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�ENERAL NOTES s � Z � coPu+� �✓. �� ADJUSTIIENT BOLT � <br /> 2- �7 � t o <br /> 1. CROUND ALL 11ETAL YM'THIN 10�-0� OF POOL F ��-NER� a _� <br /> UNDERWATER L1CHT tS INSTALLED AND PROVIDE • � ¢a + <br /> CROUND FAULT PROTECTION DEV{CE AT PANEL � p B I � <br /> 2 THIS DRAWING PR£PARED FROb1 NJFORIAAT1pN � o � � I F <br /> SUPPLIE� BY POp� 1A,WUFACTIJRER ~ � � a 1 <br /> 1�' L PLATE + <br /> 3. HEAVY LOADS SHALL NOT BE PLACEO YNTHIN Z i � rn S4' WASHER + I— <br /> 10 FEET OF POOL EDG£. �i 2'-9� Z � W 4h �' ►IBOLT + <br /> 4. ENSURE THAT POp� EXCAVATION I$ MADE IN �i $ X <br /> NATURAL UNqSTURBED SOIL AND THAT THE � � � t CONNECT THROUCH <br /> EXCAVAl10N TO THE REWIRED DEPTH AND $ W <br /> T rn a BOTIi PANELS, � i <br /> PROFILE tS SAFE AND STABLE. = Y.' � � � 2•_g- <br /> S. DO NOT DRAtN POOL YYITHpUT CONSULTING W t � L2u2x14 CA � <br /> CONTRACTOR. IT IS NAPOi2TANT THAT TNERE IS n �` �► � T� I 'A' FRAI�IE STRUT Z <br /> N� WA7ER PRESSLIRE BEHIND Wo1�15 MHEN C I . . AT PANEL JOIN7'S � I <br /> POOL IS DRAINED. � DETAII 'B' � � <br /> � � � � ' ��� �� n <br /> Q. ENSURE THAT BACKFILL Of �i' CRUSFIEO STp� i� _ � <br /> OR SAND IS YY�LL COMpACTED AGAINST BAOC � � • POUR AGAINST ' , <br /> Of PANELS B£�ORE POOL IS FILLED. PANELS � � — <br /> RELY ON P�$IVE pftESSURE OF BApCF1Ll TO 3' A _ �STURBED � <br /> RE515T ACTIVE PRESSURE OF WAlER MI POOL 1- /7 � I • � '-9' / i <br /> ��15-�R' I _, I I <br /> ER£CT10N STAKE � <br /> yIATERIALS AND DESIGN DATA ( AS REWIRED i <br /> ELEV. OF ADD ' RIB� � <br /> I. FORUED 14 GAUGE Z600 GALVMpZED S7EEL <br /> Z R�v�rs: n ��s-NERs' vah+ � 6�5 bs TYPICAL CONCRETE FOOTING PLAN <br /> SECTION 'A' j <br /> c��CTM �s su�uE� er �.K.H. �c. FOR FRA�AES WITHOUT DECK SUPPORT ' <br /> 3. BOLTS: MACHINE BOLTS A-307 CALVb LOCAi[: FOpT1NC AT ALL ,lOfdT$ BETWEEN PAt�LS <br /> 4. CONCR£TE: 15 11Po (2000 P51) AT 26 DAYS � AND AODED BRACES � <br /> S. REINFORCING: fy�40p YPo (58 k.zt) fOR FffAAES IMTH DfpC SUPPORT USE A <br /> CONi1NUpl5 CONCRETE COLLAR ; <br /> �� , <br /> CRECIAN NAR7INIQUE II BAHAMA 9AF1,tyA f�_� g,W�y�, �qjy_� � <br /> � � - -- ADD NUT � ' . <br /> � co«,�E �,n ,'� <br /> Kafko Manufacturing (NY) Corp. 12:1 ' ' <br /> Tonawanda, New York ��� <br /> _ � <br /> FLORIDA 1AUSKOKA BAHAMA �RY(Ap{�_��p/� ��y_ � <br /> � � � Alter ' I ' • ! <br /> � � ation of this document DETAL A f <br /> except by a Licensed Professional �Tao�v of��ceB, <br /> ARUBA B�Re,�os n ov� puwpm � Rpi,w � En g i n e e r, i s i 11 e g a 1 . <br />� (New, yvrk) <br /> � � � � .—-�-- — <br /> � PROFESSIONA IN -GROUND STEEL POOL <br /> L ENGINEERING LICENSES: <br /> rr�cr�wc� KIDNEY � Mo�,�co HOWARD LIEBERMAN, P.E. <br /> NEw YORK #35884 CONSULTING ENG(NEER <br /> � f�'�� � � NEw JERSEY #12429 434 WHITE PLAINS ROAD EASTCHESTER, N.Y. � • <br /> �(�J � � / CONNECTICUT #7463 <br /> '�� *�fASSACHUSETTS #25915 DATE: 7/6/92 SHEET 1 OF 2 <br /> PENNSYLVANIA #PE-036984—R � SCALE: N.T.S. PROJ� <br />