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, <br /> 7 7 <br /> , i <br /> 5.Velocity Pressure Coefficient Kz(ASCE 7-10,Table 6-3) <br /> KZ: tabulated using constants from Table 6-2 <br /> EXPOSURE CHOSEN: B <br /> Exposure a (ft) <br /> B 7 1200 <br /> C 9.5 900 <br /> D 11.5 700 <br /> For15ft<=z<=z Forz< 15ft <br /> Kz= 2.01 (Z/Zg) e KZ= 2.01 (15/2g)(tia� <br /> 6.Velocity Pressure Coefficient Kd(ASCE 7-10,Table 6-4)* <br /> Structure T Directionali Factor Kd <br /> Buiidin 0.85 <br /> Arched Roofs 0.85 <br /> Chimneys,Tanks and Similar <br /> Structures <br /> -Square 0.9 <br /> -Hexagonal 0.95 <br /> -Round 0.95 <br /> Solid Si ns 0.85 <br /> Open Signs and Lattice <br /> Frameworfc 0.85 <br /> Trussed Towers <br /> -Triangular,square, rectangular 0.85 <br /> -all other cross sections 0.95 <br /> *This factor should only be applied when used in conjunction with load <br /> combinations specified in sections 2.3 and 2.4 in ASCE/SEI 7-05 <br /> 7.Velocity Pressure Coefficient Kzt(ASCE 7-10, Figure 6-4) <br /> Please Refer to ASCE/SEI 7-05 <br /> -This only applies'rf structure is built on a hill or escarpment <br /> 8.importance Factor for Wind Iw(ASCE 7-10,Table 6-1) <br /> BUILDING CAT.CHOSEN: II <br /> Non-Hurricane Prone Regions <br /> Building Occupancy Category and Hurricane Prone Regions Hurricane Prone Regions with <br /> with V=85-100 m h and Alaska V>100 mph <br /> � 0.87 0.77 <br /> II 1 1 <br /> III 1.15 1.15 <br /> IV 1.15 1.15 <br /> JOB N0: Able Energy <br /> NAME: Robb Residence <br /> Sheet 5 <br />