Laserfiche WebLink
��S oNRUCTU06,RADL oTECH NO oONGY Z�C40NSU Lo ANTS D <br />� <br />PROJECT: MA]ESTIC GLOVE, 2510 W. CASION ROAD, EVERETT, WA SHEET: 2 OF 2 0 <br />PROJ. NO.: 1384-59 DESIGNER: VH DATE: 09-12-12 � <br />CLIENT: BERRY SIGN SYSTEMS SIGN TYPE; MONUMENT QUANTITY: 1 D <br />r <br />DESIGN CODE- IBC 2009 w/ ASCE 7 Provisions UNITS; POUNDS, FT U.N.O � <br />ASCE 7-05 Wind Loads o <br />� <br />6.5.14 F=qh*G*Cf*AS m <br />6.5.10 qh = 0.00256*t�,*Krt*IC�*VZ*I Occupany Category: II (Table 1-1) � <br />Krt= 1.0 (unless unusual landscape) I= 1 (Section 6.2) m <br />0 <br />Kh= table 6-3 Exposure C m <br />� <br />Kd= 0.85 (Table 6-4, for signs) I= 500 (constant for LZ. Table 6.2) Z <br />V= 85 mph e= 0.2 0 <br />6.5.8 G=0.925 ((1+1.7*gq*IZ*Q)/(1+1.7*g„*IZ)) or 0.85 c= 0.2 m <br />i�=c*(33/z)�lib� p <br />z=max(0.6*h, zmin) Z <br />D <br />zmin= 15 Load Combination Factor = 1.0 (Per 2.4.1) z <br />� <br />g„= 3.4 O <br />� <br />gq= 3.4 m <br />Q=�/( 1.0 / (1+0.63*(B+h)/LZ�0.63 ` � <br />i <br />� <br />LZ= I*(Z/33)e 0 <br />� <br />sign m <br />elem. # h Kh qh G s/h B/s C, pressure F � <br />� <br />1 7 0.85 13.36 0.85 1.00 1.02 1.45 16.47 827 � <br />sum: 827 A <br />T <br />