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LI & LI ENGINEERING SERVICES P <br />REGISTERED CIVIL ENGINEERS E <br />OWNER: J <br />PROJECT: <br />Lateral Analysis (Y-Y Direction) <br />Line 2 <br />Windl Design Wind Pressure (PSF) <br />10.02 <br />Seismic Design V Roof DL (PSF) <br />0.112 12 <br />from: NEW <br />X Width (FT) I Y Length <br />16.83 1 43.83 <br />from: EXISTING <br />X Width (FT) I Y Length <br />I <br />Seismic Governs <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />!S' <br />GE Mrpyed <br />RMIrr DANCE <br />BNO•� - . <br />Master <br />Date: <br />Roof Height (FT) Story Height (FT) # of Stories (FT) Height for Calc (FT) <br />3.00 8 1 5.50 <br />Wind Load (PLF) Trib Width (FT) Wind Shear (LBS) <br />55 8.42 464 <br />DL (PSF) I Half Wall DL (PSF) I V (PSF) <br />0 1 8 1 2.23 <br />Area (FTA2) Shear (I <br />369 824 <br />Half Area (FTA2) Shear (LBS) I Seismic Shear (LBS) <br />E =1 824 <br />Governing Shear = 824 Ibs <br />Shear Wall Segment <br />1 2 3 4 5 <br />Total <br />L(FT) <br />Unit Shear <br />(PLF) <br />12.33 1 11.41 1 1 <br />23.7 <br />35 <br />USE: A 10 SHEAR PANEL and Simpson A-35 @ 48 " O.C. <br />U7— glift—I <br />Wall <br />Wall Height (ft) <br />Wall Segment (ft) <br />Unit Shear (Ibs/ft) <br />Bearing? (Y=1. N=0) <br />1 <br />8 <br />12.33 <br />35 <br />1 <br />2 <br />8 <br />11.41 <br />35 <br />1 <br />Wall <br />Roof D.L. (psf) <br />Tributary (ft) <br />Ceiling D.L. (psf) <br />Ceiling Tributary (ft) <br />Wall D.L. (psf) <br />Tot. Wall Height (ft) <br />1 <br />12 <br />4.00 <br />0 <br />0.00 <br />15 <br />8 <br />2 <br />12 <br />4.00 <br />0 <br />0.00 <br />15 <br />8 <br />Wall <br />Overturning Moment (ft-Ibs) <br />Resistance Moment (ft-Ibs) <br />Adjustment Factor <br />Uplift (Ibs) <br />USE Provides (Ibs) <br />No Uplift <br />No Uplift <br />1 <br />3423 <br />12770 <br />.9 <br />-655 <br />2 <br />3167 <br />10936 <br />.9 <br />-585 <br />