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GENERAL NOTE� � <br /> - 2_ 6 . W . COPING sp '1 Ap,1UST1lENT BOLT <br /> z <br /> 1. CROUND ALL NETAL w1THIN 10'-0' OF POOL i ��-NER' � a o <br /> UNDERwATER UGHT IS INSTALLEO AHD PROVIDE n � m + <br /> o � li <br /> CROUND FAUIT PROTECTION DEVICE AT PM1EL o ' 0 B <br /> 2 THIS DRAYMNG PREPAREO FROIA INFOR�1ATipN � � � j ' I � <br /> SL7PPUED BY POOI. MANUfACTlJfi'ER � �� L �� + <br /> 3� HEAW LOApS SHALL NOT 8E PLACED 1MTHIN z = 'a �n Y�� WASHER + �g�p 5T I <br /> 10 FEET OF POOI EDC£. t x 2�-9� �' � J 4h 0' 1ABOlT OR SMID � <br /> 4. ENSURE THAT POOI EXCAVATION (S YADE IN � � �j t CONI�CT THROUGH <br />' NATURAL UNqSTURBED SCML ANO THAT THE � � �� <br /> � � * rn a BOTH PANELS. , <br /> EXCAVATION TO THE REQUIRED DEPhi ANp � �+ <br /> PROf1LE tS SAFE AND STABIE. =j X' � O O 2�-8� f <br /> 3. DO NOT ORAIN POOL 1MTHOUT CONSULTiNG W t � �` �` ��14 � � <br /> CONTRACTOR. IT IS HAPORTANT THAT T}iERE IS � !" "� SEE TOP 'A' FRA1�1E STRUT i <br /> NO WATER PRESSURE BEHIND WAILS NFIEN C I , , AT PANEL JOINTS 3 ' <br /> POOI IS DRAINED. * DETAJI 'B' 1 cr <br /> 6. ENSURE THAT BACKFILL Of ;'.' CRUSHED STOf� n � a � � � i �� `�' ^ � <br /> OR SAND t5 N£LL C01dPACTED AGAINST BApC � POUR AGAINST ' I <br /> Of PANELS BEFORE POO� IS FILLED. PANELS A = �STURBED <br /> REIY ON P,ISSIVE PRESSURE OF BApCFiLL TO 3� � <br /> RESJST ACTiVE PRESSURE Of WATER Ml POpI. ����' � I I •i � 2'-9' I I <br /> _� � <br /> ►�IPT�RIALS AND DESiGN DATA ELEV. OF ADD n ��� aiRc �aEq�u��E ' <br /> 1. POR�1E0 1♦ GAUGE Z600 GALVANiZED STEEL i <br /> 2. RIVETS: /7 �/�S-NERS' v�n� ,► 6�s ba. TYPICAL CONCRETE FOOT1NG PLAN �E—�X A <br /> c,��arY �s suPPUE� sY �.K.H. a�c. FOR FRAMES WITHOUT DECK SUPPORT � <br /> 3. BOLTS: NACHINE BOITS A-307 GALVb LOCATt: f0pT1NG AT ALL ,lOfdTS gETM�EEN PANELS <br /> 4. CONCRETE: 15 AIPa (2000 PSI) AT 28 DAYS • AND ADOED BRACFS ! <br /> 5. REINPORCiNG: fy-�00 11Po (58 k.s.t) fOR' fFfAMES YN1H pECK SUPPORT USE A <br /> CONTiNUOUS CONCRETE COILAR i <br /> , �� <br /> GRECIAN 1AARTINIQUE 11 BAH/WA BA}{�►�� ��_� g�}�,�,�, �jy_� r. <br /> � -- -- �ADD MUT � ' ' <br /> � (DOUBIE Mlf1� � � <br /> � Kafko Manufacturin ' <br /> g (IVY) Corp. 12�! � <br /> _ Tonawanda, New York Y� <br /> FLORIDA IAUSKOKA BAHAIAA �R1tUpA Ft��-��RN(Jp� ujY_L � <br /> � � � Alte ' , . <br /> � ration of this document . . DETAIL A � <br /> �`1�;��.� . exce t b PLAN DETAIL B � <br /> , �,_'-;.-- <br /> P�.-�-����- .�,� p y a Licensed Professional AT TOP OF BRACE E <br /> ARUBA enRan�os n ov,u a�orm � Rou,w r ,A;=,'`�c.�,= `u=!��y,� E n g i n e e r , i s i 11 e g a 1 . <br /> z ��' s,.�a�;_,,'�.�, a � (New York) <br /> � � � ' �� /� . �� <br /> � � � — <br /> � � � f�� � r ' ` IN GRUUND STEEL POOL <br /> �; , � �.�Y �K��� "�, . f�FESSIONAL ENGINEERING LICENSES: <br /> RECTANGIE KIDNEY F'1J ►IONTEGO.�, �1�� ,., µ Ci ':� <br /> �`� ��; YORK #35884 HOWA��D LIEBERMAN, P.E. <br /> � �a, `� J ��`' �w JERSEY #12429 CON.�ULTING ENGINEER <br /> � � � �'� ����CONNECTICUT #7463 434 WHITE PI.��1N5 ROAD EASI�CHESTER, N.Y. o <br /> � ��v�� MASSACHUSETTS #25915 DATE: 7/6/92 SHEET 1 OF 2 <br /> ��� � PENNSYLVANIA #PE-036984-R � SCALE: N.T.S. PROJ� <br />