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Simpson Strong-Tie"Wood Construction Connectors I mak
<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-DriveO SD Connector screws.
<br /> See pp.348-352 for more information.
<br /> Dimensions(in.) Fasteners(in.) DF/SP Allowable Loads(lb.) Installed Code
<br /> Joist Model Min./
<br /> Cost Index
<br /> N Size No. Ga. W H B Max. Header Joist Uplift Floor Snow Roof Ref.
<br /> (160) (100) (115) (125) (ICI)
<br /> C
<br /> Sawn Lumber Sizes
<br /> = U414 16 3% 10 2 - 1 (16)0.162 x 31h (6)0.148 x 3 990 2,305 2,610 2,815 Lowest
<br /> 4' 4x16 HUS412 14 3% 101h 2 - (10)0.162 x 31h (10)0.162 x 31h 3,435 2,635 2,985 3,220 19%
<br /> p 14 39A6 13'14e 21/2 Min. (20)0.162 x 31h (8)0.148 x 3 1,510 2,980 3,360 3,600 167%
<br /> -� HU416/HUC416
<br /> 14 3948 131% 21h Max. (26)0.162 x 3'/2 (12)0.148 x 3 2,015 3,870 4,365 4,695 178%
<br /> U66 16 51h 5 2 - (8)0.162 x 31/2 (4)0.148 x 3 535 1,150 1,305 1,410
<br /> C0 6x6 14 51h 43i6 21h Min. (8)0.162 x 31h (4)0.162 x Th 895 1,190 1,345 1,440
<br /> © HU66/HUC66
<br /> 14 51h 0s 21h Max. (12)0.162 x 31h (6)0.162 x Th 1,345 1,785 2,015 2,165 -
<br /> O
<br /> N U66 16 51/2 5 2 - (8)0.162 x 31/2 (4)0.148 x 3 535 1,150 1,305 1,410
<br /> 6x8 C68 14 51h 51% 21h Min. (10)0.162 x 31/2 (4)0.162 x 31/2 895 1,490 1,680 1,800
<br /> ® HU68/HU
<br /> 14 51h 51-M, 21/2 Max. (14)0.162 x Th (6)0.162 x 31h 1,345 2,085 2,350 2,530
<br /> U610 16 51h 8.5 2 - (14)0.162 x 31/2 (6)0.148 x 3 990 2,015 2,280 2,465 6x10 HU610/HUC610 -
<br /> 14 51/2 75/a 21h Min. (14)0.162 x 31h (6)0.162 x 31/2 1,345 2,085 2,350 2,520
<br /> ®
<br /> 14 51h 7% 21/2 Max. (18)0.162 x 31h (8)0.162 x Th 1,795 2.680 3,020 3,250
<br /> © HUC0610-SDS 14 51/2 9 3 - (12)1/4 x 21/2 SOS (6)1/4 x 21/2 S D S 2,325 4,680 5,185 5,185
<br /> ® HU612/HUC612 14 51h 9% 21/2 Min. (16)0.162 x 31/2 (6)0.162 x 31/2 1,345 2,385 2,690 2,880 6x12 -
<br /> 14 51h 9% 21/2 Max. (22)0.162 x 31/2 (8)0.162 x 31h 1,795 3,275 3,695 3,970
<br /> © HUC0610-SDS 14 51/2 9 3 - (12)'/4 x 21/2 SOS (6)1/4 x 21h SOS 2,325 4,680 5,185 5,185 -
<br /> ® HUC0612-SDS 14 5% 11 3 - (14)1/4 x 21h SOS (6)1/4 x 21/2 SOS 2,325 5,185 5,185 5,185 IBC,FL,LA
<br /> HU614/HUC614 14 51h 11% 21h Min. (18)0.162 x 31/2 (8)0.162 x Th 1.780 2,680 3,025 3,240
<br /> �
<br /> 6x14 14 51h 11% 21h Max. (24)0.162 x Th (12)0.162 x 31/2 2,695 3,570 4,030 4,335
<br /> ® HUC0610-SDS 14 51/2 9 3 - (12)1/4 x 21h SOS (6)1/4 x 21/2 S D S 2,325 4,680 5,185 5,185 -
<br /> ® HUCQ612-SDS 14 51h 11 3 - (14)1/4 x 21h SOS (6)1/4 x 21/2 S D S 2,325 5,185 5,185 5,185
<br /> 14 51/2 133A 21/2 Min. (20)0.162 x 31h (8)0.162 x 3% 1,780 2,980 3,360 3,600
<br /> HU616/HUC616
<br /> 6x16 14 51h 133A 21h Max. (26)0.162 x 31/2 (12)0.162 x 31h 2,695 3,870 4,365 4,695
<br /> ® HUCQ612-SDS 14 51h 11 3 - (14)'/4 x 2'h SDS (6)1/4 x 21h SOS 2,325 5,185 5,185 5,185 - z
<br /> 14 71h 6% 21h Min. (10)0.162 x 31h (4)0.162 x 31h 895 1,490 1,680 1,800 �
<br /> 8x8 HU88/HUC88 a
<br /> 14 71h 6% 2% Max. (14)0.162 x 31/2 (6)0.162 x 31h 1,345 2,085 2,350 2,530 1
<br /> 2
<br /> 14 71/2 8% 21h Min. (14)0.162 x 31/2 (6)0.162 x 31h 1,345 2,085 2,350 2,520 W
<br /> 8x10 HU810/HUC810 F7
<br /> 14 71h 8% 21h Max. (18)0.162 x 31/2 (8)0.162 x Th 1,795 2,680 3,020 3,250 - z
<br /> 0
<br /> Sx12 HU812/HUC812 14 71h 101A 21h Min. (16)0.162 x 31h (6)0.162 x 31h 1,345 2,385 2.690 2,880 -
<br /> �
<br /> 14 71h 101/8 21h Max. (22)0.162 x 31/2 (8)0.162 x Th 1,795 3,275 3,695 3,970 o
<br /> 0
<br /> 14 712 117A 21h Min. (18)0.162 x 31/2 (8)0.162 x 31/2 1,780 2,680 3,025 3.240
<br /> 8x14 HU814/HUC814 u1
<br /> 141 71/2 11'/e 21h I Max. (24)0.162 x 31h (12)0.162 x 31h 2,695 3,570 4,030 4,335 N
<br /> 0
<br /> Sxt6 HU816/HUC816 14 71/2 13% 21/2 Min. (20)0.162 x 31/2 (8)0.162 x 31/2 1,780 2,980 3,360 3,600
<br /> �
<br /> 14 1 71h 135h 21h Max. (26)0.162 x 31h 1 (12)0.162 x 31h 2,695 3,870 4,365 4,695 N
<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 /> 0
<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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