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Fludziak Re;idence � 14-A r-07 t SD� Jobk 4983 8 <br /> ANFL Y2M SHEARWALL 0 en[er i tor upper Boor or O for main floor Tnb. Arca (Unper) <br /> V(upper)= 4751 Ib 3367 Ib 0 enter I for ngMblek, or 0 for front-nar walis BI subd�aphngm <br /> V(ma�n)= 4994 ib 2792 Ib 7 Tcal Length c( Shcarwails 2.0 total ien5th <br /> 2(V✓md) = 9745 Ib f(Smy = 61601b <br /> v = 696 PLF 440 PLF Tnb. Area (Ma�n) <br /> 1 subd�aphragm <br /> Ffeight oi shear wall = 8.I k VJe�ght ol shear wall = 10Ib 2A to:al lengch <br /> Leng[h of 5hear wall = 7.00 k Tnbutary wid[h for dead load(P I) = 3.0 ft <br /> Aspect Ratio OK Length of ad�oming wall (P2) = 4.0 h <br /> WitJD tOADMG <br /> IBC 2306.4.i -� I.4 a 0.93 + 600 = 781 PLF -� USE 4 <br /> OVERTURNING <br /> P2 <br /> 6�PLF P I = 0.67 (3.0 x 7.0)x I 2 +[( d.I r 7.0)1 1 O = 546 Ib <br /> P2 = (4.0 / 7.0) x ( 546 ) = 31 2 Ib <br /> 8.I P� 1 T=C = ( 696 • 8. I � - � 546 . .5 ] - f 31 2) = SC53 ib <br /> Total = upper + lower = �0 + 5053 = 5053 Ib <br /> 7 <br /> T C U5E SIMPSON DE51GN FtOLDOW`JS Pt1D6-SD53 <br /> SEISNiC LOADING <br /> IBC 2306.4.I -� Q93 x 600 = 558 PLF -� USE 4Q <br /> OVEP,TURNING <br /> P2 <br /> 440 PLF P I = 0.85 (3.0 x 7.0)x I 2 +[( 8.I� 7.0)1 10 = 696 Ib <br /> 1 P2 = (4.0 / 7.0) � ( 695 ) = 3931b <br /> B.I I p� � T=C = f 440 x 8,I ] - � 696 x .5 ] �-f 39H] = 2819 Ib <br /> � 7oul = upper + iower �O � + 28 i 8 281 B Ib <br /> T ^ 1 USE SIMPSOIJ DESIGN HOLDOWNS STnD I ORl <br /> ��- <br /> ANFL Y3M SHEARWALL 0 enter I for upHer flocr or 0 ior main iloor Tnb. Are.a Npner <br /> V(upper)= 4751 Ib 3367 Ib 0 enter I for nght-leh, or 0 for front-rear walls BI subdiaphrag <br /> V(main)= 4994 IL 2792 Ib I Total Length of SNearwails 4A total length <br /> �'(Wmd) = 9745 Ib `-�(Smc) = 6160 Ib <br /> v= �PLF 78 PLF 1� '� Trib. Area(Mam) <br /> � 1 I subdiaphraym <br /> Ffeight ot shear wall = 8.I ft PJe�gh[ot shear wall = 10 Ib 4A Cotal lenyth <br /> Leng[h of shear wall = 3.50 k Tr�buGry w�dth ior dead load (P I) = 3.0$ <br /> Aspect Rado O� Length of ad�oming wall(P2) = 4.0 R <br /> WINU LOADING <br /> i9C 2306.4.I � I .4 a J.93 x 260 = 339 FLF -� USE QI <br /> P2 I QVERTURNING <br /> � I�y PLF P I = 0.67 (3.0. 3.5) z i 2 +�( b.i. 3.Sp I 0 = 273 ib <br /> � P2 = (4.0 / 3.5) x ( 273 ) = 3 i 2 Ib <br /> 8. I I P+ 1 T=C = [ ,X.�y�,' x 8.I I - I z�� x .5 1 - f 3 I 2] = 551 Ib �C'95 <br /> � � TOUI = upper + lower 71 7 + �C I'367 Ib '.� ';�� � <br /> � 3 5 l ��- <br /> T C USE SI��iP50N DESIGN F10LDOltMS 57t1D8°J <br /> SEISMIC LOADIIJG <br /> IBC 2306.4. � -� (2w\h) x 0.93 x 260 = 209 PLF -� USE QI <br /> P2 I Qy�@LI!$yl�1Cx <br /> � 7�� PLF PI = O.BS (3.Ox 3.5)x 12 +(( B.Ix 3.5)� 10 = 3481b <br /> � P2 = (4.0 / 3.5) x ( 348 ) = 39816 <br /> 9. i I Pt � T=C = I 78 x 9, � J - ( 348 x .5 ] - [ 398] = 60 Ib <br /> � 7o[al = upper + lower 36.4 + 60 96 Ib <br /> 35 <br /> T C NO HOLDON'NS RiQUIRED O�: - <br /> � �� ��� <br />