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---- — THE CUP‘ I rccn.r i.J., <br /> V <br /> i-‘• CORNER BRACKET ONLY TO NORMAL GROUND CONDITIONS IF JNUSUA:• <br /> SOIL CONDITIONS ARE ENCOUNTERED (LE. H;CH <br /> .a..\.‘• 3/8" x I" BOLT WITH ORGANIC MATERIAL, HIGH WATER LEVEL) ADDITIONAL <br /> `, / NUT & 2 WASHERS MEASURES MUST BE TAKEN TO PROVIDE SUBSURFACE <br /> (TYR 14 EA. CORNER) CONDITIONS WITHIN THE STRUCTURAL CAPABILITIES <br /> 1 OF THE PANEL. ANY ADDITIONAL PRECAUTIONS OR <br /> 9 <br /> 14 METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY <br /> OF THE CONTRACTOR. (NOTE: DECK SUPPORTS ARE <br /> ,��� OPTIONAL.) <br /> 3/8" x 1" BOLT WITH / BIG VEE K <br /> ��� NUT & 2 WASHERS k 6" RAD. INSERT POOL DEC <br /> (7 PER JOINT REO'D.) _ <br /> \ RADIUS CORNER <br /> COPING . \S71\?\' I <br /> WALL -.STEEL 14 GA. TYPICAL CORNER DETAILS• iiwi•,i� i <br /> / W/2oz. (G235)GALVANIZINC (RECTANGULAR POOLS) > ���\�\%�2 I <br /> 1 \c, � \;/\,/\ 'A I <br /> MIN. 6" THICK CONCRETE COLLAR ;/\,//�//'�4 1 <br /> REQ'D. AT BASE OF WALL PANELS ��j\\\\\\`� 1 <br /> 0� DRIVE RODS THROUGH A <br /> �V� <br /> • / II <br /> HOLES IN PANELS Icy���ees/�%:'\//\//17,� <br /> INTO UNDISTURBED EARTH. : • <br /> a1ao ��//l j j <br /> ROD' <br /> 3/8" x 2 1/2" BOLT W/NUT 2" SAND OR VERM. CON 0, „�%��%�\'%�4• t%,,,,'\, <br /> ��6j�/ / % // % i % , <br /> R£INF. L:' \,,,/,,,,,/,\54‘%/2.\ 4\\\/)\•%\�/\\, <br /> SUPPORT SUPPORT MAY BE \ CURVED CORNER <br /> �r'.;���l�O���� //�//�\j //U �� • 1 <br /> BRACE TIE COPING >,4, /, 4/`.//. <br /> BOLTED TO THE ANGLE <br /> POST IN MY OF THE PRE- UNDISTRUBEOj ! <br /> PUNCHED HOLES. EARTH • <br /> \ 411,1111116 <br /> TYPICAL WALL BRACE ASSEMBLY BACKFILL SHALL BE FREE-DRAINING <br /> CLEAR GRANOULAR MATERIAL SUCH <br /> AS SAND, TRACE CLAY OR TRACE SILT <br /> CORNER BRACKET TYP. LINER INSTALLATION DET <br /> 3/8" x 2" BENT BOLT <br /> CONCRETE DECK REVD. 7 W/NUT & 2 WASHERS <br /> 1/ (7 PER JOINT) <br /> 1 TYPICAL CORNER DETAIL <br /> i-. • RIM-LOK COPING (GRECIAN POOLS) <br /> EXTRUDED ALUMINUM <br /> 112-14 <br /> ASTENERx(18"SO�.�RIu INC� / SET WIDTH OF POOL AT RIGHT ANGLES TO SLOPE <br /> • FINISHED ELEVATION OF DECK TO BE 1'00" ABOVE <br /> - SURROUNDING GRADE <br /> r ► VYNYL LINER . PROVIDE•SWALE AROUND UP-HILL SIDE OF DRAIN. <br /> (HUNG) SURFACE WATER AWAY FROM POOL. <br /> . CONCRETE DECK SHOULD SLOPE MIN. 1/4" PER FOOT — --I <br /> AWAY FROM POOL. <br /> I�_ . PLOT PLAN FURNISHED BY OWNER TO SHOW POOL <br /> POOL WALL PANEL LOCATION AND ENCLOSURE. r <br /> ELECTRICAL, PLUMBING AND FENCING TO CONFORM TO CARDINAL SYSTEM S <br /> RIM-LOK COPING DETAIL ALL CODES. 250. RI. 61 S. (570)385-4733 <br /> NOTES: OPTIONS EXTRA IF REQ'0. BY SITE CONDITIONS OR SCIWVLK0.L IUYCN. A. (570)385-1318 FAX <br /> WHEN SPECIFIED BY OWNER. °ATC' 4P/1 1 TITLLONSTR. DET. SRI <br /> AT LEAST ONE MEANS OF EGRESS SHALL BE PROVIDED. scw<c: NONE -LUNG LINER STL. POO <br /> MEETS MINIMUM STANDARDS OF THE INTERNATIONAL RESIDENTIAL OPTIONAL STAIRS OR LADDER oRAwll: <br /> -Intl/114101e <br /> eagr; E I <br /> CODE 2006 AG 103.1(ANSI/NSPI-5 2003) AND BOA 1996. _ SED CONSTDE. _ <br />