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411 <br /> •TEIUL ENGINEERING Pg: .1----- -,,W:) <br /> PROJECT TITLE: DARIOTIS DEVELOPMENTS TRAILER PROJECT #: DATE: 1/28/2018 USER'S INITIALS <br /> . <br /> BUILDING INFORMATION <br /> Project Title: DARIOTIS DEVELOPMENTS TRAILER <br /> Project #: <br /> Date: 1/28/2018 <br /> Designer: D. DARIOTIS <br /> Number of Stories: 2 <br /> Highest Story Ht: 11 <br /> Importance Factor: 1 <br /> Occupancy Catagory: II <br /> Lumber Species: HF <br /> Concrete Type: <br /> Design Load Bearing Value of Soils (Lbs.) : 1500 <br /> WIND INFORMATION <br /> Analytic Method: Rigid building of all heights. Design wind pressures determined by P=gGCP-qi(GCPI) <br /> Exposure Category: B <br /> Enclosure Classification: Enclosed <br /> Wind Speed (mph) : V = 110 <br /> Topo 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 = SDS / (R/I) <br /> Site Soil Classification <br /> Site Soil Classification: 1 D <br /> 0.2 sec Spectral Response Acceleration: Ss = 137.3% <br /> 1.0 sec Spectral Response Acceleration: S1 = 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: Sdl = 49% <br /> Overstrength Factor: Omega 4 2.5 <br /> Seismic Design Category: SDC = D <br /> Ground Snow Load (Lbs.) : I 25 • <br /> SUMMARY OF FORCES <br /> Story Forces <br /> Story Seismic 'Wind N-S Wind E-W <br /> MAIN FLOOR 2.32 12.12 3.39 <br /> UNDER FLOOR 0.52 i0.0 0.0 <br /> Seismic <br /> Response Coefficient: CS = 0.14 <br /> Total Seismic Weight: W = 22.112 <br /> Redundancy Coefficient: Rho = 1.3 <br /> Seismic Base Shear: (Cs*W) = 3.11 <br /> Design Base Shear: 0.7pCsW = 2.83 <br /> Wind <br /> Maximum main wind force resisting system design?pressures in any direction <br /> Story Wall Roof <br /> MAIN FLOOR +13.01/-3.71 +6.8 / -4.99 <br /> UNDER FLOOR +13.01/-3.71 1 +0 / -0 <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 2 Occupancy Category' II <br /> Distance from base to highest story (ft) 11 ! Lumber Used • Dry <br /> Importance Factor 1 Lumber Species i HF <br /> Wind Information <br /> Method of Analysis: Analytical Method <br /> Wind exposure cat. B Wind Speed, V 110 <br /> Hurricane Prone Region No Building Enclosure'! Enclosed <br /> On hill, ridge or escarpment? No Shape of feature Ridge <br />