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sazan <br />Project <br />606 SOUTH VAN NESS AVE- SANTA ANA <br />Job Ref. <br />Section Sheet no./rev. <br /> 3 <br />Calc. by <br />M.A <br />Date <br />12/17/2024 <br />Chk'd by Date App'd by Date <br />Walls load case 2 - Wind 0, GC pi -0.18, -0cpe <br />Zone <br />Ref. <br />height <br />(ft) <br />Ext pressure <br />coefficient cpe <br />Peak velocity <br />pressure qp <br />(psf) <br />Net pressure <br />p <br />(psf) <br />Area <br />Aref <br />(ft2) <br />Net force <br />Fw <br />(kips) <br />A 8.00 0.80 11.19 9.63 222.00 2.14 <br />B 10.57 -0.46 11.19 -2.38 222.00 -0.53 <br />C 10.57 -0.70 11.19 -4.65 348.80 -1.62 <br />D 10.57 -0.70 11.19 -4.65 348.80 -1.62 <br />Overall loading <br />Projected vertical plan area of wall ;Avert_w_0 = b  H = 222.00 ft2 <br />Projected vertical area of roof ;Avert_r_0 = b  d/2  tan(0) = 142.61 ft2 <br />Minimum overall horizontal loading ;Fw,total_min = pmin_w  Avert_w_0 + pmin_r  Avert_r_0 = 4.69 kips <br />Leeward net force;Fl = Fw,wB = -0.5 kips <br />Windward net force ;Fw = Fw,wA = 2.1 kips <br />Overall horizontal loading ;Fw,total = max(Fw - Fl + Fw,h, Fw,total_min) = 4.7 kips <br />Roof load case 3 - Wind 90, GC pi 0.18, -cpe <br />Zone <br />Ref. <br />height <br />(ft) <br />Ext pressure <br />coefficient cpe <br />Peak velocity <br />pressure qp <br />(psf) <br />Net pressure <br />p <br />(psf) <br />Area <br />Aref <br />(ft2) <br />Net force <br />Fw <br />(kips) <br />A (-ve)10.57 -0.90 11.19 -10.58 182.66 -1.93 <br />B (-ve)10.57 -0.90 11.19 -10.58 182.66 -1.93 <br />C (-ve)10.57 -0.50 11.19 -6.77 365.32 -2.47 <br />D (-ve)10.57 -0.30 11.19 -4.87 228.49 -1.11 <br />Total vertical net force ;Fw,v = -7.11 kips <br />Total horizontal net force ;Fw,h = 0.00 kips <br />Walls load case 3 - Wind 90, GC pi 0.18, -cpe <br />Zone <br />Ref. <br />height <br />(ft) <br />Ext pressure <br />coefficient cpe <br />Peak velocity <br />pressure qp <br />(psf) <br />Net pressure <br />p <br />(psf) <br />Area <br />Aref <br />(ft2) <br />Net force <br />Fw <br />(kips) <br />A 13.14 0.80 11.19 5.60 348.81 1.95 <br />B 10.57 -0.50 11.19 -6.77 348.80 -2.36 <br />C 10.57 -0.70 11.19 -8.68 222.00 -1.93 <br />D 10.57 -0.70 11.19 -8.68 222.00 -1.93 <br />Overall loading <br />Projected vertical plan area of wall ;Avert_w_90 = d  H + d2  tan(0) / 4 = 348.80 ft2 <br />Projected vertical area of roof ;Avert_r_90 = 0.00 ft2 <br />Minimum overall horizontal loading ;Fw,total_min = pmin_w  Avert_w_90 + pmin_r  Avert_r_90 = 5.58 kips <br />Leeward net force;Fl = Fw,wB = -2.4 kips <br />Windward net force ;Fw = Fw,wA = 2.0 kips <br />Overall horizontal loading ;Fw,total = max(Fw - Fl + Fw,h, Fw,total_min) = 5.6 kips <br />Page 28 of 213