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Hudziak Residence 14- r-07 �' SDA JobM 4983 7 <br /> ANFL X2M SNEARWAIl 0 enter I for upper flopr or O lor man floor Tnb. Aru (Upper) <br /> V(up�pe�1= 4668 Ib 3367 Ib l enter I for nght-iek, or 0 ior'ronLrear walls I subdiaphragm <br /> V(ma�n)= 4096 ib 2792 ib 12.75 Totai Length of Shearwalls 2A total lengrn <br /> :."(:v�nd) = 8764 Ib 1(Smc) = 6160 Ib <br /> . 344 PLF 242 PLF Trib. Area (Main) <br /> 5ubdiaphragm <br /> iicight of shcar wail = 8.I k Waght of shear r�all = I O Ib 2.0 toUi length <br /> Lenath o!shear wall = 3.25 k Tnbutary width for dead load(P I) = 6.0 ft <br /> Aspect PaGo Of Length of ad�o�ning wall (P2) = 4.0 ft <br /> WiND LOADING <br /> IBC 2306.4.I -� I.4 x U.93 x 380 = 495 PLF -� USE 2 <br /> OVERTURNING <br /> P2 <br /> 344 �PLF P I = 0.67 (6.0 x 3.3)x I 2 +[( 5.i x 33)1 i 0 = 332 it <br /> I � P2 = (4 0 / 3 3) x ( 332 ) = A08 Ib <br /> � P� T=C = ( 344 x B. I � - � 332 x .5 J - I 408) = 2210 �b <br /> ToGI = upper + lower 2014 + 22 10 4224 Ib <br /> } 3.25 I <br /> � T C � USE SIMPSON DESIGN nOIDOV✓rJ5 STnD14R1 <br /> SEISMIC LOADING <br /> IBC 23(`0.4.I -� (2u/�h) x 0.93 x 380 = 284 PLF -► USE QZ <br /> OVERTURNING <br /> ez <br /> 242 �PLF P I = 0.85 f e.0 x 3.3) x I 2 +[( 8.I x 3.3)] I 0 = ?23 It� <br /> P2 = (4.0 i 3.3) , ( 423 ) = S�O lb <br /> 8. I P� l T=C = f 242 x 8.I 1 - I 423 x .5 1 =f 5201 = 1225 Ib <br /> TOWI = upper + iower I 142 + i 225 2367 Ib <br /> 1 3.25 I <br /> � T + ^ USE SiMP50N DESIGN HOLDONQdS STIiD I OPJ <br /> ._�\ f � <br /> LYIM SIIEARWA 0 .� er I Ior o er floor or ior mam fb . , b. Area <br /> V pper)= 475 i Ib 3367 Ib O en[er I for nght-left, or O fOr}ront-rear wails I 5ubd�,aphrag <br /> V(man)= 4994 Ib 2792 Ib 1 TOWi Length ot Shearx�ails 4.0 :otal length <br /> 2(V.��ad) = 9745 Ib S(Smc) •= 61 60 Ib q�S <br /> v= �,•0'� PLF I 27 PLF i rib. Area (4^ain) <br /> Z�j�^ I subdiaph.length <br /> neight of shcar wall = 8.I k Y✓cigMt of shear wall = 10 Ib 4A [otal length <br /> Lcngth ot shear v,�all = 2.67 ft Tnbuary a�dth for dead load (P I) = 3A ft <br /> A,pcct PaGo OY, Length oi ad�oin�ng wali(P2) = 4A ft <br /> WIND LOADING <br /> iBC 2306.4.I -� I.4 x 0.93 • 260 = 339 PLF � USE Qi � <br /> P2 I OVEKTIJRN�� <br /> � 200_ PLF P I = 0.67 (3.0 z 2.7)x I 2 +�( 8.I x 2.7J� I 0 = 208 Ib <br /> P2 = (4.0 / 2.7) r ( 209 1 = 312 Ib �C� � � <br /> 8.� � P, 1 ,�-� - � '� < 9.i , _ , 208 . .5 , � � 3�2� - ��pSib I <br /> --► Total = Z upper + iow�er 1300 + �5 �5 ib�G� �j(C �����5� ~ <br /> '� z.�' I I�t(�J 5453 <br /> , c� USE S!MPSON DESIGN HOLDOIVNS 5 . �OPJ <br /> SEISMIC LOADIN6 ��i�./f 17� `�LC <br /> iBC 2306.4.I -� (2>JJ+) = 0.93 , 260 = 159 P�F � USE � <br /> P2 I f?.YEBIllP�11G(G <br /> � I 27 �PLF P! = 0.85 (3.0 x 2.7)* I 2 +�( 8.i z 2J)] 10 = 266 Ib <br /> P2 = (4.0 / 2.7) x ( 266 ) = 398 in <br /> 8. I P� ! T=C = I I 27 x 8.I ] . � 266 . .5 1=[ 3981 = 494 Ib <br /> Total = upper + lowcr 51 7 �94 101 I Ib / <br /> 2 67 <br /> i C USE SIh1P50N DESIGN h10LDOlVNS SmDBRi <br /> �.�� ,' l�� <br />