Page 69 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

70 Solid Sawn Connectors FACE MOUNT HANGERS SOLID SAWN LUMBER (DF SP) CODES: See page 12 for Code Listing Key Chart. Joist Size Model No. Ga Dimensions Fasteners Installed Cost Index (ICI) Code Ref. 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 2x4 LU24 20 1 3 1 4-10d 4-16d 2-10dx1 LUS24 18 1 3 1 4-10d 2-10d + 3% U24 16 1 3 1 4-10d 4-16d 2-10dx1 240 290 445 530 510 610 555 665 + 67% HU26 14 1 3 2 4-16d 2-10dx1 240 290 535 615 670 + 295% DBL 2x4 LUS24-2 18 3 3 2 4-16d 2-16d Lowest U24-2 16 3 3 2 4-10d 4-16d 2-10d 295 355 445 530 510 610 555 665 + 33% HU24-2 14 3 3 2 4-16d 2-10d 300 360 535 615 670 + 240% 2x6 LUS26 18 1 4 1 4-10d 4-10d Lowest LU26 20 1 4 1 6-10d 6-16d 4-10dx1 6% U26 16 1 4 2 6-10d 6-16d 4-10dx1 480 575 665 800 765 920 830 1000 + 43% HU26 14 1 3 2 4-16d 2-10dx1 240 290 535 615 670 + 179% HUS26 16 1 5 3 14-16d 6-16d 1550 1550 2565 2950 3205 + 276% DBL 2x6 LUS26-2 18 3 4 2 4-16d 4-16d Lowest U26-2 16 3 5 2 8-10d 8-16d 4-10d 590 710 890 1065 1020 1225 1110 1330 + 65% HUS26-2 14 3 5 2 4-16d 4-16d 1080 1235 1005 1155 1255 + 172% HU26-2 (Min) 14 3 5 2 8-16d 4-10d 605 725 1070 1235 1340 + 233% HU26-2 (Max) 14 3 5 2 12-16d 6-10d 905 1085 1610 1850 2010 + 254% TPL 2x6 LUS26-3 18 4 4 2 4-16d 4-16d * U26-3 16 4 4 2 8-10d 8-16d 4-10d 590 710 890 1065 1020 1225 1110 1330 * HU26-3 (Min) 14 4 5 2 8-16d 4-10d 605 725 1070 1235 1340 * HU26-3 (Max) 14 4 5 2 12-16d 6-10d 905 1085 1610 1850 2010 * 2x8 LUS26 18 1 4 1 4-10d 4-10d Lowest LU26 20 1 4 1 6-10d 6-16d 4-10dx1 6% LUS28 18 1 6 1 6-10d 4-10d LU28 20 1 6 1 8-10d 8-16d 6-10dx1 39% U26 16 1 4 2 6-10d 6-16d 4-10dx1 480 575 665 800 765 920 830 1000 + 43% HU28 14 1 5 2 6-16d 4-10dx1 480 575 805 925 1005 + 251% HUS26 16 1 5 3 14-16d 6-16d + 276% HUS28 16 1 7 3 22-16d 8-16d 2000 2000 3585 3700 3775 + 409% DBL 2x8 LUS26-2 18 3 4 2 4-16d 4-16d Lowest LUS28-2 18 3 7 2 6-16d 4-16d + 8% U26-2 16 3 5 2 8-10d 8-16d 4-10d 590 710 890 1065 1020 1225 1110 1330 + 65% HUS28-2 14 3 7 2 6-16d 6-16d 1550 1550 1505 1730 1885 + 188% HU28-2 (Min) 14 3 7 2 10-16d 4-10d 605 725 1340 1540 1675 + 397% HU28-2 (Max) 14 3 7 2 14-16d 6-10d 905 1085 1875 2155 2345 + 418% TPL 2x8 LUS28-3 18 4 6 2 6-16d 4-16d * U26-3 16 4 4 2 8-10d 8-16d 4-10d 590 710 890 1065 1020 1225 1110 1330 * 930 1115 1055 1210 1320 735 850 890 1065 1020 1225 1110 1300 930 1115 1275 1470 1595 735 850 1110 1330 1275 1530 1390 1660 2x10 LUS28 18 1 6 1 6-10d 4-10d Lowest LU28 20 1 6 1 8-10d 8-16d 6-10dx1 13% LUS210 18 1 7 1 8-10d 4-10d + 15% LU210 20 1 7 1 10-10d 10-16d 6-10dx1 28% U210 16 1 7 2 10-10d 10-16d 6-10dx1 720 865 1110 1330 1275 1530 1390 1660 + 76% HU210 14 1 7 2 8-16d 4-10dx1 480 575 1070 1235 1340 + 225% HUS210 16 1 9 3 30-16d 10-16d 2845 3000 3775 3920 4020 + 450% DBL 2x10 LUS28-2 18 3 7 2 6-16d 4-16d Lowest LUS210-2 18 3 9 2 8-16d 6-16d + 34% U210-2 16 3 8 2 14-10d 14-16d 6-10d 890 1065 1555 1860 1785 2140 1940 2330 HUS210-2 14 3 9 2 8-16d 8-16d 2160 2590 2010 2310 2510 + 217% HU210-2 (Min) 14 3 8 2 14-16d 6-10d 905 1085 1875 2155 2345 + 441% HU210-2 (Max) HHUS210-2 14 3 8 2 18-16d 10-10d 1505 1810 2410 2775 3015 + 467% TPL 2x10 LUS28-3 18 4 6 2 6-16d 4-16d * * LUS210-3 18 4 8 2 8-16d 6-16d * U210-3 16 4 7 2 14-10d 14-16d 6-10d 890 1065 1555 1860 1785 2140 1940 2330 * HU210-3 (Min) 14 4 8 2 14-16d 6-10d 905 1085 1875 2155 2345 * HU210-3 (Max) HGUS210-3 14 14 14 12 4 8 2 18-16d 10-10d 1505 1810 2410 2775 3015 * * HHUS210-3 Doug Fir Larch/Southern Pine Allowable Loads Lowest 2, 40, 121 4, 37, 87, 121, 133, 140 2, 40, 121 4, 37, 87, 121, 133, 140 2, 40, 121 4, 37, 87, 121, 133, 140 2, 40, 121 4, 37, 87, 121, 133, 140 3 8 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4 4 9 3 30-16d 10-16d 4 46-16d 16-16d 2855 3430 5190 5900 5900 26, 83, 124 1, 84, 121, 133 1, 84, 121, 133 26, 83, 124 26, 83, 124 4, 37, 87, 121, 133 26, 83, 124, 140 1, 84, 121, 133 1, 84, 121, 133 1, 84, 121, 133 9, 121, 133 9, 121, 133 26, 83, 124 26, 83, 124 170 26, 83, 124 2, 40, 121 4, 37, 87, 121, 133, 140 2, 40, 121 4, 37, 87, 121, 133, 140 4, 37, 87, 121, 133 26, 83, 124 26, 83, 124, 140 26, 83, 124 1, 84, 121, 133 1, 84, 121, 133, 140 9, 121, 133 4, 37, 121, 133, 140 133 26, 83, 121, 124 26, 83, 124 26, 83, 124 26, 83, 124 4, 37, 87, 121, 133 * 3630 3630 8780 8940 8940 1140 1165 1265 1455 1585 1710 1745 1765 2030 2210 1140 1165 1265 1455 1585 1710 1745 1765 2030 2210 1140 1165 1265 1455 1585 930 1115 830 955 1040 490 565 665 800 765 920 830 1000 930 1115 1055 1210 1320 735 850 890 1065 1020 1225 1110 1300 1550 1550 2565 2950 3205 1140 1165 1000 1150 1250 1140 1165 1265 1455 1585 245 265 445 530 510 610 555 665 465 490 640 735 800 440 440 765 880 960 930 1115 830 955 1040 490 565 665 800 765 920 830 1000 1140 1165 1000 1150 1250 1140 1165 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, 10dx1 0.148" dia. x 1 long. See page 16-17 for other nail sizes and information. * Hangers do not have an Installed Cost Index. B Available with additional corrosion protection. Check with factory.

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