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EXTERIOR SHEATHING .1/ lag screw/bolt spacing Finish Siding <br /> EXISTING STUD WALL I��� max. 24" o.c. Existing Structure 5heathing Existing 2x BAND JOIST <br /> OR ENGINEERING RIM �� v <br /> BOARD =� Lag screw or bolt Stagger fasteners in 2 rows Flashing <br /> 221, TIT <br /> DECK JOIST 2"min. <br /> �, <br /> rs.TA 'rr S1/2"min.for 2x8' :': :;':raneLAGSCREYrSOR BOLTS� • G/\ <br /> Ledger C. <br /> 9 Distance can be reduced to Deck ROOF Joist--. ----- JOIST HANGER 2"min. 4 1!2"if lag screws are used or <br /> Minimum edge distance for if bolt spacing is reduced hAti .` z <br /> specialized screws.See that of lag screws to attach 2x8 New 2x6 ° <br /> ® Connection To House manufacturers technical bulletin. ledgers to 2x8 band joists — � rafters at <br /> 16" o.c. ° <br /> typical at deck and deck - ° <br /> roof ledger O Deck Roof 1_a Screws z <br /> Connection To Hous g <br /> Joist Hanger <br /> New 2x6 <br /> New 2x6 rafters - �- ledger, <br /> at 16" o.c. 1" fasten per <br /> 1 A-10 <br /> w <br /> Twist Strap Finish Roofing (- <br /> w <br /> i Roofing Membrane 1 <br /> *.'..':.*.':**..'..s.jrii_ Flashing j__ <br /> -porr. . /- <br /> -..--..................i <br /> 2 L <br /> *1A-10 4' <br /> / - 5'.. 3 ,.. _:_. -2" >I L <br /> 7 <br /> � �y , _ _r_ -, ,-: <br /> it <br /> SubFascia I \ �/ 5'-11" - <br /> Joist Hanger d' cn <br /> O3 Deck Roof Connection To Upper Rail Beam a <br /> Zo <br /> TA-10 <br /> Co = ( <br /> ® Typical connection using Simpson Strong-Tie BG4 or similar. - W <br /> / �-4 --- --• r=- <br /> t > <br /> ® <br /> Typical connection using Simpson Strong-Tie BG52-2/4 or similar. I T ` a f li ) a 1 a <br /> I N\ <br /> 2x6 joist/rafter 5 DATE: <br /> 4 A-10 <br /> CD , _,_._-_}1n ® 5/16/2024 <br /> Elevation 6SCALE: <br /> SHEET: <br /> A-10 <br /> Elevation 11 <br />