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Calculation: Mansard Loading (6-9) <br />*** Mansard fiaming spaced at 2' o.c. <br />***Mansard framing is assumed to be 2x6s for material weight calculations <br />Weight of Mansard Assy.: <br />Wood Frame: 33 ft s <br />2 plf <br />= 66 lb <br />Sheathing & Finish: 20 psf x <br />2 ft trib, x <br />28.78 ft of surface <br />= 1151 Ibs <br />Snow Loading: 25 psf x <br />2 ft trib. x <br />7 It horiz <br />= 350 Ibs <br />Wind Pressures(-): -19.3 psf x <br />2 ft trib. x <br />7 ft <br />= -270 Ibs <br />Wind Pressures(+): 9.6 psf x <br />2 ft. trib. x <br />7 ft <br />= 134.4 Ibs <br />LLr: 20 psf x <br />2 ft trio x <br />7 ft <br />= 280 Ibs <br />Weight of Mansard Assy.: <br />1580 Ibs <br />Horiz, dist. to kicker: <br />2.85 ft <br />Vertical dist. to kicker: <br />7 ft <br />Moment created from Mansard: <br />4.50 k-ft <br />Horiz. load boot Mansard: <br />0.64 k <br />Axial load into kicker: <br />0.91 k <br />?AUN <br />1580 Ibs vertical weight per kicker <br />n <br />I <br />I <br />I <br />1 <br />I <br />Tl P <br />W11 r I <br />_ <br />t_ <br />418fl <br />Angle of Mansard: 45 deg = 0.785 rad <br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />1Project: South Point Plaza Pg. No: B - 7 <br />Address: 10121 Evergreen Way 4l Everett,WA 98204 Date: 6/27/23� <br />client: SDH Architects, LLC Job No: 23136 <br />