Page 74 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

75 Solid Sawn Connectors FACE MOUNT HANGERS SOLID SAWN LUMBER (SPF) Joist Size Model No. Ga Dimensions Fasteners Spruce-Pine-Fir Allowable Loads 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 U46 16 3 4 2 8-10d 8-16d 4-10d 510 615 770 920 885 1060 960 1150 LUS48 18 3 6 2 6-16d 4-16d HUS48 14 3 6 2 6-16d 6-16d 1315 1550 1240 1425 1550 HU48 (Min) 14 3 6 2 10-16d 4-10d 525 625 1160 1335 1450 HU48 (Max) 14 3 6 2 14-16d 6-10d 785 940 1625 1870 2030 4x10 LUS48 18 3 6 2 6-16d 4-16d LUS410 18 3 8 2 8-16d 6-16d U410 16 3 8 2 14-10d 14-16d 6-10d 770 920 1345 1610 1545 1850 1680 2010 HUS410 14 3 8 2 8-16d 8-16d 1755 2105 1650 1900 2065 HU410 (Min) 14 3 8 2 14-16d 6-10d 785 940 1625 1870 2030 HU410 (Max) 14 3 8 2 18-16d 10-10d 1305 1570 2090 2400 2610 4x12 LUS410 18 3 8 2 8-16d 6-16d LUS414 18 3 10 2 10-16d 6-16d U410 16 3 8 2 14-10d 14-16d 6-10d 770 920 1345 1610 1545 1850 1680 2010 HUS410 14 3 8 2 8-16d 8-16d 1755 2105 1650 1900 2065 HUS412 14 3 10 2 10-16d 10-16d 2195 2630 2065 2375 2580 HU412 (Min) 14 3 10 2 16-16d 6-10d 785 940 1855 2135 2320 HU412 (Max) 14 3 10 2 22-16d 10-10d 1305 1570 2550 2935 3190 4x14 LUS410 18 3 8 2 8-16d 6-16d LUS414 18 3 10 2 10-16d 6-16d U414 16 3 10 2 16-10d 16-16d 6-10d 770 920 1535 1840 1765 2115 1920 2300 HUS412 14 3 10 2 10-16d 10-16d 2195 2630 2065 2375 2580 HU414 (Min) 14 3 12 2 18-16d 8-10d 1045 1255 2090 2400 2610 HU414 (Max) 14 3 12 2 24-16d 12-10d 1570 1880 2785 3200 3480 4x16 U414 16 3 10 2 16-10d 16-16d 6-10d 770 920 1535 1840 1765 2115 1920 2300 HUS412 14 3 10 2 10-16d 10-16d 2195 2630 2065 2375 2580 HU416 (Min) 14 3 13 2 20-16d 8-10d 1045 1255 2320 2670 2900 HU416 (Max) 14 3 13 2 26-16d 12-10d 1570 1880 3015 3470 3770 6x6 U66 16 5 5 2 8-10d 8-16d 4-10d 590 710 770 920 885 1060 960 1150 HU66 (Min) 14 5 4 2 8-16d 4-16d 715 860 930 1065 1160 HU66 (Max) 14 5 4 2 12-16d 6-16d 1070 1285 1390 1600 1740 6x8 U66 16 5 5 2 8-10d 8-16d 4-10d 590 710 770 920 885 1060 960 1150 HU68 (Min) 14 5 5 2 10-16d 4-16d 715 860 1160 1335 1450 HU68 (Max) 14 5 5 2 14-16d 6-16d 1070 1285 1625 1870 2030 6x10 U610 16 5 8 2 14-10d 14-16d 6-10d 890 1065 1345 1610 1545 1850 1680 2010 HU610 (Min) 14 5 7 2 14-16d 6-16d 1070 1285 1625 1870 2030 HU610 (Max) 14 5 7 2 18-16d 8-16d 1430 1715 2090 2400 2610 6x12 HU612 (Min) 14 5 9 2 16-16d 6-16d 1070 1285 1855 2135 2320 HU612 (Max) 14 5 9 2 22-16d 8-16d 1430 1715 2550 2935 3190 6x14 HU614 (Min) 14 5 11 2 18-16d 8-16d 1430 1715 2090 2400 2610 HU614 (Max) 14 5 11 2 24-16d 12-16d 2145 2575 2785 3200 3480 6x16 HU616 (Min) 14 5 12 2 20-16d 8-16d 1430 1715 2320 2670 2900 HU616 (Max) 14 5 12 2 26-16d 12-16d 2145 2575 3015 3470 3770 8x8 HU88 (Min) 14 7 6 2 10-16d 4-16d 715 860 1160 1335 1450 HU88 (Max) 14 7 6 2 14-16d 6-16d 1070 1285 1625 1870 2030 8x10 HU810 (Min) 14 7 8 2 14-16d 6-16d 1070 1285 1625 1870 2030 HU810 (Max) 14 7 8 2 18-16d 8-16d 1430 1715 2090 2400 2610 8x12 HU812 (Min) 14 7 10 2 16-16d 6-16d 1070 1285 1855 2135 2320 HU812 (Max) 14 7 10 2 22-16d 8-16d 1430 1715 2550 2935 3190 8x14 HU814 (Min) 14 7 11 2 18-16d 8-16d 1430 1715 2090 2400 2610 HU814 (Max) 14 7 11 2 24-16d 12-16d 2145 2575 2785 3200 3480 8x16 HU816 (Min) 14 7 13 2 20-16d 8-16d 1430 1715 2320 2670 2900 HU816 (Max) 14 7 13 2 26-16d 12-16d 2145 2575 3015 3470 3770 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, 124 925 1115 820 945 1025 925 1115 1050 1210 1315 925 1115 1050 1210 1315 1390 1670 1465 1680 1830 1390 1670 1465 1680 1830 1390 1670 1695 1945 2115 1390 1670 1465 1680 1830 1390 1670 1695 1945 2115 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.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. 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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