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Page 170 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

171 Straps Ties A Angles and Z Clips L/LS/GA Reinforcing and Skewable Angles Model No. Ga Dimensions Fasteners 1 (Total) Allowable Download (125) 2 W H B TF Z2 20 2 1 1 1 4-10dx1 465 Z4 12 1 3 2 1 2-16d 465 Z6 12 1 5 2 1 2-16d 485 Z28 28 2 1 1 1 10dx1 1 Z38 28 2 2 1 1 10dx1 1 Z44 12 2 3 2 1 4-16d 865 Code Ref. 170 4, 37, 87, 121 4, 37, 121 170 1. Z28 and Z38 do not have nail holes. Fastener quantities are as required. 2. Allowable loads have been increased 25% for roof loading (Z clips), 33% and 60% for earthquake or wind loading (A angles); no further increase allowed; reduce where other loads govern. 3. Z4 and Z6 loads apply with a nail into the top and a nail into the seat. 4. NAILS: 16d 0.162" dia. x 3 long, 10dx1 0.148" dia. x 1 long. See page 16-17 for other nail sizes and information. Z4 (others similar) Typical Z2 Installation The GA Gusset Angles embossed bend section provides added strength. L-Staggered nail pattern reduces the possibility for splitting. LS-Field-adjustable 0 to 135 angles. MATERIAL: L-16 gauge; GA and LS-18 gauge FINISH: Galvanized. Some products available in stainless steel or Z-MAX; see Corrosion-Resistance, page 6-7. INSTALLATION: Use all specified fasteners; see General Notes. LS-field skewable; bend one time only. Joist must be constrained against rotation (for example, with solid blocking) when using a single LS per connection. CODES: See page 12 for Code Listing Key Chart. Model No. L Fasteners Doug-Fir-Larch/So. Pine Allowable Loads 1,2,3,4 Spruce-Pine-Fir Allowable Loads 1 Floor (100) Snow (115) Floor (100) Snow (115) GA1 2 4-10d 185 185 160 GA2 3 6-10d 335 385 335 L30 3 4-10d 220 240 205 L50 5 6-10d 335 385 335 L70 7 8-10d 445 510 435 L90 9 10-10d 555 640 550 160 290 190 290 380 480 160 335 205 360 475 600 LS30 3 6-10d 335 385 290 335 LS50 4 8-10d 450 520 390 450 LS70 6 10-10d 560 645 485 560 LS90 7 12-10d 670 770 Roof (125) 185 415 240 420 555 695 420 560 675 840 185 490 240 445 565 740 420 600 675 890 580 670 Roof (125) 335 485 580 730 160 335 205 385 485 640 335 33, 122 3, 28, 39, 88, 104, 121 3, 39, 88, 121 7, 90, 121, 140 520 580 770 133/ 160 133/ 160 Code Ref. 1. Use a minimum lumber thickness of 1 ". For 1 lumber, use 0.81 of table load, except GA1 in F1 direction, use 185 lbs. 2. L angles-loads are for condition F1 or F2; LS angles-loads are for condition F1 only. 3. GA1 and GA2 angles table loads are F1 loads for F2 are 220 and 335 lbs (100) and 280 and 415 lbs (125), respectively. 4. Roof loads are 125% of floor loads unless limited by other criteria. 5. NAILS: 16d 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. Nail the L angles wider leg into the joist to ensure table loads and allow correct nailing. LS L GA1 Typical L50 Installation Typical LS70 Installation Typical GA Installation L90 LS Top View Available with additional corrosion protection. Check with factory.

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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 170 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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