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3407 WAVE DR 2017-09-25
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3407 WAVE DR 2017-09-25
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9/25/2017 8:08:08 AM
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9/25/2017 8:08:03 AM
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Address Document
Street Name
WAVE DR
Street Number
3407
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• HINGTON STATE AMENDMENTS <br /> 4 <br /> R507.2.2 Alternate deck ledger connections. Deck ledger <br /> connections not conforming to Table R507.2 shall be <br /> attached with approved fasteners having equivalent <br /> withdrawal capacity or be designed in accordance with <br /> accepted engineering practice. Girders supporting deck <br /> joists shall not be supported on deck ledgers or band joists. <br /> Deck ledgers shall not be supported on stone or masonry <br /> veneer. <br /> R507.2.3 Deck lateral load connections. The lateral load <br /> connection required by Section R507.1 shall be permitted to <br /> be in accordance with Figure R507.2.3. Where the lateral <br /> load connection is provided in accordance with Figure <br /> R507.2.3(1),hold-down tension devices shall be installed in <br /> not less than two locations per deck,and each device shall <br /> have an allowable stress design capacity of not less than <br /> 1500 pounds(6672 N). <br /> Exceptions: <br /> 1. Decks not more than 30 inches above grade at any <br /> point may be unattached. <br /> 2. Where a new deck is being added to an existing <br /> structure,the lateral load connection required by <br /> Section R507.1 shall be permitted to be in <br /> accordance with Figure R507.2.3(2). <br /> Siding <br /> Sheathing <br /> Note: ----` Flashing for <br /> This detail is applicable where <br /> floor joists are parallel to deck water tightness <br /> joists. <br /> E Decking <br /> y� Deck joists Table 8502.3.1(2) <br /> -- Approved joist hangers <br /> 2"min_ Pressure treated 2x ledger with <br /> fasteners per IRC Table R507.2 <br /> Holdown device min 750#capacity <br /> f a \ at 4 locations,evenly distributed <br /> Floor joists —1 \ along deck&1 within Z of each <br /> end of the ledger.Holdown devices <br /> shall fully engage deck joist_ <br /> �-A fully threaded 3/8"diameter lag <br /> screw predrilled w/min 3"penetration <br /> to top plate,studs,or header. <br /> Figure R507.2.3(2) <br /> (Insert Facing Page 146) <br /> Effective July 1, 2013 <br />
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