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BUILDING DIVISION
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LIN(BE NECLESSARY EN CIRDIZ"T,TO DATE ® -0
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® These products are available with additional corrosion protection.Additional products on ::' These products are approve tl for installation with the Strong-Drive° ;.
i Notes. this page may also be available with this option,check with Simpson Strong Tie for details. SD Connector screw.See page 27 for more information. i
( Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads
Uplift with Uplift with ff
` Model Ga To Rafters/ Uplift Lateral(160) 8dx1'/2:Nails Uplift Lateral(160) 8dx1'A Nails Code I.,
d quantities of No. Truss To Plates To Studs (160) Ft Fz (160) Ref.
(160) Ft F2 (160)
H1 18 6-8dx1'/z 4-8d — 585 485 165 455 400 415 140 370 117, L6,Fib I
opposite the truss ® H2A 18 5-8dx1'/ 2-8dx1%2 5-8dx1Y2 575 _130 55' — 495 130 55 — IPi,L18,F25
tehind.This can WASS 18 5-SS81) 2-SS8D 5=SS8D 400 130 55. 400. 345 130 55 345 170
rise truss performance. ® H2.5A 18 5-8d 5-8d — 600 110 110 575 535 110 110 495 117,;.:: : F16
use 8d nails. H2.5ASS 18 5-SS8d 5-SS8d — 440 75 70 365 380 1 75 70 310 170 ;
)16:12,use H10A H2.5T 18 5-8d 5-8d — 545 135 145 425 545 135 145 425 IP1,LIS,F25
® H3 18 4-8d 4-8d — 455 125_ 160 415` 320 105.. 140 290 117,L6,F16
® H4 20 4-8d 4-8d — 360 165 160 360 235 140 135 235
® "H5 18 4-8d `4-8d 455 115 200 455 265 100 170 1 265 117, F16 i
_ H6 16 — 8-8d 8-8d 950 — — — 820 _ — -- 117,F16
® H7Z 16 4-8d 2-8dx1% 8-8d 985 400 — 845 345 — —
r"H8 18 5-10dx1'/z 510dx1'!ti 745 75
10 _: _- 7 — — 565 75 — 510 L10 F26
A Slo 18-�9�10dx1.(z _910dx1 liw $5 590 - 2$5�. 760 505 285 —
m :®;1 ®��H1;0'A�!Iltrw E18�(�9�10dx11/1��910dxt11/z11 WOM W690A 02850 —_ 1015 505 285 — 117,,'..L18,F25
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I;I ® H10ASS 18 9-SSN10 9 SSN10 — 970 565 170 — 835 485 170
® ® H10AR ' 18 9-10dx1'L 9-10dx1'/z — 1050 490 285 — 905 420 285 170 @}
H1050'10 18 8-8dx1% 8-8dx1'1270 8-8d 1010, 660 215 550 870 570 185 475 IPi,L18 F25
1 13/4, m H10A-2 18 9-10dx1'/z 9-10dx1'Jz — 1245 81fi- 395
— 1070 700 225 — F25 ( j r
l �\ H10-2 18 6-10d 6-10d - 760 45 - 655 390 340 117,' F16
HllZ 18 6-16dx2Y2 6-16dx2't 830 52 715 450 655 1702�/a" i 1 12 Bd1'/2 13 8d — 1350' 51 — 1050 480 245H14 18 IP1,L18,F25
H4 _2 12 8dx1'/z 15-8d — 13507 51 — 1050 480 245 — MTSP 16 9'10dx1'/ 610dx1'/z740 31 — 635 265 160 — F26
9-10dx1'/z 6-10d — 890 31 — 765 265 160 —
1.Loads have been Increased for wind or earthquake loading with no Continuous Load Path,connections In the same area(i.e.truss to plate connector and plate to stud
t further increase allowed:reduce where other loads govern, connector)must be on the same side of the wall.
2•Allowable loads are for one anchor.A minimum rafter thickness of 2'/i 7.Southern Pine allowable uplift loads for H10A=1340 Ibs and for the H14=1465 lbs. I ,
5" 9_ must be used when framing anchors are used on each side of the Joist and B.Refer to Simpson Strong-TIO technical bulletin T-HTiEBEARIN6 for allowable bearing I
on the same side of the plate(exeption:connectors Installed such that enhancement loads.
nails on opposite side don't Inter ore). 9.H10S can have the stud offset a maximum of 1'from rafter(center to center)for a reduced
, 3.Allowable DF/SP uplift load for stud to bottom pplate installation(se8 detall uplift of 890 lbs.(DF/SP)and 765 lbs,({SPF).
m �� 15)is 390 lbs.(H2.5A);265 lbs.(H2.5ASS);360 lbs.(H4)and 3 01bs.(H8). 10.H10S nails to plates are optional for uplift but required for lateral loads. _l
3yz m For SPF/HF values multi Iyy these values by 0.86. 11.Some load values for the stainless-steel connectors shown here are lower than those for
4.Allowable loads in the F Pdirection are not Intended to replace diaphragm the carbon-steel versions.Ongoing test programs have shown this to also be the case with
boundry members or cross grain bending of the truss or rafter members. other stainless-steel connectors in the product line that are installed with nails.Visit
5.When cross-grain bending or cross-grain tension cannot be avoided in the www.stronglie.com/carrosien for updated information.
members,mechanical reinforcement to resist such forces may be considered. 12.NAILS:16dx2'/2=0.162'dia.x 21/z°Iong,10d=0.148"dia.x 3'long,
° 6.Hurricane Ties are shown on the outside of the wall for clarity and assume a 10dxl%2=0.148"dia.x 1'/i long,8d=0.131"dia.x 21/F long,8dx1'1/2=0.131"dia.x 1'/2'long.
minimum overhang of 31/z'.Installation on the inside of the wall is acceptable See page 22-23 for other nail sizes and information.
(see General instructions for the Installer notes u on page 17).For uplift 13.SCREWS:Strong-Drive®SO#9xl%2'(model SD9112)=0.131"dia.x 1'/F long(for the
}: models marked Wth the orange flag only).Full table loads apply.
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