Page 120 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

2 " WNP2.6 and WNP3.3 WPU Model Nailer Top Flange Nailing Allowable Loads DF/SP SPF WNP/ WP HW 2x 2-10dx1 2525 2500 3x 2-16dx2 3000 2510 2-2x 2-10d 3255 3255 4x 2-10d 3255 3255 4x 4-16d 5285 LSL 3375 The WPU, HWU and HW series purlin hangers offer the greatest design flexibility and versatility. MATERIAL: WNP/WPI/WPU 7 ga. top flange, 12 ga. stirrup; HW 3 ga. top flange, 11 ga. stirrup; HWU 3 ga. top flange, 10 ga, 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: Hangers may be welded to steel headers with for WPU/WNP/ WP/WPI, and for HW/HWU, by 1 fillet welds located at each end of the top flange. Weld-on applications produce maximum allowable load listed. See page 14 for weld information. 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. OPTIONS: See Hanger Options, page 188, for hanger modifications and associated load reductions. CODES: See page 12 for Code Listing Key Chart. NAILER TABLE HW (HWU similar) 1. 16d sinkers (0.148" dia. x 3 long) may be used where 10d commons are called out with no load reduction. 2. Uplift loads are based on Doug Fir and have been increased 33% and 60% for earthquake or wind loading; no further increase allowed. Divide by 1.33 and 1.60 for normal loading like cantilever construction. 3.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. Some model configurations may differ from those shown. Contact factory for details. Model Joist Fasteners Allowable Loads Header Type Width Depth Top Face Joist Uplift (133 160) LVL PSL LSL DF/SP SPF I-Joist Masonry Code Ref. 1 to 7 3 to 30 3-10dx1 2-10dx1 2865 3250 2500 2000 2030 1 to 7 3 to 30 3-10d 2-10dx1 2525 3250 3650 3255 2525 1 to 7 3 to 30 3-16d 2-10dx1 3635 3320 3650 3255 2600 WPU 1 to 5 7 to 18 3-16d 4-16d 6-10dx1 775 4700 4880 3650 4165 4165 1 to 5 18 to 22 3-16d 4-16d 6-10dx1 485 4700 4880 3650 4165 4165 1 to 5 23 to 28 3-16d 4-16d 6-10dx1 315 4700 4880 3650 4165 4165 HW 1 to 7 3 to 32 4-10d 2-10dx1 3100 4000 5285 3100 1 to 7 3 to 32 4-16d 2-10dx1 5100 4000 4500 5285 3665 HWU 1 to 3 9 to 18 4-16d 4-16d 6-10dx1 810 6335 5500 5535 6335 5415 1 to 3 18 to 22 4-16d 4-16d 6-10dx1 765 6335 5500 5535 6335 5415 1 to 3 23 to 28 4-16d 4-16d 6-10dx1 635 6335 5500 5535 6335 5415 1 to 3 28 to 32 4-16d 4-16d 8-10dx1 1005 6335 5500 5535 6335 5415 4 to 7 9 to 18 4-16d 4-16d 6-10dx1 810 6000 5500 5535 6000 5415 4 to 7 18 to 22 4-16d 4-16d 6-10dx1 765 6000 5500 5535 6000 5415 4 to 7 23 to 28 4-16d 4-16d 6-10dx1 635 6000 5500 5535 6000 5415 4 to 7 28 to 32 4-16d 4-16d 8-10dx1 1005 6000 5500 5535 6000 5415 WNP/ WP 124 26, 124 26, 83, 124, 140 The table indicates the maximum allowable loads for WNP hanger 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. Typical HHB, GB and HGB Saddle Installation HHB, GB and HGB are acceptable for weld-on applications. See Installation Information. TOP FLANGE HANGERS WPU/WNP/HW/HWU See table on page 123. See Hanger Options on page 188 for hanger modifications, which may result in reduced loads. Precision forming with manufacturing quality control provides dimensional accuracy and helps ensure proper bearing area and connection. MATERIAL: See table on page 123. FINISH: HHB, GB, HGB, all saddle hangers and all welded sloped and special hangers Simpson gray paint. HHB may be ordered hot-dip galvanized; specify HDG. INSTALLATION: Use specified fasteners. See General Notes. HHB, GB and HGB may be used for weld-on applications. The minimum required weld to the top flanges is x 2" fillet weld to each side of each top flange tab for 14 and 12 gauge and x 2" fillet weld to each side of each top flange tab for 7 gauge. Distribute the weld equally on both top flanges. Welding cancels the top and face nailing requirements. Consult the code for special considerations when welding galvanized steel. The area should be well-ventilated. See page 14 for weld information. Weld on applications produce the maximum allowable load listed. Uplift loads do not apply to welded applications. Ledgers must be evaluated for each application separately. Check TF dimension, nail length and nail location on ledger. OPTIONS: HHB-other widths are available; specify W dimension (the minimum W dimension is 2 "). Saddle hangers are made to order; add D to model (e.g. HHBD3); specify S (for saddle) dimension. They may be used for most conditions except at end wall locations, and are preferred for nailer applications. The finish on special B hangers will depend on the manufacturing process used. Check with your Simpson representative for details. Hot-dipped galvanized available: specify HDG. B dimensions may be increased on some models. See Hanger Options, page 188. 121 Glulam Beam Connectors TOP FLANGE HANGERS HHB/GB/HGB Beam Purlin Hangers

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