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,, . __ <br /> THE CONSTRUCTION METHODS ILLUSTRATED APPLY <br /> k' CORNER BRACKET ONLY TO NORMAL GROUND CONDITIONS. IF UNUSUAL <br /> st1P,-\- 3/8" x 1" BOLT WITH SOIL CONDRIONS ARE ENCOUNTERED (I.E. HIGH <br /> ORGANIC MATERIAL HIGH WATER LEVEL) ADDITIONAL <br /> NUT & 2 WASHERS MEASURES MUST BE TAKEN TO PROVIDE SUBSURFACE <br /> (TYP. 14 EA. CORNER) CONDITIONS WITHIN THE STRUCTURAL CAPABILITIES <br /> ��V OF THE PANEL. ANY ADDITIONAL PRECAUTIONS OR <br /> J( METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY <br /> Qt: 1.,1%,, OF THE CONTRACTOR. (NOTE: DECK SUPPORTS ARE <br /> �� •, OPTIONAL.)3/8' x 1" BOLTWITBIG VEE <br /> NUT & 2 WASHERS 6" RAD. INSERT POOL DECK <br /> d <br /> ,\ (? PER JOINT REQ'DJ <br /> RADIUS CORNER <br /> COPING �` dr!s <br /> 1.:-.4-, - - • ••.• i.e. 7.,-7“,i <br /> WALL _ 1a ca. TYPICAL CORNER DETAIL <br /> W 2oz. (0235)GALVANIZING •` <br /> / ( <br /> (RECTANGULAR POOLS) G Ni- o ` `ice <br /> OP <br /> inf (.; o:,,...:,. .:,::.......:.-:‘ ...: /' ‘,' ; <br /> MIN. 6" TFNCK CONCRETE COLLARIllitd), 441. REO'D. AT BASE OF WALL PANELS <br /> / <br /> Il DRIVE RODS THROUGH <br /> HOLES IN PANELS _ <br /> 3/8" x 2 1/2" BOLT W/NUT INTO UNDISTURBED EARTH. ""• <br /> REINF. ROD <br /> 2" SAND OR VERM. CO <br /> • •� �� <br /> SUPPORT 4i- CURVED CORNER <br /> ,, SUPPORT MAY BE COPING <br /> BRACE TIE <br /> BOLTED TO THE ANGLE <br /> POST IN ANY OF NE PRE- \ UNDISTRUBED <br /> PUNCHED HOLES. \ EatSH <br /> TYPICAL WALL BRACE ASSEMBLY 11414 BACKFILL SHALL BE FREE-DRAINING <br /> CLEAR GRANDULAR MATERIAI. SUCH <br /> AS SAND. TRACE CLAY OR TRACE SILT. <br /> CORNER BRACKETTYP. LINER INSTALLATION DET. <br /> 3/8` x 2" BENT BOLT <br /> CONCRETE DECK REQ'D.• W/NUT Et 2 WASHERS <br /> (7 PER JOINT) <br /> '1-•••N\ <br /> TYPICAL CORNER DETAIL <br /> 1 RIM-LOK COPING (GRECIAN POOLS) <br /> I EXTRUDED ALUMINUM PLANNING NOTES: <br /> #12-14 x 1" SELF DRILLING <br /> FASTENER (18" O.C.) . SET WIDTH OF POOL AT RIGHT ANGLES TO SLOPE <br /> ION . FINISHED ELEVATION OF DECK TO BE 1'00" ABOVE <br /> I ._ __I VYNYL LISURROUNDING GRADE <br /> LINER PROVIDE SWALE AROUND UP-HILL SIDE OF DRAIN. <br /> I (HUNG) SURFACE WATER AWAY FROM POOL <br /> II . CONCRETE DECK SHOULD SLOPE MIN. 1/4" PER FOOT <br /> I <br /> 1 AWAY FROM POOL <br /> I . PLOT PLAN FURNISHED BY OWNER TO SHOW POOL <br /> POOL WALL PANEL LOCATION AND ENCLOSURE, <br /> RIM-LOK COPING DETAIL . ELECTRICAL PLUMBING AND FENCING TO CONFORM TO CAR61 DINAL SYSTEMS(570) -4733 <br /> ALL CODES- 250.RT. 45. ax (570)365-4333 MG <br /> . OPTIONS EXTRA IF REO'D. BY SITE CONDITIONS OR <br /> WHEN SPECIFIED BY OWNER. a► 3/16/02 muCONSTR. DET. SHT. <br /> MEETS MINIMUM STANDARDS OF THE INTERNATIONAL RESIDENTIAL . AT LEAST ONE MEANS OF EGRESS SHALL BE PROVIDED. seAtEzNONE -UNG LINER STL. POOL <br /> CODE 2006 AG103.1(ANSI/NSPI-5 2003) AND BOCA1996. OPTIONAL STAIRS OR LADDER ate" PEB nil 4.1g CONSTDET <br />