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, <br /> I <br /> TABLE 3: ..:��'�_' °y`',.� i <br /> - ,. - '�' � <br /> Series 470 Anchor Quantkies and Design Pressures using Sfandard or _ ;�.,��, ' _ <br /> Mchor and Substrete Composite Relnforcement '�� � '�� � <br /> Type.See 7ebie 7, /�. � <br /> Sheet 8 FRAME HEIGFfT(IN� _ •',':l� - (O IS ��f-- � <br /> �;� . V� Cy- <br /> 80 84 98 TOTAL#OF ANCHORS CLUSTERED ��=���" <br /> tHROUGH THE HEAD 8 SILL AT EACH PANEL •"R� />(pr�,c.?� ' �`� � j <br /> NOM. t ' � I MEETING POINT(EX:FOR C3N,3 ANCNORS ' ",Q-, �����'` <br /> PANEL FRAME � ' RE�UIREDATPANELMEETINGPOINTANDI �',�,.;I'`,lj.!Fti�� ;.`` j <br /> V1flD1H SIDE A B C D A B j C D A 8 j C � D ANCHOR RE�UIRED AT MIDSPAN OF PANEL). ��i��i��.t� � <br /> ' A.LVNN MILLER,P.E. <br /> QM � I ANCHORlhGE NPE PER SUBSTRATE P.E.N 58705 <br /> HCedBSill C3+1 q+1 1 q+t C3+1 C3}7 C3f1 � C3+1 C3+1 C3+1 C3i1 ' p+1 : p+1 REQl11FtEDTOACHIEVETHEDES�GN r" <br /> PRESSURE,USING THE ANCHOR � <br /> .ternb 5 5 5 ' 5 5 5 5 5 5 5 5 5 QUaNr�S uSTED BE�OW.SEE � � � Q � <br /> 24 P-IIOOk 8 8 B 8 8 8 8 8 9 B 9 Q TABIF i,SHEET 6,FOR COMPLETE � ` � f� <br /> ANCHOR GMfTATtONS. Q � <br /> Design +80.0 +80.0 +80A r60.0 +80.0 +60.0;+80.0 �80.0 +60.0 +80.0 +60.0 +80.0 Q r' + <br /> TABLE KEY: Npap' � �`- � ; <br /> P��+� �0.0 �0.0 -60.0 -60,0 �60.0 �60.0 i -60.0 -60.0 60.0 ' -60.0 fi0.0 fi0.0 � <br /> PAt�L FPAME �O � ' � <br /> Fl�d 8 SAI C3*1 C3�1 q+1 ' C3+1 C3+1 C3*1 � C3r1 C3+1 C3�1 C3+1 C3+1 ' C3+1 w N�i sioE � �� � �J j <br /> Jarnb 5 5 5 5 5 5 5 5 5 5 5 5 ��-�-� Z LL � <br /> 30 P-hook 8 8 , 8 6 8 8 8 � 8 9 9 9 9 ;' <br />