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<br /> TYPE A TYPE A1 TYPE B TYPE B1 TYPE C TYPE C1 TYPE D sEizMic
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<br /> n --�� ij�--yi : i�� ii 4B il��-�ii Fa = 1.0&Ss = 1.44 sca�E: N.T.S.
<br /> i�� n ii� n �� ii � ii �� „ ii � 4B . .
<br /> SEISMIC DESIGN CATEGORY. D ,
<br /> 4 I Il � Il l 1 4 4 I I �` I I APRV'D BY: SAL E.FATEEN
<br /> 4 100# 4 �� in �� ni 4 ,� �n �` ni �� iii � n n n . ;
<br /> 24° ili �iu 24° i�i �ili 24 1 000# 2.STORAGE CAPACITY. SEE ELEVATIONS
<br /> 1000# _- 1000# , iik--�u �� uk-- i �� ik--�i ' ;
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<br /> � iik '��i�„ 7 �� , ili� ili � � ii � �� 3. STEEL•ASTM A1011 FOR SHAPE F = 55 000 PSI GRADE 55. I
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<br /> 7 � 1 000# 4 �� ��� �� �I�BACKER � 4 " i � �� BACKER �� iii ♦ i�i BACKER 4 u �� n 4.ALL BOLTS:A307 (UNLESS OTHERWISE NOTED). tiE.FAT�
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<br /> FRONT VIEW FRONT VIEW SIDE VIEW FRONT VIEW FRONT VIEW SIDE VIEW FRONT VIEW FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW 6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING �e , o •
<br /> ANCHOR INSTALLATION. � `� �
<br /> _7. CONCRETE: 5"THICK x 5,000 PSI. �''
<br /> 8. MODULUS OF SUB-GRADE REACTION: 50 PCL '0!p �29sss � �c{,`�' '
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