Award winning sustainable design with a focus on community and affordability. When a screw is loaded simultaneously in more than one direction, the allowable load must be evaluated using the unity equation: (Design Uplift ÷ Allowable Uplift) + (Design F1 ÷ Allowable F1) + (Design F2 ÷ Allowable F2) ≤ 1.0. Inverter Generators are recommended for sensitive electrical equipment like computers, stereos, TV’s, phones etc. An SDWC screw may be used in each ply of two- or three-ply rafters or trusses. Strengthening Dwellings in Tornado-Prone Areas. Catálogo que incluye información sobre productos nuevos y las instrucciones de instalación y especificaciones correspondientes para los sujetadores Simpson Strong-Tie® y los sistemas Quik Drive®. Simpson Strong-Tie Company, Inc. A catalog including new product information as well as any applicable specification and installation instructions for Simpson Strong-Tie® fasteners and Quik Drive® systems. Reduce when other loads govern. An anchor is a device, normally made of metal, used to connect a vessel to the bed of a body of water to prevent the craft from drifting due to wind or current.The word derives from Latin ancora, which itself comes from the Greek ἄγκυρα (ankura).. The main and side members shall be sawn lumber or structural composite lumber with a specific gravity or equivalent specific gravity 0.42 to 0.55. Sole-to-rim load can be achieved without a wall below. This Code of Practice on how to manage and control asbestos in the workplace is an approved code of practice under section 274 of the Work Health and Safety Act (the WHS Act).. An approved code of practice is a practical guide to achieving the standards of health, safety and welfare required under the WHS Act and the Work Health and Safety Regulations (the WHS Regulations). Leaps and Bounds. The SDWC15600 is to be installed through the face of 2x stud into a double 2x top or bottom plate. Australian-wide locations in Perth, Brisbane, Kalgoorlie, Mt Isa, NSW, Adelaide. This letter provides allowable uplift loads for SDWC connections between engineered 4 x 2/3 x 2 parallel-chord, metal-plate-connected wood trusses and wall top plates. A flier providing product information and installation instructions for the Quik Stik Rafter & Truss Fastening System and Strong-Drive SDWC Truss screws. This table provides additional allowable load information for the SDWC screws when installed through the narrow face of the stud. The Strong-Drive SDWC Truss screw provides a stud-to-bottom plate or stud-to-top plate connection as well as fastening trusses and rafters to top plates. Fasteners for the Quik Stik™ System. Sustainable residential Architects in Fitzroy Melbourne, Australia. A well-placed floor lamp can make a huge impact on the ambience of a room. Product families are typically treated as adjectives. Wood structural panel up to 1 1/8" thick is permitted between the sole plate and rim board provided it is fastened to the rim board per code and the minimum penetration of the screw into the rim board is met. Gain insight into how to strengthen structures to resist damage in tornado-prone areas using Simpson Strong-Tie connectors and continuous-load-path design principles. It is code listed under IAPMO-UES ER-262 and meets 2015 and 2018 IRC® and IBC® code requirements for several common wood framing applications. Table loads do not apply to trusses with end-grain bearing. Simpson Strong-Tie further investigated compound-angle rafter/truss-to-top-plate installation of the Strong-Drive® SDWC Truss screw (SDWC15600) introduced with the Quik Stik™ tool. The allowable uplift load for each screw shall be multiplied by 0.90, but may be limited by the capacity of the plate. Where the SDWC screws are installed on multiple adjacent studs, the minimum spacing between screws must be 1 1/2". The full-threaded shank engages the entire length of the fastener, providing a secure connection. Copyright © 2018 The SDWC15450 is to be installed through the face of 2x stud into a single 2x bottom plate over a concrete/masonry foundation. Updated Strong-Drive® SDWC TRUSS Screw for Truss/Rafter-to-Top Plate Connection. The Strong-Drive SDWC Truss screw provides an easy-to-install, high-capacity solution for stud-to-bottom plate or stud-to-top plate(s) connections. Loads have been increased for wind and earthquake (C. The SDWC15600 is to be installed through the narrow face of 2x stud into a single 2x bottom plate over a wood floor system. Screws are shown installed on the interior side of the wall. The connection conditions of this table are for specific intended applications. 1/4" from top plate splices for full values. The SDWC is tested in accordance with ICC-ES AC233 (screw) and AC13 (wall assembly and roof-to-wall assembly) for uplift and lateral loads between wall plates and vertical wall framing and between the top plate and the roof rafters or trusses. The metal installation guide provided with the screw is angled at 22.5° and can be used for Configurations C and D; proper installation angles for all configurations are the responsibility of the installer. It is not recommended to use the product line (ex: Wiremold®) and product family names (Evolution™) together. The number of terms that must be considered for simultaneous loading is the sole discretion of the designer and depends on the method of calculating wind forces and the utilization of the screws within the structural system. This letter provides adjustment factors to be applied for two common LUS joist hangers installed with 0.148"x1½" nails and reinforced with 4½"-long Simpson Strong-Tie® Strong-Drive® SDWC Truss screws.

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