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Simpso ... Construction Connectorsa
<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
<br /> Joist Model Min./ Cost Index Code
<br /> i Size No. 8a• W H B Max Header Joist Uplift Floor Snow Roof (ICI) Ref.
<br /> 4) (160) (100) (115) (125)
<br /> C
<br /> Sawn Lumber Sizes
<br /> = U414 16 3% 10 1 2 - (16)0.162 x 31h (6)0.148 x 3 990 2,305 2,610 2,815 Lowest
<br /> N 4x16 HUS412 14 3% 101h 2 - (10)0.162 x 31h (10)0.162 x 31/2 3,435 2,635 2,985 3,220 19%
<br /> 7 HU416/HUC416 14 39A6 13"/ie 2% Min. (20)0.162 x 31h (8)0.148 x 3 1,510 2,980 3,360 3,600 167%
<br /> = 14 39A6 131146 21h Max. (26)0.162 x 31/2 (12)0.148 x 3 2,015 3,870 4,365 4,695 178%
<br /> U66 16 51h 5 2 - (8)0.162 x 31h (4)0.148 x 3 535 1,150 1,305 1,410 -
<br /> 0) 6x6 14 51h 06 21/2 Min. (8)0.162 x 31/2 (4)0.162 x 31h 895 1,190 1,345 1,440 -
<br /> �_ ® HU66/HUC66
<br /> 14 51h 4 A6 21/2 Max. (12)0.162 x 31/2 (6)0.162 x 31h 1,345 1,785 2,015 2,165
<br /> O
<br /> tq 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 HU68/HUC68 14 51h 51�6 21h Min. (10)0.162 x 31h (4)0.162 x 31/2 895 1,490 1,680 1,800
<br /> ® `
<br /> 14 51h 513/6 2% 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 /> ® 600 HU610/HUC610 14 51h 75A 21/2 Min. (14)0.162 x 31h (6)0.162 x 31h 1,345 2,085 2,350 2,520 -
<br /> 14 51h 75/a 21h Max. (18)0.162 x 31h (8)0.162 x 31/2 1,795 2,680 3,020 3,250 -
<br /> © HUC0610-SDS 14 51h 9 3 - (12)1/4 x 21h SDS (6)1/4 x 21/2 SOS 2,325 4,680 5,185 5,185 HU612/HUC612 -
<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 /> © `
<br /> 6x12
<br /> 14 51/2 93A 21h Max. (22)0.162 x 31h (8)0.162 x 3% 1,795 3,275 3,695 3,970
<br /> `
<br /> ® HUC0610-SDS 14 5% 9 3 - (12)1/,x 21h SOS (6)1/4 x 21h SOS 2,325 4,680 1 5,185 5,185 -
<br /> ® HUC0612-SDS 14 51h 11 3 - (14)1/4 x 21h SOS (6)1/4 x 21/2 SDS 2,325 5,185 1 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 31/2 1,780 2,680 1 3,025 3,240
<br /> 6x14
<br /> 14 51h 11% 21h Max. (24)0.162 x 31h (12)0.162 x 31h 2,695 3,570 4,030 4,335
<br /> -
<br /> ® HUC0610-SDS 14 51/2 9 3 - (12)1/4 x 21h SDS (6)1/4 x 21h SOS 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 1 5,185 5,185 1 5,185 -
<br /> HU616/HUC616 14 51h 13% 21h Min. (20)0.162 x 31h (8)0.162 x 31/2 1,780 2,980 3,360 1 3,600
<br /> 6x16 14 51h 133A 21h Max. (26)0.162 x 31h (12)0.162 x 31h 2,695 3,870 4,365 4,695 -
<br /> ® HUC0612-SDS 14 51h 11 3 - (14)'/,x 21h SOS (6)1/4 x 21/2 S D S 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
<br /> 14 71h 65/a 21/2 Max. (14)0.162 x 31/2 (6)0.162 x 31h 1,345 2,085 2,350 2,530
<br /> 8x10 HU810/HUC810
<br /> 14 71h 8% 21h Min. (14)0.162 x 31h (6)0.162 x 31h 1,345 2,085 2,350 2,520 � 1L
<br /> � �
<br /> 14 71h 8% 21h Max. (18)0.162 x 31h (8)0.162 x 31h 1,795 2,680 3,020 3,250 z
<br /> 14 71h 101/a 21h Min. (16)0.162 x 31h (6)0.162 x 31h 1,345 2,385 2,690 2,880 - 0
<br /> 8x12 HU812/HUC812 0
<br /> rn
<br /> 14 71h 101/a 21/2 Max. (22)0.162 x 31h (8)0.162 x 31h 1,795 3,275 3,695 3,970 p
<br /> 0
<br /> 14 71h 111/fi 1 21h Min. (18)0.162 x 31h (8)0.162 x 31h 1,780 2,680 3,025 3,240 a_
<br /> 8x14 HU814/HUC814 -i
<br /> 14 71h 117A 21/2 Max. (24)0.162 x 31h (12)0.162 x 31/2 2,695 3,570 4,030 4,335
<br /> 14 71h 13% 21h Min. (20)0.162 x 31h (8)0.162 x 31/2 1,780 2,980 3,360 3,600 - a
<br /> 8x16 HU816 HUC816� / ,-
<br /> 14 71h 13% 21h Max. (26)0.162 x 31h 1 (12)0.162 x 31/2 1 2,695 3,870 4,365 4,695 N
<br /> U
<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. o
<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. ° o
<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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