U410 16 3 8 2 14-10d 14-16d 6-10d 890 1065 1555 1860 1785 2140 1940 2330 + 74% HUS410 14 3 8 2 8-16d 8-16d 2160 2590 2010 2310 2510 + 154% HU410 (Min) 14 3 8 2 14-16d 6-10d 905 1085 1875 2155 2345 + 232% HU410 (Max) 14 3 8 2 18-16d 10-10d 1505 1810 2410 2775 3015 + 253% 4x12 LUS410 18 3 8 2 8-16d 6-16d Lowest LUS414 18 3 10 2 10-16d 6-16d + 33% U410 16 3 8 2 14-10d 14-16d 6-10d 890 1065 1555 1860 1785 2140 1940 2330 + 46% HUS410 14 3 8 2 8-16d 8-16d 2160 2590 2010 2310 2510 + 114% HUS412 14 3 10 2 10-16d 10-16d 2700 3240 2510 2885 3140 + 129% HU412 (Min) 14 3 10 2 16-16d 6-10d 905 1085 2145 2465 2680 + 268% HU412 (Max) 14 3 10 2 22-16d 10-10d 1505 1810 2950 3390 3685 + 290% 4x14 LUS410 18 3 8 2 8-16d 6-16d Lowest LUS414 18 3 10 2 10-16d 6-16d + 33% U414 16 3 10 2 16-10d 16-16d 6-10d 890 1065 1775 2130 2040 2445 2220 2660 + 93% HUS412 14 3 10 2 10-16d 10-16d 2700 3240 2510 2885 3140 + 129% HU414 (Min) 14 3 12 2 18-16d 8-10d 1205 1445 2410 2775 3015 + 333% HU414 (Max) 14 3 12 2 24-16d 12-10d 1810 2170 3215 3700 4020 + 355% 4x16 U414 16 3 10 2 16-10d 16-16d 6-10d 890 1065 1775 2130 2040 2445 2220 2660 Lowest HUS412 14 3 10 2 10-16d 10-16d 2700 3240 2510 2885 3140 + 19% HU416 (Min) 14 3 13 2 20-16d 8-10d 1205 1445 2680 3080 3350 + 167% HU416 (Max) 14 3 13 2 26-16d 12-10d 1810 2170 3485 4005 4355 + 178% 6x6 U66 16 5 5 2 8-10d 8-16d 4-10d 590 710 890 1065 1020 1225 1110 1330 * HU66 (Min) 14 5 4 2 8-16d 4-16d 715 860 1070 1235 1340 * HU66 (Max) 14 5 4 2 12-16d 6-16d 1070 1285 1610 1850 2010 * 6x8 U66 16 5 5 2 8-10d 8-16d 4-10d 590 710 890 1065 1020 1225 1110 1330 * HU68 (Min) 14 5 5 2 10-16d 4-16d 715 860 1340 1540 1675 * HU68 (Max) 14 5 5 2 14-16d 6-16d 1070 1285 1875 2155 2345 * 6x10 U610 16 5 8 2 14-10d 14-16d 6-10d 890 1065 1555 1860 1785 2140 1940 2330 * HU610 (Min) 14 5 7 2 14-16d 6-16d 1070 1285 1875 2155 2345 * HU610 (Max) 14 5 7 2 18-16d 8-16d 1430 1715 2410 2775 3015 * 6x12HU612 (Min) 14 5 9 2 16-16d 6-16d 1070 1285 2145 2465 2680 * HU612 (Max) 14 5 9 2 22-16d 8-16d 1430 1715 2950 3390 3685 * 6x14HU614 (Min) 14 5 11 2 18-16d 8-16d 1430 1715 2410 2775 3015 * HU614 (Max) 14 5 11 2 24-16d 12-16d 2145 2575 3215 3700 4020 * 6x16HU616 (Min) 14 5 12 2 20-16d 8-16d 1430 1715 2680 3080 3350 * HU616 (Max) 14 5 12 2 26-16d 12-16d 2145 2575 3485 4005 4355 * 8x8 HU88 (Min) 14 7 6 2 10-16d 4-16d 715 860 1340 1540 1675 * HU88 (Max) 14 7 6 2 14-16d 6-16d 1070 1285 1875 2155 2345 * 8x10HU810 (Min) 14 7 8 2 14-16d 6-16d 1070 1285 1875 2155 2345 * HU810 (Max) 14 7 8 2 18-16d 8-16d 1430 1715 2410 2775 3015 * 8x12HU812 (Min) 14 7 10 2 16-16d 6-16d 1070 1285 2145 2465 2680 * HU812 (Max) 14 7 10 2 22-16d 8-16d 1430 1715 2950 3390 3685 * 8x14HU814 (Min) 14 7 11 2 18-16d 8-16d 1430 1715 2410 2775 3015 * HU814 (Max) 14 7 11 2 24-16d 12-16d 2145 2575 3215 3700 4020 * 8x16HU816 (Min) 14 7 13 2 20-16d 8-16d 1430 1715 2680 3080 3350 * HU816 (Max) 14 7 13 2 26-16d 12-16d 2145 2575 3485 4005 4355 * Code Ref. 1, 84, 121, 133 26, 83, 121, 124 1, 84, 121, 133 26, 83, 124 1, 84, 121, 133 26, 83, 121, 124 1, 84, 121, 133 26, 83, 124 1, 84, 121, 133 26, 83, 121, 124 1, 84, 121, 133 26, 83, 124 1, 84, 121, 133 1, 84, 121, 133 1, 84, 121, 133 26 26, 83, 121, 124 26, 83, 124 26, 83, 124 1140 1165 1000 1150 1250 1140 1165 1265 1455 1585 1140 1165 1265 1455 1585 1710 1745 1765 2030 2210 1710 1745 1765 2030 2210 1710 1745 2030 2335 2540 1710 1745 1765 2030 2210 1710 1745 2030 2335 2540 4x6 LUS46 18 3 4 2 4-16d 4-16d Lowest U46 16 3 4 2 8-10d 8-16d 4-10d 590 710 890 1065 1020 1225 1110 1330 + 37% HUS46 14 3 5 2 4-16d 4-16d 1080 1235 1005 1155 1255 + 152% HU46 (Min) 14 3 5 2 8-16d 4-10d 605 725 1070 1235 1340 + 163% HU46 (Max) 14 3 5 2 12-16d 6-10d 905 1085 1610 1850 2010 + 185% 1, 84, 121, 133 26, 83, 124 26, 83, 121, 124 1, 84, 121, 133 1140 1160 1000 1150 1250 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. (16d sinkers are not acceptable for HDG applications.) 3.Uplift loads 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. 4.MIN nailing quantity and load values fill all round holes; MAX nailing quantity and load values fill all round and triangle holes. 5.DF/SP loads can be used for SCL that has fastener holding capacity of Doug Fir. 6.Truss chord cross-grain tension may limit allowable loads. Refer to Technical Bulletins T-ANSITPISPF, T-ANSITPISP and T-ANSITPIDF for allowable loads that consider ANSI/TPI 1-2002 wood member design criteria. 7. 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. * Hangers do not have an Installed Cost Index. B CODES: See page 12 for Code Listing Key Chart. Available with additional corrosion protection. Check with factory.

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