Page 162 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

163 Straps Ties H Seismic Hurricane Ties H4 Installation (H2.5 similar) (see footnote 3, page 142) H1 Installation H2 Installation H2.5 Installation (Nails into both top plates) H3 Installation (Nails into upper top plate) H4 Installation (Nails into upper top plate) H5 Installation (Nails into both top plates) H6 Stud to Top Plate Installation 9 8 7 1 10 H5A Installation (Nails into both top plates) 11 12 2 3 H2.5A Installation (Nails into both top plates) 4 H2.5T Installation (Nails into both top plates) 5 H6 Stud to Band Joist Installation 13 1. Loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2. Allowable loads are for one anchor. A minimum rafter thickness of 2 must be used when framing anchors are installed on each side of the joist and on the same side of the plate (exception: H2.5A). 3. Allowable uplift load for stud to bottom plate installation is 400 lbs (H2.5); 390 lbs (H2.5A); 360 lbs (H4) and 310 lbs (H8). 4. Allowable loads in the F 1 direction are not intended to replace diaphragm boundary members or prevent cross grain bending of the truss or rafter members. Additional shear transfer elements shall be considered where there may be effects of cross grain bending or tension. 5. Hurricane Ties are shown installed on the outside of the wall for clarity. Installation on the inside of the wall is acceptable. For uplift Continuous Load Path, connections in the same area (i.e. truss to plate and plate to stud) must be on same side of the wall. 6. Southern Pine allowable loads for H14: 1465 lbs (133/160), 560 lbs (F1 Lateral 133/160) and 285 lbs (F2 Lateral 133/160). 7. Refer to T-HTIEBEARING for selected hurricane ties allowable bearing enhancement loads. 8. NAILS: 16dx2 0.162" dia. x 2 long, 10d 0.148" dia. x 3" long, 10dx1 0.148" dia. x 1 long, 8d 0.131" dia. x 2 long, 8dx1 0.131" dia. x 1 long. See page 16-17 for other nail sizes and information. Available with additional corrosion protection. Check with factory. Model No. Ga Fasteners DF/SP Allowable Loads Uplift Load with 8dx1 " Nails (133 160) Uplift Load with 8dx1 " Nails (133 160) SPF/HF Allowable Loads To Rafters/ Truss To Plates To Studs Uplift Lateral (133/160) Uplift Lateral (133/160) (133) (160) F1 F2 (133) (160) F1 F2 H1 18 6-8dx1 4-8d 490 585 485 165 455 400 400 415 140 370 2, 40, 82, 121, 140 2, 40, 82, 121, 140 2, 40, 121, 140 2, 40, 82, 121, 140 9, 121 5, 41, 121,140 6, 121 125 170 170 125 40, 122 10 H2 18 5-8d 5-8d 335 335 335 230 230 230 H2.5 18 5-8d 5-8d 415 415 150 150 415 365 365 130 130 365 H3 18 4-8d 4-8d 455 455 125 160 415 320 320 105 140 290 H4 20 4-8d 4-8d 360 360 165 160 360 235 235 140 135 235 H5 18 4-8d 4-8d 455 465 115 200 455 265 265 100 170 265 H6 H7Z 16 8-8d 8-8d 915 950 650 785 820 560 16 4-8d 2-8d 8-8d 930 985 400 800 845 345 H8 18 5-10dx1 5-10dx1 620 745 75 530 565 75 H9KT 18 4-SDS x1 5-SDS x1 875 875 680 125 755 755 680 125 H10 18 8-8dx1 8-8dx1 905 990 585 525 780 850 505 450 H10R 18 8-8dx1 8-8dx1 905 990 585 525 780 850 505 450 H10-2 18 6-10d 6-10d 760 760 455 395 655 655 390 340 H11Z H14 18 18 6-16dx2 6-16dx2 12-8dx1 13-8d 830 830 525 760 715 715 450 655 1350 1350 515 265 480 245 350 420 290 245 245 170 H2.5A 18 110 110 110 110 5-8d 5-8d H5A 18 115 180 100 120 3-8d 3-8d 600 600 480 520 535 480 H2.5T 18 135 145 135 145 5-8d 5-8d 545 545 425 545 545 425 Code Ref. 1050 1050 12-8dx1 15-8d 1350 1350 515 265 480 245 1050 1050 1 2 H2.5T Installation 6

[close]