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i <br /> 41TERAL ENGINEERING •, Pg• -- _� <br /> PROJECT TITLE: DARIOTIS DEVELOPMENTS TRAILER i PROJECT #: DATE: 1/28/2018 1R'S INITIALS <br /> i <br /> Taller than 15 or 60 ft? No 1 Height oif feature N/A <br /> Unobstructed? No Average Slope of feature N/A <br /> Twice as tall as other features? No Distance( from feature to building site N/A <br /> Directionality Coefficient (Kd) 0.85 Kzt ( 1.000 <br /> a 7 i Zg 1200.000 <br /> Seismic Information <br /> Method of Analysis: Equivalent Lateral Force Method <br /> Site Class D i Long-Period Transition Period (sec) 6 <br /> 0.2 Sec. Spectral Response Acceleration, Ss 137.3% Damped 01.2 Sec. Spectral Response Acc., Sds92% <br /> 1 Sec. Spectral Response Acceleration, S1 48.7% Damped li Sec. Spectral Response Acc., Sdl 49% <br /> Response Modification Factor, R 6.51 Seismic ?Design Category ` D <br /> Deflection Amplification Factor 4 1 System Overstrength Factdr, 0 2.5 <br /> . <br /> Total Forces of Building <br /> Response Coefficient (Cs) 0.14 <br /> Total Seismic Weight (w) 22.11 kips <br /> Redundancy Coefficient (Rho) 1.30 <br /> Base Shear (Cs*W) 3.11 kips <br /> Design Base Shear (0.7pCsW) 2.83 kips <br /> MAIN FLOOR Story Seismic Dead Loads <br /> Diaphragm Tributary Exterior Wall i Interior Wall Total <br /> Area Unit DL Wt Ht Ln Unit DL Wt Wt Below Wt Above Added Added Dia Wt <br /> Dia (sq ft) (psf) (lbs) (ft) (ft) (psf) (lbs) (lbs) I(lbs) DL DL Area (lbs) <br /> UI 672 10 6720 4 112 6 3584 864 - 0 , 0 11168 <br /> Total - - 6720 - - - 3584 864 - - <br /> Story Wt 11168 <br /> MAIN FLOOR Story Seismic Forces <br /> Seismic Weight (w) 11.17 kips <br /> Height (h) 11.00 ft <br /> Vert. Distribution (Cv) 0.82 <br /> Story Shear (V) 2.55 kips <br /> Design Story Shear (0.7pV) 2.32 kips <br /> Area 672.00 sgft <br /> MAIN FLOOR Story Diaphragms <br /> Running N-S Running E-W Running N-S Running E-W <br /> East West Width North South Width Area Applied Wind Applied Seis. Wind / Seis Applied Wind Applied Seis. Wind / Seis <br /> Dia Grid Grid (ft) Grid Grid (ft) (sgft) Shear (plf) Shear (plf) Governing Shear (pif)' Shear (plf) Governing <br /> Ui 2 1 56 A B 12 672 38 41 Seismic 283' 193 Wind <br /> I <br /> MAIN FLOOR Story Lateral Forces Running N-S: Tributary Method <br /> Tributary Tributary Added Wind Load CaSeismic Wind:Load Case <br /> Grid Width Force Force (1, 3) GridiGridline (2, 4) Gridline <br /> Line Allocation (ft) (lb) (lb) Force (jlb) Force (lb) Force (lb) <br /> 1 501(1 2) (U1)=50%(56 ft.) 28 1148 0 1064 1148 0 <br /> 3O%(1 ') (UI)-50%(S6 ft.) 28 1148 0 1064 ' 1148 0 <br /> 1 <br /> 1 <br /> MAIN FLOOR Story Lateral Forces Running E-W: Tributary Method . <br /> Tributary Tributary Added Wind Ldad CaSeismic Wind Load Case <br /> Grid Width Force Force (1, 3) GridlGridline (2, 4) Gridline <br /> Line Allocation (ft) (lb) (lb) Force (lb) Force (lb) Force (lb) <br /> A 50%(A-B) (U1)=50%(12 ft.) 6 1698 0 ! 1698 1 1158 0 <br /> B 50%(A-B)(Ul)=50%(12 ft.) 6 1698 0 1698 1 1158 0 <br /> MAIN FLOOR Story Shear Walls Running N-S <br /> Acting Wind Acting Seis. Shea Wall Shear Wall Shear Wall Seis. Shear <br /> Grid Wall Length Height Unit Shear Unit Shear Shear Wall Wind,Unit Shear Seis. Unit Shear Uplift Wall Drift <br /> Line # (ft) (ft) (plf) (pif) Type Capacity (plf) Capacity (pif) (lb) (in) <br /> 1 1 12 8 89 96 A 336 239 0 0.24 <br /> 2 1 12 8 89 96 A 336 239 0 0.24 <br /> MAIN FLOOR Story Shear Walls Running E-W <br /> Acting Wind Acting Seis. Shear Wall Shear Wall Shear Wall Shear Wall <br /> Grid Wall Length Height Unit Shear Unit Shear Shear Wall WindlUnit Shear Seis Unit Shear Uplift Drift <br /> Line # (ft) (ft) (plf) (plf) Type Capadity (plf) Capacity (plf) (lb) (in) <br /> A 1 16 8 67 45 A 336 239 701 0.13 <br /> A 2 9.5 8 67 45 A i 336 239 632 0.16 <br /> I <br />