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Simpson Strong ood 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 Min./ Code
<br /> W Size No. 6a' W H 8 Max. Header Joist Uplift Floor Snow Roof Cast(iCli;ex Ref.
<br /> (160) (100) (115) (125)
<br /> Sawn Lumber Sizes
<br /> C
<br /> = U414 16 39A6 10 2 - (16)0.162 x 31h (6)0.148 x 3 990 2,305 2,610 2,815 Lowest
<br /> t�A 4x16 HUS412 14 39A6 10% 2 - (10)0.162 x 31/2 (10)0.162 x 31/2 3,435 2,635 2,985 3,220 19%
<br /> p 14 3§%6 13"A6 21h Min. (20)0.162 x 31/2 (8)0.148 x 3 1,510 2,980 3,360 3,600 167%
<br /> HU416/HUC416 14 3% 1311ti6 21h Max. (26)0.162 x 31h (12)0.148 x 3 2,015 3,870 4,365 4,695 178%
<br /> C
<br /> U66 16 51h 5 2 - (8)0.162 x 31h (4)0,148 x 3 535 1,150 1,305 1,410 -
<br /> 6x6 14 51h 4IA6 21h Min. (8)0.162 x 31/2 (4)0.162 x 31h 895 1 1,190 1,345 1,440
<br /> ® HU66/HUC66
<br /> 14 51h 41A6 21/2 Max. (12)0.162 x 31h (6)0.162 x 31/2 1,345 1,785 2,015 2,165
<br /> O
<br /> N 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 51h 51-346 21h Min. (10)0.162 x 31h (4)0.162 x 31h 895 1,490 1,680 1,800
<br /> ®
<br /> 14 51h 514146 21h Max. (14)0.162 x 3Yz (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
<br /> 6x10 HU610/HUC610 14 51h 7% 21h Min. (14)0.162 x 31/2 (6)0.162 x 31/2 1,345 2,085 2,350 2,520
<br /> ©
<br /> 14 51h 7% 21h Max. (18)0.162 x 31/2 (8)0.162 x 31h 1,795 2,680 3,020 3,250 -
<br /> ® HUC0610-SDS 14 51/z 9 3 - (12)1/4 x 21h SOS (6)1/4 x 21h SDS 2,325 4,680 5,185 5,185
<br /> HU612/HUC612 14 51h 9% 21h Min. (16)0.162 x 31/2 (6)0.162 x 31/2 1,345 2,385 2,690 2,880
<br /> ®
<br /> 6x12 14 51h 93A 21h Max. (22)0.162 x 31h (8)0.162 x 31h 1,795 3,275 3,695 3,970 -
<br /> ® HUCQ610-SDS 14 51/2 9 3 - (12)1/4 x 21h SDS (6)1/4 x 21/2 SDS 2,325 4,680 5,185 5,185
<br /> ® HUC0612-SDS 14 5% 11 3 - (14)Y4 x 21h SIDS (6)1/4 x 21h SDS 2,325 5,185 5,185 1 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 3,025 3,240
<br /> �
<br /> 6x14 1
<br /> 14 51h 11% 21/2 Max. (24)0.162 x 31h (12)0.162 x 31h 2,695 3,570 4,030 4,335
<br /> ® HUC0610-SDS 14 51h 9 3 - (12)1/4 x 21h SIDS (6)1/4 x 21/2 SDS 2,325 4,680 5,185 5,185 -
<br /> ® HUC0612-SDS 14 51h 11 3 - (14)1A x 21h SDS (6)1/4 x 21/2 SDS 2,325 5,185 5,185 5,185 HU616/HUC616 -
<br /> 14 51/2 13% 21h Min. (20)0.162 x 31h (8)0.162 x 31/2 1,780 2,980 3,360 3,600
<br /> �
<br /> 6x16 14 51/z 13% 21/2 Max. (26)0.162 x 31h (12)0.162 x 31/2 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 SDS 2,325 5,185 5,185 5,185 z
<br /> 14 71/2 65r% 21/2 Min. (10)0.162 x 31h (4)0.162 x 31/2 895 1,490 1,680 1,800
<br /> 8x8 HU88/HUC88 14 71h 63% 21h Max. (14)0.162 x 31/2 (6)0.162 x 31h 1,345 2,085 2,350 2,530
<br /> 8
<br /> 14 71/2 8% 21/2 Min. (14)0.162 x 31h (6)0.162 x 31h 1,345 2,085 2,350 2,520 F
<br /> 8x10 HU810/HUC810
<br /> 14 71h 83A 21h Max. (18)0.162 x 31h (8)0.162 x 31h 1,795 2,680 3,020 3,250 0
<br /> 0
<br /> 802 HU812/HUC812 14 71h 101A 21/2 Min. (16)0.162 x 31h (6)0.162 x 31h 1 1,345 2,385 2,690 2,880
<br /> 14 71h 10% 21h Max. (22)0.162 x 31h (8)0.162 x 31/2 1,795 3,275 3,695 3,970 00
<br /> N
<br /> 14 71/z 117/e 21h Min. (18)0.162 x 31/2 (8)0.162 x 31/2 1,780 2,680 1 3,025 3,240 T
<br /> 8x14 HU814/HUC814
<br /> 14 71h 117/6 21h Max. (24)0.162 x 31h (12)0.162 x 31/2 2,695 3,570 41030 41335
<br /> 8x16 HU816/HUC816 14 71h 135h 21/2 Min. (20)0.162 x 31h (8)0.162 x 31/2 1,780 2,980 3,360 3,600
<br /> �
<br /> 14 71h 13% 21h Max. (26)0.162 x 31h 1 (12)0.162 x 31/2 2,695 1 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. ci
<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 ANSV PI 1-2014. o •
<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 b length.See 21-22 for fastener information.
<br /> Y 9t pp. 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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