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Simpson Strong-Tie®Wood Construction Connectors SIMPSON
<br /> LTT/HTT Strong-Tie
<br /> Tension Ties (cont.)
<br /> -These products are available with additional corrosion protection. e n Many of these products are approved for installation with Strong-Drive® 0
<br /> For more information,see p.15. SD Connector screws.See pp.335-337 for more information. CO
<br /> C'
<br /> Dimensions Fasteners Minimum Allowable Tension Loads ? '
<br /> (in.) Seat (1n.) Wood (160) Deflection o
<br /> Model at Highest Code -
<br /> No. Ga. Thickness Anchor Member Allowable Ref.
<br /> W L CL (1n.) Bolts Wood Size DF/SP SPF/HF Load
<br /> Diameter
<br /> I F
<br /> Fasteners (in,)
<br /> (8)0.148 x 11/2 11 x31/2 1,310 1,125 0.18
<br /> LTT19 16 13/4 191/2 13/8 5'46 1/2'S/6 (8)0.148 x 11/2 3 x 31/2 1,310 1,125 0.18
<br /> Or 3/4
<br /> (8)0.148 x 3 3 x 31/2 1,340 1,150 0.157
<br /> (10)0.148 x 11 3 x 31/ 1,355 1,165 0.195 IBC,FL,LA
<br /> LTT2OB 12 2 193/4 11 ;16 or'95 (10)0.148 x 3 3 x 31/2 1,500 1,290 0.185
<br /> (2)1/2 Bolt 3 x 31/2 1,625 1,400 0.183
<br /> LTTI31 18 33/4 31 13/8 1/4 5/8 (18)0.148 x 11/2 3 x 31/2 1,350 1,160 0.193
<br /> (18)0.148 x 11/2 11/2 x 31/2 3,000 2,580 0.09 —
<br /> (18)0.148 x 11/2 3 x 31/2 3,610 3,105 0.086
<br /> IBC,FL,LA
<br /> HTT4 11 21/2 12% 1 66 7A13 % (18)0.162 x 21h 3 x 31/2 4,235 3,640 0.123
<br /> (18)SD#10 x 11/2 11/2 x 51/2 4,455 3,830 0.112
<br /> (18)SD#10x11 3x31/2 4,455 3,830 0.112
<br /> (26)0.148 x 11 3 x 31 4,350 3,740 0.12
<br /> (26)0.148 x 3 3 x 31/2 4,670 4,015 0.116 IBC,FL,LA
<br /> HITS 11 21/2 16 1 V16 7A6 5
<br /> (26)0.162 x 21/2 3 x 31/2 5,0902 4,3752 0.135
<br /> (26)SD#10 x 11/2 11/2 x 51/2 4,555 3,915 0.114 —
<br /> HTT5KT 11 21 16 1`V116 7A6 % (26)SD#10 x 21% 3 x 31 5,445 5,360 0.103 —
<br /> (26)0.148 x 11 11h x 51 4,065 3,495 0.103
<br /> HTT5-3/4 11 21 16 1%6 Me 3/4 (26)0.162 x 21/2 3 x 31/2 5,090 4,375 0.121 IBC,FL
<br /> z
<br /> (26)SD#10 x 11/2 11/2 x 71/4 4,830 4,155 0.1
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<br /> 0 1.LTTI31 installed flush with concrete or masonry has an allowable load of 2,285 lb.
<br /> FF 2.Allowable load for HTT5 with a BP 5/8-2 bearing-plate washer installed in the seat of the holdown is 5,295 lb.for DF/SP and 4,555 lb.for SPF/H
<br /> c� 3.Fasteners:Nail dimensions in the table are listed diameter by length.SD and SDS screws are Strong-Drive®screws.See pp.21-22 for fastener information.
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<br /> 2 Table 1 — Anchorage Selection Guide for Holdowns Attached to DF/SP Lumber
<br /> Stemwall Slab on Grade -
<br /> -1
<br /> Haldown Stemwall Wind and Seismic Design Wind and Seismic Des gn
<br /> 5 on imer Seismic Design Category C-F Seismic Design Category C-F
<br /> N LIMI�er Width Category 488 Category A80
<br /> O DO Midw_all/Corner End Wall Midwall/Corner End Wall Midwall/Corner Garage Curb Midwall/Corner i Game Cut
<br /> m HDU2 6 SSTB16 55TB24 SSTB16 SS1816 i SSTB20'(2,960,
<br /> N HDU4 6 SST824'N,470) SB%IQ4 SS1816 ISSTB2PNA701 SSTB20 I SB%e24 We've made selecting
<br /> HDU5 6 SB%224 SB%x24 55T820 S1314/24 SST824 I SB%x24-
<br /> o ? DUB H S -_-3S1B28 $STB28'p615) SB'ex24' 0,5, PA87 SST6:8 $$T628 the right anchor bolt
<br /> � ,4 2. 8008 8 SB4 PA87 PAR PA87 SS(Br8 SST828 I PA87
<br /> HH0011 Table 2 —Anchorage Selection Guide for Holdowns Attached to SPF/HF Lumber for the holdown
<br /> HDU14
<br /> HHD014 Stemwall -- Slab on Grade
<br /> noldmei Stemwall Wind nd seismic Des9n WlrM arrd Sersmk Design easier. Check out our
<br /> ' LIT 19 $PF/HF Wdlh Category ABB Seismic Design Categories C-F Category A&B Seismic Design Categories C-F
<br /> LT T20B Lumber Un.) Midwall/Corner I End Wall Midwall/Corner End Wall Midwall/Corner Garage Curb Midwall/Corner Garage Curb
<br /> L1131 - HDH2 6 SSTB16 SSTB16 SSTB16
<br /> ;I,I IIIG Holdown Anchorage
<br /> HTT4 __ HDU4 6 SS1616 5STB24 SS1B16 SSTB16 111i1524 Solutions table on
<br /> HT15 HDU5 6 SS1320'(4.040) S834424 SSTB16 551620'14,040) 35T820
<br /> -
<br /> ___ __—- -
<br /> HD3R 1 HOUB 8 SST828 SS1828 SST828 SST828 5.116.15
<br /> 11 4050 8208 8 SST82B S0TB28 SST828'(6,305( SST828 SSTB28 1,E:'i< p. 44 or the Connector
<br /> 80011 8 501 30 PABB _ SB1x30 PA88
<br /> H07B S81330 SB,x30
<br /> HD9B HHD011 8 S61 30 PABB PABB Anchor Selector
<br /> HD12 - HDU14- — 7A88 PA88 :Mix30 I 5131x30
<br /> Soe„be_ .
<br /> tes b, HHD014
<br /> -. .
<br /> LTT19— online.
<br /> LTT20B 6 SSTB'6 SST1316 SSTB16 SSTS(6
<br /> LTI31 6
<br /> HTT4 6 yI 001816'(3.610) SB%x24 SSi816 221816'(3,610)j SSt816 S8%o24
<br /> Liiiiiiiimai �HTTS F CCT0.2d CR54r24 0060,6. CCTII�d CCTgfn t Saanld
<br /> S25 55
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