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EXTERIOR SHEATHING "_, lag screw/bolt spacing Finish Siding <br /> • EXISTING STUD WALL 24" Existing Structure - <br /> I® max. o.c. Sheathing <br /> Existing 2x BAND JOIST `S_ <br /> OR ENGINEERING RIM �_ <br /> BOARD =� > Lag screw or bolt Stagger fasteners In 2 rows Flashing <br /> ruin lilt <br /> 111111 <br /> tj DECK JOIST 2"min.i;=-fi1 5112"min.for 2x8' � :; :::' :rane <br /> iish nsitZC6 1/2"min.for 2x10 <br /> 1 . LAG SCREWS OR BOLTS 5'max" • 71/2"min.for2x12 0 <br /> ,i�„Alit ® • - • * ua . /\ <br /> 3/4'min. G m <br /> I- I Ledger •Distance can be reduced to .... <br /> Deck Roof Joist <br /> ;. .3 X X 2"min. <br /> — JOIST HANGER 4 1/2"if lag screws are used or <br /> Minimum edge distance for if bolt spacing is reduced to •� z <br /> specialized screws.See that of lag screws to attach 2x8 33 New 2x6 0 <br /> ED Gonnection To House manufacturers technical bulletin. ledgers to 2x8 band joists '�/� rc <br /> ��� rafters at N <br /> � w <br /> 16 o.c. <br /> typical at deck and deck ° <br /> z <br /> roof ledger O Deck GonnectioRoofn To Hous: Lag Screws <br /> Joist Hanger <br /> 7 t New 2x6 <br /> New 2x6 rafters ---- 1 — ledger, <br /> at 16" o.c. m If fasten per <br /> 1A-10 <br /> w <br /> Twist Strap Finish Roofing <br /> W <br /> Roofing Membrane I - i <br /> e -_ Flashing <br /> / <br /> 2 <br /> ) 1A-10 3 — E c6 <br /> A-10 4 <br /> cz CI <br /> a>- /X\ 5'-2 A-10 0 1K <br /> 4x8 Beam Gutter k iii�iiii���� 16j� _ N m Qa <br /> 4x4 Post Fascia ii / ( j <br /> — SubFascia -�/ 5'-11" : <br /> Joist Hanger `3 m _- <br /> I Zo :TM <br /> c <br /> 0Deck Roof Gonnection To Upper Rail Beam A-10 <br /> i ( o <br /> ® Typical connection using Simpson Strong-Tie BG4 or similar. _ . <br /> 0Typical connection using Simpson Strong-Tie BG52-2/4 or similar. ( I - '' ) \ iP i‘i )i 6 l it <br /> / cN ( Z <br /> I <br /> i o <br /> 2x6 joist/rafter ' - 5 A-10 4 DATE: <br /> CD (n:_ic, ® 5/16I2024 <br /> Elevation 6 SCALE: <br /> SHEET: <br /> A-10 <br /> Elevation 11 <br />