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Calculation' Bra Supporting 2x12s 117-19) <br />Induced Loading Derivation: <br />SL (Base) <br />L,: 19 ft. <br />it)tv: 100 plf <br />Rl Ri <br />4L� �. <br />Drift (from 2x12s): <br />W Li: 32.0 ft. <br />R, �-- L Rz tvl: 33.6 plf <br />Induced Member Loading (ASD): <br />1',:�;m,,: 0.0 k <br />1�aon,prexzmn: 0.0 k <br />Strong Axis Mx, 106.0 k-in b <br />Strong Axis Vt. 1.8k d <br />Wcak-Axis My, 0.0 k-in , <br />Weak -Axis V„ 0.0 k l�, <br />Rb<arinxcase 0.0 k <br />Rb,A,,..ua: 0.0 k <br />Span: 19.0 ft <br />USE 3-1/8x12 24F-1.8E (Unbalanced -Western Species) <br />DL <br />N� <br />Ri w: 60 pIf <br />L,: L9 ft. <br />Rt � <br />Roof LL <br />IIV V <br />L�: 19 ft. <br />SO pIf <br />WL <br />(+) <br />IV L�; 19 ft. <br />to: G4 pIf <br />R� Rz <br />AEI. (-) <br />R� R w: -74 pIf <br />t Lt ►� i <br />fAUE <br />13228 NE 20th St., Suite 100, Bellevue, \\+A 98005 1 (425) 614-0949 <br />Protect: South Point Plaza pg. No: B - 17 <br />Address: 10121 Evergreen Way tll Everett,WA 98204 Date: 6/27/23 <br />Client: SDH Architects, LLC Job No.: 23136 <br />DL <br />N� <br />Ri w: 60 pIf <br />L,: L9 ft. <br />Rt � <br />Roof LL <br />IIV V <br />L�: 19 ft. <br />SO pIf <br />WL <br />(+) <br />IV L�; 19 ft. <br />to: G4 pIf <br />R� Rz <br />AEI. (-) <br />R� R w: -74 pIf <br />t Lt ►� i <br />fAUE <br />13228 NE 20th St., Suite 100, Bellevue, \\+A 98005 1 (425) 614-0949 <br />Protect: South Point Plaza pg. No: B - 17 <br />Address: 10121 Evergreen Way tll Everett,WA 98204 Date: 6/27/23 <br />Client: SDH Architects, LLC Job No.: 23136 <br />fAUE <br />13228 NE 20th St., Suite 100, Bellevue, \\+A 98005 1 (425) 614-0949 <br />Protect: South Point Plaza pg. No: B - 17 <br />Address: 10121 Evergreen Way tll Everett,WA 98204 Date: 6/27/23 <br />Client: SDH Architects, LLC Job No.: 23136 <br />