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5/15/2014 <br />WIND <br />Detailed Wind Load Design (Method 2) per ASCE 7 <br />Description: Smart & Final, 1308 W. Edinger Ave, Santa Ana, CA, 92704 <br />Analysis by: MJA Job # 716.047 page 2- of Z <br />, User Input Data / 7 - . 2 1 'T Calculated.Parameters <br />Structure Type Other Importance Factor 1 <br />Basic Wind Speed (V)110 mph Hurricane Prone Region (V>100 mph) <br />Struc Category (1,11,111, or IV) 11 Table 6-2 Values <br />Exposure (B, C, or D) B Alpha =7.000 <br />Struc Nat Frequency (nl)1 Hz zg =1200.000 <br />Kd (Directonality Factor)0.85 <br />Overall Structure Ht (Ht)6.00 ft <br />Width Perp. To Wind Dir (B)7.75 ft At =0.143 1 1 <br />Width Paral. To Wind Dir (L)1.70 ft Bt =0.840 <br />Bm =0.450 <br />Calculated Parameters CC =0.300 <br />Type of Structure I =320.00 ft <br />HeighULeast Horizontal Dim 3.53 Epsilon =0.333 <br />Flexible Structure No Zmin =30.00 ft <br />Gust Factor Category I: Rigid Structures - Simplified Methodi t , <br />Gustl For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 <br />Gust Factor Category 11: +Rigid Structures - Complete Analysisi . -· <br />Zm Zmin 30.00 ft <br />Izm Cc * (33/«0.167 0.3048 <br />1-zm 1*(zm/33)AEpsilon 309.99 ft <br />Q (1/(1+0.63*((Min(B,L)+Ht)/LzmrO.63))AO.5 0.9706 <br />Gust2 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm))0.9077 <br />·Gust.Factor Summary - · <br />G Since this is not a flexible structure the lessor of Gustl or GusQ are used 0.85 <br />CC <br />}A <br />Of <br />039 <br />ut V <br />in ai <br />n 2; <br />linan <br />OFE <br />Design Wind Pressure - Open Buildings and Other Structures <br />Elev.Kz Kzt QZ Wind Pressure based upon different Cfs (lb/f02) <br />Cf (A&13)0.6*Cf <br />ft lb/fte 1.45 0.87 <br />15 0.57 1.00 15.13 18.65 11.19 0.00 0.00 1 0.00 0.00 <br />tor Ago:001.ere- 4=s=7' SAP= ),O <br />13= 8'(Ws= ).O1 <br />E¥,8.Us £ C-as).46-- <br />ft - 4-5 e E -7