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Page 130 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

131 Plated Truss Connectors THAR/L422 Skewed Truss Hangers Typical THASL218 Installation (L in model name Left, R in model name Right) THASL218 INSTALLATION SEQUENCE: Minimum Carried Member Model No. Dimensions Fasteners Doug-Fir-Larch/Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads W H C Carrying Member Carried Member Uplift (133 160) Floor (100) Snow (115) Roof (125) Wind (133) Wind (133) Uplift (133 160) Floor (100) Snow (115) Roof Code Ref. (125) Top Face Straight FACTORY SKEW 45 O 2x Truss THASR/L218 1 18 5 4-10d 6-10d 6-10dx1 380 1605 1605 1605 325 1380 1380 1380 129 2-2x Truss THASR/L218-2 3 18 5 4-10d 8-10d 6-10dx1 425 1465 1465 1465 365 1260 1260 1260 FIELD SKEW 46 O TO 84 O 2x Truss THASR/L218 1 18 5 4-10d 6-10d 6-10dx1 490 1475 1475 1475 420 1270 1270 1270 2-2x Truss THASR/L218-2 3 18 5 4-10d 8-10d 6-10dx1 540 1465 1465 1465 1605 1465 1475 1465 465 1260 1260 1260 1380 1260 1270 1260 STEP 2 Install 10d nails into header on the acute angle side first. STEP 1 Install carried member into the seat of the hanger. Secure with 4-10dx1 nails. STEP 3 Adjust acute side of hanger to the desired angle. STEP 4 Adjust obtuse side of hanger flush with the carrying member. Install 10d nails into header on obtuse side. Field skewable from 46 to 84 . No special order needed. MATERIAL: 16 gauge FINISH: Galvanized. CODES: See page 12 for Code Listing Key Chart. Designed for 4x2 floor trusses and 4x beams, the new THAR/L422 has a standard skew of 45 degrees. Straps must be bent for top flange installation. PAN nailing helps eliminate splitting of 4x2 truss bottom chords. MATERIAL: 16 gauge FINISH: Galvanized. INSTALLATION: Use all specified fasteners. See General Notes. Two different installation methods may be used: Maximum Nailing A minimum of four top and 12 face nails must be used. Straps must be field-formed over the header a minimum of 2 ". Install 10dx1 nails into carried member PAN nail holes and 10d common nail into round nail hole. Install 10d common nails into carrying member. Minimum Nailing A minimum of four top and 2 face nails must be used. Straps must be field-formed over the header a minimum of 2 ". Install nails as detailed above. For single 4x carrying members, use 10dx1 nails and refer to the table for reduced loads. CODES: See page 12 for Code Listing Key Chart. Typical THAL422 installed on 4x2 wood truss. THAL422 Top Face Straight Slant Snow (115) Roof (125) Minimum Carrying Member Effective Height Heff 3 Model No. Ga W Dimensions (in.) H Floor (100) Floor (100) Doug-Fir-Larch/Southern Pine Allowable Loads Snow (115) Roof (125) Uplift (133 160) Fasteners Carrying Member Carried Member Spruce-Pine-Fir Allowable Loads Uplift (133 160) C 47, 134 Code Ref. THAL/R422 (Min) THAL/R422 (Max) 16 16 3 3 22 Single 4x2 9 min. 9 to 12 12 9 min. 310 260 880 1440 1090 1675 775 1210 915 1405 775 1210 915 1405 775 1210 915 1405 880 1440 1090 1675 880 1440 1090 1675 Double 4x2 Double 4x2 22 8 8 4-10d 4-10d 4-10dx1 12-10d 2-10d 2-10dx1 1-10d 1-10d 1-10dx1 2-10dx1 2-10dx1 2-10dx1 1. Wind (133) is a download rating. 2. NAILS: 10d 0.148" dia. x 3" long, 10dx1 0.148" dia. x 1 long. See page 16-17 for other nail sizes and information. 1. Uplift has been increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2.Roof loads are 125% of floor loads unless limited by other criteria. Floor loads may be adjusted for load durations according to the code provided they do not exceed those in the roof column. 3. Where the top of the carried member is flush with the top of the carrying member, H eff is equal to the depth of the carried member. Otherwise, H eff shall be measured from the top of the bearing seat to the top of the carrying member. 4. NAILS: 10d 0.148" dia. x 3" long, 10dx1 0.148" dia. x 1 long. See page 16-17 for other nail sizes and information. THASR/L Adjustable Truss Hangers

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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 130 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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