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` •L ERAL ENGINEERING 41, Pg.: 3 3 <br /> PROJECT TITLE: DARIOTIS DEVELOPMENTS TRAILER PROJECT #: DAME: 1/28/2018 USER'S INITIALS: <br /> Twice as tall as other features? Yes Distance from feature to building site <br /> Directionality Coefficient (Kd) 0.85 Kzt I .,%00 <br /> a 7 Zg 126.663 <br /> Seismic Information <br /> Method of Analysis: Equivalent Lateral Force Method <br /> Site Class D Long-Period Transition Period (sec) 6 <br /> 0.2 Sec. Spectral Response Acceleration, Ss 137.3% Damped 0.2 Sec. Spectral Response Ace., Sds92% <br /> 1 Sec. Spectral Response Acceleration, S1 48.7% Damped 1 See. Spectral Response Ace., Sdl 49` <br /> Response Modification Factor, R 6.5 Seismic Design Category T.. <br /> Deflection Amplification Factor 4 System Overstrength Factor, 0 2.5 <br /> Total Forces of Building <br /> Response Coefficient (Cs) 0.14 <br /> Total Seismic Weight (w) 11.17 kips <br /> Redundancy Coefficient (Rho) 1.30 <br /> Base Shear (Cs*W) 1.57 kips <br /> Design Base Shear (0.7pCsW) 1.43 kips <br /> MAIN FLOOR Story Seismic Dead Loads <br /> Diaphragm Tributary Exterior Wall Interior Wall Total <br /> Area Unit DL Wt St Ln Unit DL Wt Wt Below Wt Above Added Added Die Wt <br /> Dia (sq ft) (pat) (its) (ft.) (ft) (psf) (lbs) (lbs) (lbs) DL DL Area (lbs) <br /> 21 672 10 6720 4 112 8 3584 864 - 0 0 17168 <br /> Tonal - - 6720 - - - 3584 864 - - - <br /> Story Wt 11168 <br /> ( AIN FLOOR Story Seismic Forces <br /> Seismic Weight (w) 11.17 kips <br /> Height (h) 11.00 ft <br /> Vert. Distribution (Cy) 1.00 <br /> Story Shear (V) 1.57 kips <br /> Design Story Shear (0.7pV) 1.43 kips <br /> Area 672.00 sqft <br /> MAIN FLOOR Story Building Exterior <br /> height East Face West Face North Face South Face <br /> From Roof Roof Roof Area Ext Roof Area Ext Roofl. Area Ext Roof Area Eat <br /> Dia Base(ft) Type Slope Dir Area(sgft) Walis(sgft) Area(sgft) Walls(sgft) Area1sgft) Walls(sgft) Area(sgft.) Wails(sgtt) <br /> Ul. 11 Other 1 E-W 56 224 56 224 6 0 6 <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 Otis. ^+'' <br /> Dia Grid Grid (ft) Grid Grid (ft) (sgft) Shear (plf) Shear (plf) Governing Shear (pit: Shea _. <br /> 2_ 2 1 56 A B 12 672 49 26 Wind 365 119 Win <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) GridlGridline (2, 4) Gridline <br /> Line Allocation (ft) (lb) (lb) Force (lb) Force (1b) Force (lb) <br /> 1 50%(1-2) (21)=50%(56 ft.) 28 13'72 0 1372 728 0 <br /> 2 50%(1-2) (U1)=50%(56 ft.) 28 1372 0 1372 728 0 <br /> MAIN FLOOR Story Lateral Forces Running E-W: Tributary Method <br /> Tributary Tributary Added Wind Load CaSeismic Wind Load Case <br /> Grid Width Force Force (1, 3) GridlGridline (2, 4) Gridli.ne. <br /> Line Allocation (ft) (lb) (lb) Force (lb) Force (lb) Force (lb) <br /> A 50%(A-B) (U1)=50%(122 ft.) 6 2190 0 2190 714 0 <br /> B 50%(A-B) (U1)=50%(12 ft.) 6 2190 0 2190 714 0 <br /> MAIN FLOOR Story Shear Walls Running N-S <br /> Acting Wind Acting Seis. Shear Wall Shear Wall Shear Nall Seis. Shear <br /> Grid Wall Length Height Unit Shear Unit Shear Shear Wall Wind Unit Shear. Seis. Unit Shear Uplift <br /> Line # (ft) (ft) (plf) (plf) Type Capacity (plf) Capacity (plf) (It) <br /> 1 1 12 8 114 61 A 336 239 2836 <br /> 2 1 12 8 114 61 A 336 239 2836 . <br /> MAIN FLOOR Story Shear Walls Running E-W <br /> Acting Wind Acting Seis. Shear Wall Shear Wail Shear Wall Shear Well <br />