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== Simpson Strong -Tie <br />2015 IRC Required Braced -Wall -Line Length Calculations <br />PROJECT INFORMATION <br />NAME: 20017 Ram Nehra <br />ADDRESS: 4736 Bayview Lane. Everett. WA, 98203 <br />WALL DIRECTION: Front to Back <br />SEISMIC DESIGN CATEGORY: D1 <br />ULTIMATE DESIGN WIND SPEED: 110 mph <br />WIND EXPOSURE CATEGORY: B <br />STONE OR MASONRY VENEER No <br />Wall line A2 <br />Wall Line e-2 <br />Ereoe�WalH.ine L^^aGcn <br />2nd of2-aW, <br />2 dof2stmy <br />Ease s P.idge Height <br />E. h <br />5ft <br />esre0.Wal1{ine Sy➢dn9 <br />15.00 ft <br />1_.00 h <br />Eraao-Wall-Line Lengtr <br />20ft <br />23 It <br />Wall Hayht <br />8 ft <br />8 ft <br />8.dng R1eIDcd <br />: *SF <br />Sd/ep <br />38 nd,.Wi TYpa <br />WA <br />WA <br />CYeaum Stall Beard cn huide <br />Y. <br />Y. <br />Y.aiacntal JOin Blod ad <br />Y. <br />Yea <br />Hcldcx C=_via Used <br />lac <br />Flo <br />Well Cead Load <br />: S psf <br />8 psf <br />RecfZailing Cast Load <br />-1E py{ <br />-ISO <br />Tv.claed'Wine Esoing A cunt <br />a<eft <br />Z2:h <br />Edpaure Height Pads <br />1 <br />1 <br />Eavttc-Rldae Heigh FacC• <br />0 - <br />3.7 <br />Wind Wall Hoieh[ Fade <br />0.9 <br />0-3 <br />Ni ,,_v e B At Fedor <br />1 <br />1 <br />Xaldmm FaCcr <br />1 <br />1 <br />elcaed Jci� Fadc0 <br />1 <br />1 <br />oypa on ISoe F.. <br />1 <br />1 <br />9fnd C-E Ccnzcudicrt Fadw <br />1 <br />1 <br />Raauhed Wind 6➢dng Ameu1R <br />1 e2 ft <br />1F2It <br />Ts➢ulaM_Se is Eadng Amwrtt <br />3<ft <br />3.eh <br />_ <br />5•ismic Niell H*ight Feder <br />1 <br />1 <br />BW'L Sped, F➢tl.w <br />1 <br />Elebed Jchrt F.1 <br />1 <br />Gypsum do lm de Fader <br />1 <br />I <br />Samlid C-e Consndion FHfJw <br />1 <br />. <br />Wall Cead Load Faoda <br />3.SS <br />].3? <br />www.strongde.corn'webappslbracedWa[I This is page 1 of 2 <br />