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Simpson Strong-Tie"Wood Construction Connectors
<br /> Face-Mount Hangers - Solid Sawn Lumber (DF/SP)
<br /> -These products are available with additional corrosion ®For stainless-steel Many of these products are approved for installation
<br /> protection.For more information,see p.14. fasteners,see p.21. with Strong-Drives SD Connector screws.
<br /> See pp.348-352 for more information.
<br /> Dimensions(in.) Fasteners(in.) DF/SP Allowable Loads(lb.) Installed
<br /> Joist Model Min./ Code
<br /> Size No. �a' Max. Uplift Floor Snow Roof Cost Index Ref.
<br /> i W H B Header Joist (160) (100) (1151 (125) (ICI)
<br /> d
<br /> � Sawn Lumber Sizes
<br /> U414 16 3% 10 2 - 1 (16)0.162 x 31h (6)0.148 x 3 990 1 2,305 2,610 2,815 Lowest
<br /> HUS412 14 3§Se 101h 2 - (10)0.162 x 3'h (10)0.162 x 31h 3,435 1 2,635 2,985 3,220 19%
<br /> w 4x16
<br /> 14 39Ae 131 4e 21h Min. (20)0.162 x 31h (8)0.148 x 3 1,510 1 2,980 3,360 3,600 167%
<br /> -0j HU416/HUC416
<br /> = 14 39Ae 13"fie 21h Max. (26)0.162 x 31h (12)0.148 x 3 2,015 3,870 4,365 4,695 178°h
<br /> 3 U66 16 51h 5 2 - (8)0.162 x 31/z (4)0.148 x 3 535 1,150 1 1,305 1,410
<br /> Cl) 6x6 14 51h 4,ie 21h Min. (8)0.162 x 31h (4)0.162 x 31h 895 1,190 1,345 1,440
<br /> ® HU66/HUC66 14 51h 4% 21h Max. (12)0.162 x 31h (6)0.162 x 31h 1,345 1,785 2,015 2,165
<br /> O
<br /> N U66 16 51h 5 2 - (8)0.162 x 31/z (4)0.148 x 3 535 1,150 1,305 1,410 -
<br /> 6x8 HU68/HUC68 14 51h 57% 21h Min. (10)0.162 x 31h (4)0.162 x 31h 895 1,490 1,680 1,800
<br /> ®
<br /> 14 51h 519/ie 21h Max. (14)0.162 x 31h (6)0.162 x 31h 1,345 2,085 2,350 2,530
<br /> U610 16 51h 8.5 2 - (14)0.162 x 31h (6)0.148 x 3 990 2,015 2,280 2,465
<br /> 14 51h 7% 21h Min. (14)0.162 x 3'h (6)0.162 x 31h 1,345 2,085 2,350 2,520
<br /> ® 6x10 HU610/HUC610 14 51h 7% 21h Max. (18)0.162 x 31h (8)0.162 x 31/z 1,795 2.680 3,020 3,250
<br /> ® HUCQ610-SOS 14 51h 9 3 - (12)1/4 x 21h SOS (6)1/4 x 21h S D S 2,325 4,680 5,185 5,185
<br /> 14 51h 9% 21h Min. (16)0.162 x 31h (6)0.162 x 31/z 1,345 2,385 2,690 2.880
<br /> ® HU612/HUC612
<br /> 14 51h 9% 21h Max. (22)0.162 x 31h (8)0.162 x 31 1,795 1 3,275 3,695 3,970 -
<br /> 6x12
<br /> ® HUCQ610-SDS 14 51/z 9 3 - (12)1/4 x 21h SOS (6)'/4 x 21h SOS 2,325 4,680 5,185 5,185
<br /> ® HUC0612-SDS 14 51h 11 3 - (14)1/4 x 21h S D S (6)1/4 x 21h SOS 2,325 5,185 5,185 5,185 IBC,FL,LA
<br /> HU614/HUC614 14 51h 11% 21h Min. (18)0.162 x 31/z (8)0.162 x 31/z 1,780 2,680 3,025 3,240
<br /> �
<br /> 6x14 14 51h 11% 21h I Max. (24)0.162 x 31h (12)0.162 x 31/2 2,695 3,570 4,030 4,335
<br /> ® HUC0610-SDS 14 51h 9 3 - (12)1/4 x 21h SOS (6)1/4 x 21/z SDS 2,325 4,680 5,185 5,185
<br /> ® HUC0612-SDS 14 51h 11 3 - (14)1/4 x 21h SOS (6)1/4 x 21h SOS 2,325 5,185 5,185 5,185
<br /> - HU616/HUC616 14 51h 133h 21h Min. (20)0.162 x 31h (8)0.162 x 31h 1,780 2,980 3,360 3,600
<br /> 6x16 14 51h 133A 21h Max. (26)0.162 x 31h (12)0.162 x 31/z 2,695 3,870 4,365 4,695
<br /> © HUC0612-SDS 14 51h 11 3 - (14)1/4 x 21h SDS (6)1/4 x 21h SO 2,325 5,185 5,185 5,185
<br /> 14 71h 6% j 21h Min. (10)0.162 x 31/z (4)0.162 x 31h 895 1,490 1,680 1,800
<br /> d
<br /> 8x8 HU88/HUC88
<br /> 14 71h 65h 1 21h Max. (14)0.162 x 3'/z (6)0.162 x 31/z 11345 2,085 2,350 2,530
<br /> 14 71h 83A 21h Min. (14)0.162 x 31/z (6)0.162 x Th 1,345 2,085 2,350 2,520 F
<br /> 8x10 HU810/HUC810 c�
<br /> 14 71h 8% 21h Max. (18)0.162 x 3'/z (8)0.162 x 31h 1,795 2,680 3,020 3,250 �
<br /> 14 71h 101h 21h Min. (16)0.162 x 31/e (6)0.162 x 31h 1,345 2,385 2,690 2,880Lo
<br /> 8x12 HU812/HUC812
<br /> 14 71h 101/e 21h Max. (22)0.162 x 31/z (8)0.162 x 31/z 1,795 3,275 3,695 3,970 « 0
<br /> a
<br /> 14 7% 11'h 21h Min. (18)0.162 x 31h (8)0.162 x Th 1,780 2,680 3,025 3,240 «
<br /> 8x14 HU814/HUC814
<br /> 14 71h 117/e 21h Max. (24)0.162 x 31h (12)0.162 x 31h 2,695 3,570 4,030 4,335 o
<br /> N
<br /> 14 Ph 135A 21h Min. (20)0.162 x 31h (8)0.162 x 31h 1.780 2,980 3,360 3,600
<br /> 8x16 HU816/HUC816 N
<br /> 14 71h 135/e 21h Max. (26)0.162 x 31h (12)0.162 x 3Yz 2,695 3,870 4,365 4,695 N
<br /> CU
<br /> 1.Uplift loads have been increased for earthquake or wind loading with no further increase allowed.
<br /> Reduce where other loads govern.
<br /> 2.For minimum nailing quantity and load values,fill all round holes;for maximum nailing quantity and load values,
<br /> fill all round and triangular holes. • •
<br /> 3.DF/SP loads can be used for SCL with an equivalent specific gravity of 0.50 or greater.
<br /> 4.Truss chord cross-grain tension may limit allowable loads in accordance with ANSI/TPI 1-2014. •
<br /> Simpson Strong-Tie°Connector Selector®software includes the evaluation of cross-grain tension in °
<br /> its hanger allowable loads.For additional information,contact Simpson Strong-Tie. • H
<br /> 5.Fasteners:Nail dimensions are listed diameter by length.See pp.21-22 for fastener information. °
<br /> 6.Hangers with an.*"do not have an Installed Cost Index.
<br /> Codes:See p.11 for Code Reference Key Chart
<br /> 108
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