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IRAL ENGINEERING411 <br /> Pc <br /> PROJECT TITLE: DARIOTIS DEVELOPMENTS TRAILER PROJECT #: DATE: 1/28/2018 USER'S INITIALS: <br /> BUILDING INFORMATION <br /> Project Title: DARIOTIS DEVELOPMENTS TRAILER <br /> Project #: 6417 <br /> Date: 1/28/2018 REGISTERED <br /> Designer: D. DARIOTIS <br /> t ARCHITECT <br /> number of Stories: 1 • <br /> Highest Story Ht: 11 i D c DART S <br /> Importance Factor: 1 STATE OF NASBI WON <br /> Occupancy Catagory: II <br /> Lumber Species: HF <br /> loncrete Type: Non-Cracked <br /> Design Load Bearing Value of Soils (Lbs.) : 1500 <br /> 'TIND INFORMATION <br /> knalytic Method: Rigid building of all heights. Design wind pressures determined by P=gGCP-gi (GCPI1 <br /> Exposure Category: B <br /> Enclosure Classification: Enclosed <br /> fiind Speed (mph) : V = 125 <br /> rapo Factor: Kzt = 1 <br /> SEISMIC INFORMATION <br /> Seismic Force Resisting System <br /> Light-Framed Walls Sheathed with Wood Structural Panels Rated for Shear Resistance or Steel Sheets <br /> Equivalent Lateral Force Procedure: Calculation of Seismic Response Coefficient - Cs = SOS / (R/I) <br /> Site Soil Classification <br /> Site Soil Classification: D <br /> 0.2 sec Spectral Response Acceleration: Ss = 137.3% <br /> 1.0 sec Spectral Response Acceleration: Si = 48.7% <br /> Response Modification Factor: R = 6.5 <br /> Deflection Amp. : CD = 4 <br /> Long Period Transition Period: T(L) = 6 • <br /> Damped 0.2 sec SRA: Sds = 92% <br /> Damped 1.0 sec SRA: Shc = 49% <br /> Overstrength Factor: Omega = 2.5 <br /> Seismic Design Category: SDC = D <br /> Ground Snow Load (Lbs.) : 25 <br /> SUMMARY OF FORCES <br /> Story Forces <br /> Story Seismic Wind N-S Wind E-W <br /> MAIN FLOOR 1.43 2.74 4.38 <br /> Seismic <br /> Response Coefficient: CS = 0.14 <br /> Total Seismic Weight: W = 11.168 <br /> Redundancy Coefficient: Rho = 1.3 <br /> Seismic Base Shear: (Cs*W) = 1.57 <br /> Design Base Shear: 0.7pCsW = 1.43 <br /> Wind <br /> Maximum main wind force resisting system design pressures in any direction <br /> Story Wall Roof <br /> MAIN FLOOR +16.8/-4.79 +8.78 / -6.45 <br /> REPORT NOTES <br /> All supporting details and calculations can be found in the following sections of the report <br /> General Information <br /> Number of Stories 1 Occupancy Category <br /> Distance from base to highest story (ft) 11 Lumber Used Dry <br /> Importance Factor 1 Lumber Species OF <br /> Wind Information <br /> Method of Analysis: Analytical Method <br /> Wind exposure cat. B Wind Speed, V 125 <br /> Hurricane Prone Region Yes Building Enclosure 'Z,noldz5ed <br /> On hill, ridge or escarpment? Yes Shape of feature Ridge <br /> Taller than 15 or 60 ft? Yes Height of feature N/A <br /> Unobstructed? No Average Slope of feature 0 <br />