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Page 103 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

104 Engineered Wood Structural Composite Lumber Connectors TOP FLANGE HANGERS I-JOISTS SCL 1. Loads may not be increased for short-term loading. Uplift loads are based on tests on solid wood headers. 2. Uplift loads are based on Douglas Fir, and have been increased 33% and 60% for wind or earthquake loading with no further increase allowed. Divide by 1.33 and 1.60 for normal loading such as in cantilever construction. 3. ITTM and WM loads listed are based on embedded installation (mid-wall) into a masonry block wall. 4. When I-joist is used as header, all nails must be 10dx1 . 5. SCL, structural composite lumber, is laminated veneer lumber, Parallam PSL and TimberStrand LSL. 6. I-joist headers with SPF flanges only support 755 lbs (ITT), 885 lbs (MIT), 2030 lbs (WP/WPI), 1340 lbs (LBV) and 1495 lbs (BA). 7. DF I-joists include flanges made from solid sawn Douglas Fir, LVL made primarily of Douglas Fir/Southern Pine, or LSL. For flanges with thicknesses from 1 to 1 , use 0.85 of the I-joist header load. For flanges with thicknesses from 1 to 1 , use 0.75 of the I-joist header load. 8. See pages 99 to 103 for Code reference numbers. 9. Hangers sorted in order of recommended selection for best overall performance and installation value. 10. NAILS: 16d and 16d DPLX 0.162" dia. x 3 long, 10d 0.148" dia. x 3" long, 10dx1 0.148" dia. x 1 long. See page 16-17 for other nail sizes and information. Parallam and TimberStrand are registered trademarks of Trus Joist, a Weyerhaeuser company. Joist Size Model No. Web Stiff Reqd Ga Dimensions Fasteners 3, 4, 7 Allowable Loads 1, 4, 7 Solid Header 4 Joist Uplift (133) Uplift (160) LVL DF/SP PSL LSL DF/SP SPF I-Joist 4 Masonry 3 W H B TF Top Face 1 x 9 ITT29.25 18 1 9 2 1 4-10d 2-10d 2-10d ´1 245 285 1450 1300 1435 1615 1200 1050 LBV1.56/9.25 WP29.25 3 12 1 9 4 2 2-16d 2-10d ´1 3635 3320 3635 3255 2600 2030 WM29.25 3 3 12 1 9 4 3 2-16dDPLX 2-10d ´1 4175 ITT29.5 18 1 9 2 1 4-10d 2-10d 2-10d ´1 245 285 1450 1300 1435 1615 1200 1050 MIT29.5 16 1 9 2 2 4-16d 4-16d 2-10d ´1 240 290 2550 2140 2115 2400 1665 1230 WP29.5 3 12 1 9 4 2 2-16d 2-10d ´1 3635 3320 3635 3255 2600 2030 LBV1.56/9.5 WM29.5 3 3 12 1 9 4 3 2-16dDPLX 2-10d ´1 4175 ITT211.25 18 1 11 2 1 4-10d 2-10d 2-10d ´1 245 285 1450 1300 1435 1615 1200 1050 LBV1.56/11.25 WP211.25 3 12 1 11 4 2 2-16d 2-10d ´1 3635 3320 3635 3255 2600 2030 WM211.25 3 3 12 1 11 4 3 2-16dDPLX 2-10d ´1 4175 ITT211.88 18 1 11 2 1 4-10d 2-10d 2-10d ´1 245 285 1450 1300 1435 1615 1200 1050 MIT211.88 16 1 11 2 2 4-16d 4-16d 2-10d ´1 240 290 2550 2140 2115 2400 1665 1230 LBV1.56/11.88 WP211.88 3 12 1 11 4 2 2-16d 2-10d ´1 3635 3320 3635 3255 2600 2030 WM211.88 3 3 12 1 11 4 3 2-16dDPLX 2-10d ´1 4175 ITT214 18 1 13 2 1 4-10d 2-10d 2-10d ´1 245 285 1450 1300 1435 1615 1200 1050 LBV1.56/14 LBV1.56/16 LBV1.81/7.25 WP1.81/7.25 3 12 1 7 3 2 2-16d 2-10d ´1 3635 3320 3635 3255 2600 2030 3 12 1 9 3 2 2-16d 2-10d ´1 3635 3320 3635 3255 2600 2030 ITT9.5 18 1 9 2 1 4-10d 2-10d 2-10d ´1 245 285 1450 1300 1435 1615 1200 1050 MIT9.5 16 1 9 2 2 4-16d 4-16d 2-10d ´1 240 290 2550 2140 2115 2400 1665 1230 LBV1.81/9.5 WP9 3 12 1 9 3 2 2-16d 2-10d ´1 3635 3320 3635 3255 2600 2030 WM9 3 3 12 1 9 4 3 2-16dDPLX 2-10d ´1 4175 Actual DF/SCL 1 x 9 1 x 11 1 x 11 1 x 14 1 x 16 1 x 7 LBV1.81/9.25 WP9.25 1 x 9 1 x 9 1 x 11 1 x 11 ITT11.88 18 1 11 2 1 4-10d 2-10d 2-10d ´1 245 285 1450 1300 1435 1615 1200 1050 MIT11.88 16 1 11 2 2 4-16d 4-16d 2-10d ´1 240 290 2550 2140 2115 2400 1665 1230 LBV1.81/11.25 WP11 3 12 1 11 3 2 2-16d 2-10d ´1 3635 3320 3635 3255 2600 2030 WM11 3 3 12 1 11 4 3 2-16dDPLX 2-10d ´1 4175 14 1 11 3 2 6-16d 10-16d 2-10d ´1 14 1 11 3 2 6-16d 10-16d 8-10d ´1 BA1.81/11.88 (Min) BA1.81/11.88 (Max) 14 1 11 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 1830 1495 14 1 9 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 1830 1495 14 1 9 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 1830 1495 14 1 7 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 1830 1495 14 1 16 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 2110 1495 14 1 14 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 2110 1495 14 1 11 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 2110 1495 14 1 11 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 2110 1495 14 1 9 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 2110 1495 14 1 9 3 2 6-16d 4-16d 2-10d ´1 265 265 2910 2885 3190 2590 2110 1495 265 315 4015 3705 4005 3000 2665 1495 1055 1170 4715 4320 4500 3625 2665 1495 LBV1.81/11.88 14 1 11 3 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 1830 1495 3 265 265 3 265 265 3 265 265 3 3 3 3 265 265 3 265 265 265 265 3 265 265 265 265 265 265 3 265 265

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Wood Construction Connectors 2006 Catalog [Entire catalog in thumbnail view]Wood Construction Connectors 2006 Catalog [6 pages in thumbnail view]Wood Construction Connectors 2006 Catalog [Page in normal view]Wood Construction Connectors 2006 Catalog [Page in fullsize view]            Wood Construction Connectors 2006 Catalog [First page]    Wood Construction Connectors 2006 Catalog [Previous page]    Page 103 of 195    Wood Construction Connectors 2006 Catalog [Next page]    Wood Construction Connectors 2006 Catalog [Last page]            Wood Construction Connectors 2006 Catalog catalog view Downloadable PDF catalog Wood Construction Connectors 2006 Catalog Flash page flip catalog Wood Construction Connectors 2006 Catalog Visitor statistics of Wood Construction Connectors 2006 Catalog



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