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Simpson Strong-Tie"Wood Construction Connectors rimm"Ok H/TSP Seismic and Hurricane Ties (cont.) -These products are available with additional corrosion ®For stainless-steel Many of these products are approved for installation protection.For more information,see p.14. fasteners,see p.21. with Strong-Drive®SD Connector screws. See pp.348-352 for more information. Fasteners(in.) DF/SP Allowable Loads Uplift with SPF/HF Allowable Loads Uplift with Model 0.131"x 11/2" 0.131"x 11/2" Code No. Ga. To To To Uplift Lateral(160) Nails Uplift Lateral(160) Nails Ref. Rafters/Truss Plates Studs (160) F1 F2 (160) (160) F1 F2 (160) H1 18 (6)0.131 x 11/2 (4)0.131 x 21/2 - 480 510 190 455 425 440 165 370 IBC,FL,LA H1.81Z 18 (6)0.131 x 11/2 (4)0.131 x 21/2 - 540 440 170 460 465 380 130 395 - H2A 18 (5)0.131 x 11/2 (2)0.131 x 11/2 (5)0.131 x 11/2 525 130 55 - 495 130 55 - IBC,FL,LA ® H2ASS 18 (5)0.131 x 11/2 (2)0.131 x 11/2 (5)0.131 x 11/2 400 130 55 400 345 130 55 345 - H2.5A 18 (5)0.131 x 21/2 (5)0.131 x 21/2 - 700 110 110 625 615 110 110 540 IBC,FL,LA ® H2.5ASS 18 (5)0.131 x 21/2 (5)0.131 x 21/2 - 440 75 70 365 380 75 70 310 - H2.5T 18 (5)0.131 x 21/2 (5)0.131 x 21/2 - 590 135 145 480 565 135 145 475 IBC,FL,LA H3 18 (4)0.131 x 21/2 (4)0.131 x 21/2 - 400 210 170 400 365 180 145 290 ® H3SS 18 (4)0.131 x 21/2 (4)0.131 x 21/2 - 280 145 120 275 225 100 85 210 - H6(to Plates) 16 - (8)0.131 x 21/2 (8)0.131 x 21/2 930 - - - 800 - - - H6(to Rim) 16 (8)0.131 x 21/2 - (8)0.131 x 21/2 1,230 - - - 1,065 - - - IBC,FL,LA H7Z 16 (4)0.131 x 21/2 (2)0.131 x 11/2 (8)0.131 x 21/2 830 410 - - 715 355 - - H8 18 (5)0.148 x 11/2 (5)0.148 x 11/2 - 780 95 90 630 710 95 90 510 ® HBSS 18 (5)0.148 x 11/2 (5)0.148 x 11/2 - 610 90 120 440 370 90 55 335 - - H10A 18 (9)0.148 x 11/2 (9)0.148 x 11/2 - 780 565 285 - 760 485 285 - Field Bent IBC,FL,LA H10A 18 (9)0.148 x 11/2 (9)0.148 x 11/2 - 1,040 565 285 - 1,015 485 285 - ® H10ASS 18 (9)0.148 x 11/2 (9)0.148 x 11/2 - 970 565 170 - 835 485 170 - H10AR 18 (9)0.148 x 11/2 (9)0.148 x 11/2 - 1,050 490 285 - 905 420 285 - H10S 18 (8)0.131 x 11/2 (8)0.131 x 11/2 (8)0.131 x 21/2 910 660 215 550 785 570 185 475 IBC,FL,LA H10A-2 18 (9)0.148 x 11/2 (9)0.148 x 11/2 - 1,080 680 260 - 930 585 225 - H11Z 18 (6)0.162 x 21/2 (6)0.162 x 21/2 - 830 525 760 - 715 450 655 - - y ti H14 18 (12)0.131 x 11/2 (13)0.131 x 21/2 - 1,275 725 285 - 1,050 480 245 - H z (12)0.131 x 11/2 (15)0.131 x 21/2 - 1,340 670 230 - 1,050 480 245 - z IBC,FL,LA C Q (9)0.148 x 11/2 (6)0.148 x 11/2 - 755 310 190 - 650 265 160 - M TSP 16 ov (9)0.148 x 11/z (6)0.148 x 3 - 1,015 310 190 - 875 265 160 - Q L �4 1. See pp.266-267 for Straps and Ties General Notes. +, 0 2. Allowable loads are for one anchor.A minimum rafter thickness of 21/2"must be used when framing anchors are used on each side of the joist and Cc on the same side of the plate(exception:connectors installed such that nails on opposite side don't interfere). Lo 3. Allowable DF/SP uplift load for stud-to-bottom plate installation(see detail 12)is 390 lb.(H2.5A);265 lb.(H2.5ASS);and 310 Ib.(H8). o For SPF/HF values,multiply these values by 0.86. a 4. Allowable loads in the F1 direction are not intended to replace diaphragm boundary members and do not account for possible cross-grain bending CO of the truss or rafter members. 0 5. When cross-grain bending or cross-grain tension cannot be avoided in the members,mechanical reinforcement to resist such forces shall be o considered by the designer. 6. Hurricane ties are shown installed on the outside of the wall for clarity and assume a minimum overhang of 31/2".Installation on the inside of the wall N is acceptable.For uplift Continuous Load Path,connections in the same area(i.e.,truss-to-plate connector and plate-to-stud connector)must be on same side of the wall. 7. Southern pine allowable uplift loads for H10A=1,105 lb.(160),H2.5A with 0.131"x 11/2"nails=635 lb.(160)and H2.5A with 0.131"x 21/2"nails=730 lb.(160). 8. Refer to Simpson Strong Tie®technical bulletin T-C-HTIEBEAR at strongtie.com for allowable bearing enhancement loads. 9. H1 OS can have the stud offset a maximum of 1"from the rafter(center to center)for a reduced uplift of 890 lb.(DF/SP)and 765 Ib.(SPF). 10.H1 OS nails to plates are optional for uplift but required for lateral loads. 11.Some load values for the stainless-steel connectors shown here are lower than those for the carbon-steel versions.Ongoing test programs have shown this also to be the case with other stainless-steel connectors in the product line that are installed with nails.Visit strongtie.com/corrosion for updated information. 12.The allowable loads of stainless-steel connectors match carbon-steel connectors when installed with stainless-steel Strong-Drive®SCNR Ring-Shank Connector nails.For more information,refer to engineering letter L-F-SSNAILS at strongtie.com. 13.Simpson Strong-Tie offers stainless-steel Strong-Drive SCNR Ring-Shank Connector nails.For bulk SCNR nails,see p.345;for collated SCNR nails, see p.346.For general fastener information,see pp.21-22. 14.Allowable DF/SP/SPF uplift load for the H2.5A fastened to a 2x4 truss bottom chord and double top plates using five 0.131"x 11/2"nails in the top plates and three 0.131"x 11/2"nails in the lowest three flange holes into the truss bottom chord is 260 lb.(160). 15.For TSP installed stud to single plate see pp.280-281. 16.For simultaneous loads in more than one direction,the connector must be evaluated using either the Unity Equation or the 75%Rule,as described in Straps and Ties General Notes on p.267. 17.Fasteners:Nail dimensions are listed diameter by length.See pp.21-22 for fastener information. 277 UPDATED 07/01/22