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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-Drive 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 Ga. Mind Cost IndexF)e
<br /> Size No. w HFBMax. Header Joist Uplift Floor Snow Roof (ICI)
<br /> (160) (100) (115) (125)
<br /> � Sawn Lumber Sizes
<br /> t�C U414 16 39/e 10 2 — (16)0.162 x 31/2 (6)0.148 x 3 990 2,305 2,610 2,815 Lowest
<br /> 4x16 HUS412 14 3ar46 101h 2 — (10)0.162 x 31/2 (10)0.162 x 31/2 3,435 2,635 2.985 3,220 19%
<br /> v
<br /> 14 3'A6 13"A6 21/2 Min. (20)0.162 x 3Yz (8)0.148 x 3 1,510 2,980 3,360 3,600 167%
<br /> HU416/HUC416
<br /> � 14 3ar46 13"fi6 2//z Max. (26)0.162 x 3'/z (12)0.148 x 3 2,015 3,870 4,365 4,695 178%
<br /> 3 U66 16 51/a 5 2 — (8)0.162 x 31/2 (4)0.148 x 3 535 1,150 1,305 1,410
<br /> R
<br /> 6x6 14 51/2 43/i6 21/2 Min. (8)0.162 x 31/z (4)0.162 x 31/2 895 1,190 1,345 1,440
<br /> a ® HU66/HUC66
<br /> 14 51/2 43A6 21/2 Max. (12)0.162 x 31/2 (6)0.162 x 31h 1.345 1,785 2,015 2,165
<br /> V) U66 16 51h 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 51/2 51�6 21/2 Min. (10)0.162 x 31/2 (4)0.162 x 31/2895 1.490 1,680 1,800
<br /> ®
<br /> 14 51/2 513/6 21/2 Max. (14)0.162 x 31/2 (6)0.162 x 31/2 1,345 21085 2.350 2,530
<br /> U610 16 51/z 8.5 2 — (14)0.162 x 31/2 (6)0.148 x 3 990 2,015 2.280 2,465
<br /> 6x10 HU610/HUC610 14 51/2 7% 21/2 Min. (14)0.162 x 31/2 (6)0.162 x 31/2 1,345 2,085 2,350 2,520
<br /> ©
<br /> 14 51/2 75/a 21/z Max. (18)0.162 x 31/z (8)0.162 x 3'/z 1,795 2,680 3,020 3,250
<br /> ® HUC0610-SDS 14 51/z 9 3 — (12)1/4 x 2Yz SDS (6)Ya x 21/z SDS 2,325 4,680 5,185 5,185
<br /> HU612/HUC612 14 51/2 93A 21/2 Min. (16)0.162 x 31/2 (6)0.162 x 31/2 1,345 2,385 2,690 2,880
<br /> ®
<br /> 14 51/z 93/8 21/2 Max. (22)0.162 x 3Yz (8)0.162 x 31/2 1,795 3,275 3,695 3,970
<br /> 6x12
<br /> ® HUC0610-SDS 14 51/2 9 3 — (12)1/a x 21h SDS (6)1/4 x 21/z SDS 2.325 4.680 5,185 5,185
<br /> ® HUC0612-SDS 14 51/2 11 3 — (14)1/4 x 21/2 SDS (6)1/4 x 21/2 SDS 2,325 5,185 5,185 5,185 IBC,FL,LA
<br /> - HU614/HUC614 14 51/2 115/a 21/2 Min. (18)0.162 x 31/2 (8)0.162 x 31/2 1,780 2,680 3,025 3,240
<br /> 14 5Yz 115/a 2Yz Max. (24)0.162 x 31/2 (12)0.162 x 31/2 2,695 3,570 4,030 4,335
<br /> 604
<br /> ® HUC0610-SDS 14 5Yz 9 3 — (12)1/4 x 21/2 SDS (6)1/4 x 21/2 SDS 2,325 4,680 5,185 5,185
<br /> ® HUC0612-SDS 14 51/2 11 3 — (14)1/4 x 21/2 SDS (6)14 x 2Yz SDS 2,325 5,185 5,185 5,185
<br /> HU616/HUC616 14 51/2 133/8 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 /> 6x16 14 51/2 131/8 21/2 Max. (26)0.162 x 31/2 (12)0.162 x 31/2 2,695 3,870 4,365 4,695
<br /> ® HUC0612-SDS 14 51/2 11 3 — (14)1/4 x 21/2 SDS (6)1/4 x 21/2 SDS 2,325 5,185 5,185 1 5,185
<br /> 14 71/2 65/a 21/2 Min. (10)0.162 x 31/2 (4)0.162 x 3'h 895 1,490 1.680 1 1,800
<br /> 8x8 HU88/HUC88 a
<br /> 14 71/2 65/a 21/2 Max. (14)0.162 x 31/2 (6)0.162 x 31/2 1,345 2,085 21350 1 2,530 p
<br /> U
<br /> 14 71/2 83/a 21h Min. (14)0.162 x 31/2 (6)0.162 x 31/2 1,345 2,085 2,350 2,520 F
<br /> 800 HU810/HUC810
<br /> 14 71/z 8% 21/2 Max. (18)0.162 x 31/2 (8)0.162 x 31/2 1.795 2,680 3,020 3,250 0
<br /> 14 71h 10'/a 2Yz Min. (16)0.162 x 31/2 (6)0.162 x 31/2 1,345 2,385 2,690 2,880 �
<br /> 8x12 HU812/HUC812
<br /> 14 71/2 10'A 21/2 Max. (22)0.162 x 31/2 (8)0.162 x 31/2 1.795 3,275 3,695 3.970 0
<br /> a
<br /> 8x14 HU814/HUC814
<br /> 14 71/2 11'/a 21h Min. (18)0.162 x 31/2 (8)0.162 x 31/2 1,780 2,680 3,025 3,240
<br /> � `A
<br /> 14 71/z 117/a 2Yz Max. (24)0.162 x 31/2 (12)0.162 x 31/2 2.695 3,570 4,030 4,335 N
<br /> 0
<br /> N
<br /> 14 71h 135/a 21/z Min. (20)0.162 x 31/z (8)0.162 x 31/2 1,780 2,980 3,360 3,600
<br /> 8x16 HU816/HUC816 14 71/2 135/8 2Yz Max. (26)0.162 x 31/2 (12)0.162 x 31/2 2,695 3,870 1 4,365 4,695
<br /> N
<br /> U
<br /> 1.Uplift loads have been increased for earthquake or wind loading with no further increase allowed. 0
<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-Ties Connector Selectors software includes the evaluation of cross-grain tension in °
<br /> its hanger allowable loads.For additional information,contact Simpson Strong-Tie.
<br /> °
<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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