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2018 78TH PL SE 2018-07-20
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2018 78TH PL SE 2018-07-20
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7/20/2018 10:22:45 AM
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7/20/2018 10:22:39 AM
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Address Document
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78TH PL SE
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2018
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MSTC48B3/MSTC66BA14-Bent Straps p " <br /> SIMPSON <br /> www.strongtie.com <br /> MSTC48B3/MSTC66B3 Pre-Bent Straps <br /> The MSTC48B3 and MSTC66B3 are pre-bent straps designed to transfer tension load from an upper story shearwall to a <br /> beam on the story below. <br /> Material:14 gauge <br /> Finish:Galvanized <br /> Load Table <br /> Gallery of images <br /> Code Reports <br /> Drawings <br /> Catalog Page <br /> Related Categories <br /> Technical Bulletins <br /> Help for downloads <br /> Gallery: top <br /> roll over images below to see larger image <br /> • <br /> ° 44% x <br /> "'`627/a tor MSTC48B3 MSTC48B3 Installation MSTC66B3 Installation <br /> ££"M51066e3 with no Rim Joist with Rim Joist <br /> tee: <br /> MSTC48B3 <br /> •'� Installation with no Rim <br /> Joist <br /> 2�` <br /> Load Table: See code report listings below =top <br /> SThese products are available with additional corrosion protection.Additional products on this page <br /> may also be available with this option,check with Simpson Strong-Tie for details. <br /> Fasteners <br /> Min Wood` Allowable <br /> Model Beam Min. Beam Tension Loads <br /> Na. Studs/ <br /> Width Depth Post DF/SP SPF/JIF <br /> min Face. Bottom <br /> ( ) (min), (160). (150) <br /> MSTC4803 3 9'4 12-10d X3875 3420 <br /> 4-10d 38-10d <br /> ,hAST066B3 3th 111 14-10d 4505 3875 <br /> 1. Using fewer than 38 nails in the studs/post will reduce the capacity of the connection.To calculate a reduced capacity use <br /> 199 lbs.per nail for DF/SP or 172 lbs.per nail for HF/SPF.Minimum length of extent of reduced nails may not be less than a <br /> 21"as is shown in graphic. <br /> 2. Nails in studs/post shall be installed p.Nails may be installed over the entire length of the strap over the studs/post. <br /> 3. The minimum 3"wide beam may be made up by double 2x members. <br /> 4. MSTC48B3 and MSTC66B3 installed over wood structural panel sheathing up to 1/2"thick achieve 0.85 of table loads. <br /> 5. PSL beam may be used in lieu of standard dimension lumber beam with no load reductions. <br /> http://www.strongtie.com/products/connectors/MSTC48B3-MSTC66B3.as... 12/10/2015 <br />
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