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<br /> GENERAL NOTES "'�' �"'�°'_�'s a�" ": z -: 2
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<br /> I DCSIGN FOR Mlti 2,500 Pg�CCNCK!"TE ��'� �'p �'-e' 8 7 3 3 3
<br /> 2 ALL 11E:17(ANCt10(ZS MUST NCE7 TrIE MiNIM'u'M WORKINC.:OAC Of 31 SO:bs AtvD Ak ULTIN�A�t�OFJ�OP 7f'.e' 3p-0 e�, 10 J 3 � J
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<br /> 3. t1EL1CA1 ANCtiORS FpF�160mp�;W:ND ZONES tdUST MEti A ld�.I ��-� �'p �''� �» 5 6 5 6
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<br /> 7 ANY RLQUIftEp INTERMEDtATE ANCtiOR,S SML�BE PLACED EOUAI O�5`A4CF5 APART ftZp�.!FACtt OittFQ ��'� M� ."�'� i6 � � � �
<br /> b itiE ANCt+OR MUST 8E IN 7FIE S�IE SpiL CiAS°iN NR1iLH TF+E LOAD REOUIREMENTS WERC SF' �T� �-0 gd ?' S 5 S 5
<br /> 9 USE TIE-OONM ENG�NEERING(OR COMPARABL�) ;/p°x 3C"GROUNO AW'IipR W:rt1 S:NGL 4'�tEL�X OK 13� �� �-0 �� e B a B
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<br /> O FO.R 160Tph�ND ZONCS USE TI£-DOVW�NC,INEERiNG(OR COMPARABiE)MOGE!tl 59p90 3/4"p.An.S �3'� �� 8'� 27 7 � 7 7
<br /> .36'WITH A DOUB;E 4'hELU(lUSE IN 50:,ClA55E5 2)OR MO�EL M 59250 5/8"DIAM.h 30"d/fTM q{_;� 13'd ��.8 g� �z 2 Z 2 z
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<br /> ENGiNEERiNG,ItiC TO�NCL'JDE RtQUI�MEkTSiVS FOR SPhC�NL-4ND S�if SPf�B('!E DDYJIv ___�6 3 J ���� �3�
<br /> �2 MAXiMUN 5'"RUCURE�EiG!'1 IS 2 FEET .�OIL CONCI710N5 t�—� �� �8'b• _1p J e � �
<br /> i 3 NUMBER OF ANGtiO'n5 LJST 13-0 �� �� Z� 5 5 S 5
<br /> ED IN ANC'!OR SCN�pULE ARE,'HE Mi:+11MUN RtQ�J�ft,Fp��Ur�lgF�Of 13�• �'�� �8�'6� � 5 5 5 S
<br /> ANCI10R5 70 RUN OOWN EACH SIDE y✓q(,�!TryE TC%'A;NUMBf.R nt ANCYC)K5 Rf(]�ilRrp P('K 311i�!DING ��8� �'-0' e''8� 32 6 8 6 6
<br /> WOUiD B�ZX�t7E NUMBER u,�,�iED IN THE SCrE6JtP1 13'-e' a�'.o' e's 32 6 8 8 6
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<br /> °'�112/lz LARK BUILDERS
<br /> �- 4C9D.C�,oN,-�E7 Haney Associates, Inc.
<br /> VIDALIA,GA 3p474
<br /> Englneering 8c Constructloo pianaing
<br /> PROJPCT NUMBER.
<br /> ►.O.Bea}/8,Sh Mlle.S.C.t9fB2-P�ooe:lNyµ.?fpp Agy:�µ{3y-130B
<br /> i2tN224
<br /> DA�E Apn 2th. 2v12
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