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� <br />z <br />3 <br />� <br />a <br />��S oNRUCTU06,RADL oTECH NO oONGY Z�C40NSULo ABNTS <br />PROJECT: MAIESTIC GLOVE, 2510 W. CASION ROAD, EVEREfT, WA SHEET: 1 OF 2 <br />PROJ. NO.: 1384-59 DESIGNER: VH DATE: 09-12-12 <br />CLIENT: BERRY SIGN SYSTEMS SIGN TYPE: MONUMENT QUANTITY: 1 <br />DESIGN CODE- IBC 2009 w/ ASCE 7 Provisions <br />units; pounds, feet u.n.o. <br />Wind DeSign (wind design governs) <br />�z.=6 Basic Wind Speed: 85 asce �-os, Fig. 6.1 <br />Exposure C <br />Design Wind Pressures (ps� <br />Heights; 15 16.47 <br />Area Force Arm Moment <br />50.2 827 3.5 2893 <br />xl.l(Fig.6-20 note 3 s/h=1) 3183 <br />Footing Design <br />I8C Table 1806.2 & Sec. 18063.4 <br />Footing Type: square (Ignore 0.5 ft of soil below grade'- �ro;} �-'^u� <br />5= Soil Pressure (100x2): 200 b= 4.24 <br />Sl = S x d/3 S, = 266 <br />A=2.34P/Slxb A= 1.71 <br />d =0.5A { 1+[1+(4.36h/A)]'�') } = d = 4.00 <br />Formula Per IBC Section 1807.3.2.1 <br />Footina size: 3'-0" x3'-0" x4'-6" Depth <br />Column Design <br />Pipe Steel - ASTM A53 Grede B(Fy = 35 ksi) <br />Moment at base (#-ft): 3,637 <br />Required S (in3): 2.1 <br />Sreq'd = Moment x 12 / (1*21000) <br />H(ft) M(ib/ft) S req'd. Size (in) Ibs / ft t(in) 5(in3) V(Ib) <br />-0.5 3,637 2.1 4.0 10.8 0.237 3.0 - <br />c <br />� <br />m <br />v <br />� <br />< <br />