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Page 129 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

2 " 2 " WM Typical WM Installation W WP MATERIAL: W, WM 12 gauge top flange and stirrup, WP 7 gauge top flange and 12 gauge stirrup. FINISH: Simpson gray paint; hot-dipped galvanized available: specify HDG. ALLOWABLE LOADS: For hanger heights exceeding the joist height, the allowable load is 0.50 of the table load. INSTALLATION: Use all specified fasteners. Hangers may be welded to steel headers with for W, and for WP, by 1 fillet welds located at each end of the top flange. Weld-on applications produce maximum allowable load listed. Uplift loads do not apply to this application. Hangers can support multi-ply carried members; the individual members must be secured together to work as a single unit before installation into the hanger. For 4x2 trusses specify alternate nail pattern which relocates the nails to the bottom of the joist. OPTIONS: See Hanger Options, page 188. CODES: See page 12 for Code Listing Key Chart. 1. 16d sinkers (9 ga x 3") may be used where 10d commons are called out with no load reduction. 2. Uplift loads have been increased 33% and 60% for wind or earthquake loading; no further increase allowed. Divide by 1.33 and 1.60 for normal loading like cantilever construction. Model Nailer Top Flange Nailing Allowable Loads DF/SP SPF W 2x 2-10dx1 1600 1600 3x 2-16dx2 1765 1740 2-2x 2-10d 1665 1665 4x 2-10d 2200 2200 WP 2x 2-10dx1 2525 2500 3x 2-16dx2 3000 2510 2-2x 2-10d 3255 3255 4x 2-10d 3255 3255 LSL 3375 3375 Model Joist Fasteners Allowable Loads Header Type Width 4 Depth Top Face Joist LVL PSL LSL DF/SP SPF Code Ref. I-Joist Masonry W 1 to 3 3 to 30 2-10dx1 2-10dx1 1635 1740 1600 1415 1 to 3 3 to 30 2-10d 2-10dx1 2150 2020 2200 1435 1 to 3 3 to 30 2-16d 2-10dx1 2335 1950 2335 1765 1435 WM 1 to 7 3 to 30 2-16d DPLX 2-10dx1 4175 1 to 7 3 to 30 2-10dx1 2-10dx1 2865 3250 2500 2000 2030 1 to 7 3 to 30 2-10d 2-10dx1 2525 3250 3650 3255 2600 1 to 7 3 to 30 2-16d 2-10dx1 3635 3320 3650 3255 2600 WP Uplift (133/160) 170 26, 83 170 26, 83 1, 84 NAILER TABLE The table indicates the maximum allowable loads for W and WP hangers used on wood nailers. Nailers are wood members attached to the top of a steel I-beam, concrete or masonry wall. This table also applies to sloped-seat hangers. Model No. Ga Dimensions Fasteners Doug-Fir-Larch/Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads W Min. 3 H B TF Carrying Member Carried Member Floor (100) Snow (115) Roof (125) Wind (133) Floor (100) Snow (115) Roof (125) Wind (133) W1.62x 12 1 4 2 2 2-10d 2-10dx1 2200 2200 2200 2200 1435 1435 1435 1435 2 2 2-10d 2-10d 2200 2200 2200 2200 1435 1435 1435 1435 WM1.62x 12 1 4 2 3 2-16d DPLX 2-10dx1 1890 1920 1940 1955 1445 1470 1485 1500 WP3.31x 12 3 4 2 2 2-10d 2-10d 3255 3255 3255 3255 2600 2600 2600 2600 WM3.31x 12 3 4 2 3 2-16d DPLX 2-10d 3635 3675 3700 3720 2765 2795 2820 2835 WP3.62x 12 3 3 4 4 2 2 2-10d 2-10d 3255 3255 3255 3255 2600 2600 2600 2600 WM3.62x 12 W3.62x 12 3 4 2 3 2-16d DPLX 2-10d 4175 4175 4175 4175 3190 3220 3240 3260 WP7.25x 12 7 4 2 2 2-10d 2-10d 3255 3255 3255 3255 2600 2600 2600 2600 WM7.25x 12 7 4 2 3 2-16d DPLX 2-10d 4175 4175 4175 4175 4175 4175 4175 4175 1. WM hangers are limited based on joist bearing capacity for the specific wood species, up to the maximum test value of 4175 lbs. All headers are grouted masonry block. 2. Wind (133) is a download rating. 3. Specify H dimension. Min H is the minimum H dimension that may be ordered. 4. NAILS: 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. 3. WM hangers are limited based on joist bearing capacity for the specific wood species, up to the maximum test value of 4175 lbs. All headers are grouted masonry block. 4.Joist dimensions do not include truss plate thickness. 5. 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. Typical WP Truss Installation with Alternate Nailing Pattern (ANP) W SERIES WITH VARIOUS HEADERS 130 Plated Truss Connectors W/WP/WM Plated Truss Top Flange 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 129 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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