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Calculation: DBLOWWJ Derivation (25-) <br />DBL <br />Ri <br />from (E) OWNW, see <br />Length of (E) DBL OWWJ from <br />wall that will he "kept" <br />1,: 13.74 0. <br />M",,,,I,,azl: <br />164.9 k-in. <br />- <br />Li: 7 d. <br />R,=V,: <br />1.001 <br />Max. weight <br />P: 1.96 k <br />Rz V,+Vi: <br />2.96 k <br />transferred to new <br />V,: <br />1.96 k <br />members, Factored <br />VM,s: <br />196 k <br />Weight applied from B2 + <br />weight of Mansard <br />23 For derivaton: <br />Length of (E) OWWJ from <br />wall that will be "kept" <br />OWWJ Load distribution to New Member .___.. .,�....._.___ <br />I <br />JAUE <br />Dbl OWWJ <br />L 15.81 Mllti,q,pzl: 94.8 k-in. <br />L2: 5 ft. R, V,: 0.50 �k Max. weight <br />P P: .58 k Rz V,+V,: 2.08 k transferred to new <br />V,: 1.58 k members, Factored <br />Rz \ Vnus- 1.58 k <br />Weight of Mansard <br />Controls. Will keep 16 ft of (E) <br />OWWJ & DBL 0WW1 to handle <br />overhang loading <br />Length of (E) DBL OWWJ from wall that will be <br />"kept", ADJUSTED FOR WORST CASE <br />L,: 15.81 A. M"ter tp, ail: <br />164.9 k-in. <br />_ P <br />Li: 7 ft. R,=V,: <br />0.87 Ic <br />Max. weight <br />P: 190 k Rz V,+V2: <br />Vz: <br />2.83 k <br />1.96 k <br />transferred to new <br />members, Factored <br />R, <br />\ Vm,rz: <br />1.96 k <br />Weight applied from B2 + <br />weight of Mansard <br />13228 NE 20th St., Suite I00, Bellevue, WA 98005 1 (425) 614-0949 <br />Project: South Point Plaza Pg. No: B - 27 <br />Address: 10121 Evergreen Way #I Everett,wA 98204 Date: 6/27/23 <br />Client: SDI -I Architects, LLC Job No.: 23136 <br />