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<br /> �51 S56/OR EQUIVA(tNf1. i2?.5!+�PSp�'rf3'�,�+ ,a�C;�
<br /> ?iGttiFN TO 500 LBS OF 7ENSiDk - __ _ _ ;:�;7-�3.nnp�l OR"Sf�t+a��;� i;;�7.�.
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<br /> � 7S'MIN.E(X,r p157ANCE SPACE aNCHOWNG SCHEOULE
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<br /> 1. DGSICaN POR MIN 2.SO0 Y51 CONCKtIt ��''E' 20'-0' (n.g� g`"3 �-��-;..
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<br /> 4. qHCt10R5 MUST BC iNSTAIIPD TO NWNUPALi:1RFR5 RFCOMN�FNDkTiONS.ANY 3�NDiKC,CR�qM4GF �-�-- ----.-�g- s 5 5 5�
<br /> 11'-B' M'1Y 6.d' ifi fi 8 8 .6--
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<br /> CONDITIONS.CONTRACTOR IS R[SPONSIf3LE f0[2 MfETIkC•SOii CllSS�F�Gai�O\��QR.5V!N��'tFU(,Al 17-0' 16.-0• -B.E -g-_. _9.y_ 3 -
<br /> ANCHOR`i PtR MAyU�AG1URCK�S((rOU1KEMtY15. 13'.0' 20'-0' g�.�' - - �
<br /> G. ONE ANCHOR SMAL1 8f PV.CED AT ElCn BUILDIt:G GORNER WlTn�k 12'O'CORNFR - �� - 3 3 -�_ �
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<br /> b. ME ANCHOk MUSi BE IN 1t1E SIIE SOIL CU1S_iN 1NVCtt frif LOAD ftFQLnfttM N75TN'FF(F grA�„�"1f4 �tl_ v+ � � �
<br /> � 1�-D' �6''P 64� 21 � 5 5 5 5
<br /> V. USE TIE�IX)NM ENGIN�ERING(OK COMYAkAtlLtl IY..X 30'GROU�JU AN�FIOR WI�'n S�H•5i[•r t� 7T-0' M'�0' e.,a.-. ._. __ _ __. ___ _
<br /> 5/8'WA.x 40'AND 40'GROUND ANCf10R.WITht SINGIt 6"hEUX .Pux pF 13:,D: -�,�. ________�°__. tl C tl y
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<br /> a 3L'R'iTH q DpUBLE 9'MELIX(USF IN 50!;GLASSES 2)OR MOOCI N 5925b 5!d'(AAI✓.a 30�;r.�nr..��• t3�°� 7a'-p• a•-B• _
<br /> HEIUc ANO A 4•HEU%(U3E IN 504 CV�55E5 3M1 - -- -'17 � 2 2 z
<br /> i� INSUtIATION Of TME ANCI'tORS MUST MEfT ALl AT REQUIREp,fENTS\5 SFE F ��a• 1e� �� �1 3 9 � ��
<br /> CI IFP BY?IE D'�1lVN 13'�� �-0� e'6� I6 J 3 '
<br /> ENGME[R1NG.INC TO INCLUDE R[QUIRpMFA?S�VS fOR SPACtNC AND SRt;iPfCi'�'=i 13•�• ��'d• 6'_�_ - - � �-
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<br /> �3. NUMBER OY ANCIypFCS USTEU IN ANCttOR SCYIEDULE N'iF T11E M�NIMUN RfQUiRfC:�Ifvi�(R(�p _�3'd• ]p'�' 6'-6• _2n_ y �5 5 5-
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<br /> WOULD tl[2X Tt1t NUPvIBtR L157CC IN ln[SCryCpLLt) "13-0' �� 6"b- ��� 6 _fi 0 _6
<br /> 198' 1�t'-0' B'E' � ti e 'B__-6"
<br /> 13•-0• 30'�0' 0'-8' " ;�9 7 �7 7 7'
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<br /> �Y1ri1�2 LARK BUILDERS
<br /> �/�� 409 Df�t'�ON S�REEi
<br /> ,J/ ��pq��n �� 30�1i4 Haney Associates, Inc• �
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