Page 86 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

87 Solid Sawn Connectors HF26N/F Panelized Construction Hangers Model No. Joist Size Dimensions Fasteners Allowable Roof Loads (125) W H TF Header HF24N 2x4 1 3 1 2-10dx2 575 F26P 2x6 1 5 1 2-10d 585 HF26N 2x6 1 5 1 2-10dx2 660 F34 3x4 2 3 1 2-10d 650 HF34N 3x4 2 3 1 2-10dx2 575 F36 3x6 2 5 1 2-10d 685 HF36N 3x6 2 5 1 2-10dx2 660 20, 37, 80, 124 20, 37, 80, 124 4, 37, 87,121 4, 37, 87,121 4, 37, 87,121 4, 37, 87,121 160 160 F24-2 (2)2x4 3 3 1 2-10d 735 F26-2 (2)2x6 3 5 1 2-10d 800 F44 4x4 3 3 1 2-10d 880 F46 4x6 3 5 1 2-10d 785 Code Ref. F26P Typical Panelized Roof System F hangers are only for panelized roof construction Typical HF24N Installation (HF34N similar) Support member not shown for clarity HF24N (HF34N similar) U.S. Patent 6,260,402 The HF24N, HF26N, HF34N and HF36N hangers are designed for panels or components using jigs or similar devices for precision fabrication. Grip-groove feature provides positive lock into the 2x or 3x member without nailing. F series panel hangers are engineered components for panelized construction only. MATERIAL: 18 gauge FINISH: Galvanized. Some products available in Z-MAX; see Corrosion-Resistance, page 6-7. INSTALLATION: Use all specified fasteners. See General Notes. In panelized construction, it is acceptable to nail through the sheathing into the hangers top flange using on 10dx2 nail placed in the middle third of the top flange, no closer than from the back edge of the hanger. On the F-series hanger, the seat nail is non-structural and does not contribute to the load. CODES: See page 12 for Code Listing Key Chart. Available with additional corrosion protection. Check with factory. 1.NAILS: 10d 0.148" dia. x 3" long, 10dx2 0.148" dia. x 2 long. See page 16-17 for other nail sizes and information. MSC Multiple Seat Connector Model No. Dimensions Fasteners Hips Allowable Loads W H (Min) TF L Header Joist Max. Skew Max. Slope (100 125) Valley Ridge Code Ref. Total MSC2 1 5 2 12 10-16d 18-10dx1 45 0 2535 1265 6335 26-10dx1 45 2010 1005 5025 MSC1.81 1 5 2 12 10-16d 18-10dx1 45 0 2535 1265 6335 26-10dx1 45 2010 1005 5025 MSC4 3 7 2 18 10-16d 18-10d 45 0 3335 1665 8335 26-10d 45 3335 1665 8335 MSC5 9 2 26 13-16d 18-16d 45 0 6450 3220 16120 26-16d 45 5340 2675 13355 5 6, 121 6 MSC1.81 with Valley skewed 45 , and sloped 0 MSC4 with Valley sloped and skewed 45 INSTALLATION: Distribute the total load evenly about the centerline to avoid eccentric loading. Fasten all built-up members together as one unit. Net height will be calculated based on specified valley member depth and slope by the factory unless noted otherwise. SLOPED AND/OR SKEWED VALLEYS The valley stirrups can be sloped to 45 and skewed from 25 to 45 . (MSC5 skewed 20 -45 .) The total design load of the hanger is split between the ridge (20%) and each valley (40%). For two valley connections with no ridge member, divide the total load by two for each valley load. CODES: See page 12 for Code Listing Key Chart. 1.Valley loads are for each valley. 2.Other valley-ridge load distributions are allowed provided the sum of all three carried members is distributed symmetrically about the center of the hanger and combined do not exceed the total load. 3.MSC4 is also available in 3 Glulam width. 4.MSC5 is also available in widths up to 5 ". 5.MSC4 is also available in widths down to 1 ". Use 10dx1 nails and MSC2 allowable loads. 6.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. Typical MSC4 Installation F36 HF26N (HF36N similar) Dimples hold joist securely in place U.S. Patent 6,260,402

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