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6x6 FoArD 8il 1E5 u vur l5 R >3 /}aouN ENTIRE Npiti tEf p F ?� 3' _ �` 3 S W4lt — . flz3t -rte_ 4 8 "d 1 eon .)4 is ?s; • / 2, /4 - 5 /D/r/6'y 4' N1EG /,vD.4 RFES,E • 4" :. /,t4 /gees /f • 4 Cffit Lit.) Fe 'J ,5 Woo pEice a 0 Co. /G . • 5 ( ' , • • ' R4 S S .c} Re <6 /4 /OU. 00 4 NC- r%) co v6'eo pod r e Deco pow/ --/s Rein). C te-i> rcK To 5u RovN 7 F p° • -• • 1% 0 / /9.24 • 5C4Le /4.01 vex I,,,N Lr : M S © .. c H :iti,l i�Y'a bA r F'1 t r, , fir t 4 4S f k Alt t tP'` ki. Oc3E7, 5 pc A5A. -t % La- 10.4- p LAS C tZ _: \Vsat s ', .t : %1 fi ! l t '►'. �E . 04 tP,c}A ti i �1 7 r4 3r-+ k1'1 Ak. 5 3 . tC P 1 a1 1 >*' <C`1C. '��F ham\ rt 1 - 71 , :s1iUS.E? IV �/tirt� v K St,�.f ct 1 t 4s:Y �w141 \y1 Y r! .! (( 0 i AT`, p•- I.QH f \YCc¢ 3n,5 efAVEC 3?t4T► • .f> 4 7ttr.s; e�tr: t .; a A PI. . ,, A - �� Fs 14 d 7 4' CONC. WALL EQUIP 34.10 WATER ALLEY RESIDENCE NE 91th STREET 36.45 PANEL 8636 200 A. \ U.G. SERVICE WEATHERPROOF GEI RECEPTACLE LOCATED 10 -20 FEET FROM POOL WATER EDGE POOL EQUIPMENT AIRSWITCH SWIMJET RIDGED METAL CONDUIT RECEPTACLE E BOX IDETAIL. NO SCALE BULLNOSE COPING 4' DEEP 5'x18' SWIMOUT SOLAR RETURN INLET 5' DEEP MAIN DRAIN VAC. s , (O / EXISTING PATIO TURBO SK IMMER MAY 13th, 2000 D ATE ELEV. TOP OP POOL WALL 10.0 VOLUME (GALLONS) DEPTH OF POOL 5.0 10 ELEV. TOP OF MA1NDRAIN 5.0 DECK AREA (SQ. FT.) FLOOD CRITERIA 6,0 ELEV. TOP OF MAINDRAIN 5.0 POOL IN FLOOD CRITERIA 1.0 LESS 2'0' HYDROSTATIC VALVE -1.0 SLAB THICKNESS REQUIRED 6' s•' SURFACE AREA (SQ. FT.) 396 VOLUME (GALLONS) 12000 TURNOVER (HOURS) 10 PERIMETER (FEET) 81 DECK AREA (SQ. FT.) BY OTHERS BRICK OR STONE COPING 6' CERAMICS WATER LEVEL FPL. METER PLUMBING NOTE8: ELECTRICAL NOTES: STRUCTURAL NoT58: MAX. 1:1 SLOPE 6 ' THICK CONCRETE WALLS REINFORCED WITH " 3 BARS AT 10 ' CENTERS BOTH WAYS 1- 2P -25A I- 2P -20A 1- iP -I5A GFI TIMER SWITCH 3 12 THIN IN '2' CONDUIT 61 6' THICK CONCRETE FLOOR SLAB REINFORCED WITH ' 3 BARS AT 10 ' CENTERS BOTH WAYS. POOL- SECTION NO SCALE 60 UL APPROVED AQUADYNE PANEL 0 200 AMP PNL 1 ■ 2 14 TRU4 ••• +M0 THIN FOR 200W 1 12 TI -IU,N +14 R -IU,N FOR 15W GOND. 110v /12v 2 ••• tI-!WN + 112 TRANSFORMER i THIN IN I' COND. 12V POOL L IG14T J SO ION X 1 HP PUMP • 314P PUMP 2 0 10 THIN + 1 '12 THIN IN k'2' CONDUIT TO CHLOWATIC 24V D.C. TRANSFORMER ELECTRIC RISER 1D IAGR4M NO SCALE I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH GLEVIB HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL BUCTtQN PIPING SHALL BE 2' DIAMETER AND ALL PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. A 12'x(2' MAINDRAIN GRATE MAY BE SUBSTITUTED FOR ANTIVORTEX TYPE. 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0' OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OP 3000 PSI. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI. 3. ALL DECK CONCRETE (WHEN IN8tALLED UNDER 11458E PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 P61. 4. THE DESIGN OF TH16 PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. —J 1 1/2' HYDROSTATIC VALVE SET IN 3/4' WASHED ROCK BEp u SAFETY NOTES: SOIL NOTE: RECIRCULATION PUMP 1 14P, 50 GPM AT 60' TDH SELF - PRIMING — MIN. 18' BELOW WATER LEVEL 2''3BARS ACROSS NICHE AIR RELIEF VALVE 1 1/2' POOL WASTE TO SPRINKLER 1, \\/1 \ GtiA¢ I• EQUIPMENT ISOMETRIC NO SCALE POOL WALL STEEL I' NON METALIC CONDUIT TO JUNCTION BOX BoUY Y BOND WIRE TO POOL STEEL UNDERWATER LIGHT DETAIL. NO SCALE POOL, SPA AND 140T TUB BARRIERS: ALL POOLS, SPAS AND H0T TUBS SHALL COMPLY WITH SECTION 5001 OF THE 81 =BC AND SPECIFICALLY 50012 (10) (aa) 'ALL DOOR WITH ACCESS TO THE POOL 61-IALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR 16 OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUPPICIENT VOLUME to BE HEARD IN THE DWELLING. THE AL61 1 SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE TI-4E ALARM FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE LOCATED AT LEAST 54 INCI4E8 ABOVE THE THRESHOLD OF THE DOOR 1. .4 PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APENDIX F AN31/NSPI -5 -95. 2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN A SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: 3. ALL DOORS WITH DIRECT ACESS TO THE POOL AREA SHALL BE EQUIPPED WITH AN ALAR!1 WHICH PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE PILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSP. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. J POOL FILTER WIT( -4 100 SQUARE FEET OF FILTER SURFACE AREA CARTRIDGE \ AP' 'THERE 15 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU),' 3 I4P pum WEIR TURBO BOOST INLET NOTE: STEP STEEL NOT REQUIRED POOL COPING POOL DECK WATER LEVEL MIN. 15 SQ. IN. BASKET 1 TURBO RETURN 2' SUCTION SKIMMER SECTION NO SCALE 18' 12' 12' STEP (DE TAIL NO SCALE 4 RISERS AT 10 ' EACH OPTIONAL 2' TILE OF CONTRASTING COLOR POOL COPING WATER LEVEL SAME AWAL L 2 MAX. 9 SWIMOUT DETAIL. NO SCALE POOL P 4T 4: 2' TILE STRIP OF CONTRASTING COLOR I- 4YrROSTATIC UPLIFT NOTE: IF THE POOL IN FLOOD CRITERIA 18 LESS THAN 6.1 FEET THEN TI-4E FLOOR SLAB SHALL TAPER FROM 6' AT TI-4E 61-4ALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED.