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1241 NE 91 Terr (7)BAT C 0 FTCY2aAV5 _1'ni'�i .•f'..•.F'i'Z.r T+a it � �;'Y v. - - S? .ar,� r,h 3 C Q C FII'i1 ; 1 w ' y....� ✓, .Mil:?'a«t 7�.'+".M ":.+.':Y+ i- 1 .. �, cyY: �...,-^.. T. �.. s�-° Z' asa., a• zt��u::+. . •�cs....:Z:e_:. FAMILY KITCHEN UliES 1241 TY22AV5 DAiKiv CON HAG : MR BUILD .JAY - RAY A/C P7.4. SW 190 5.r. # 3 MIAM, FL 33157' PH 255 - -35 CAC 02435 =_7 • FCTY 28 AV 5 30GFM 1 DI1`4ING LIVING .r "A".:, ''' • .._.:.�"; , ...x.,.. c.�..... - ar_ e , r�M• .ca..;.iw • POOL EQUIP WEAtNERPROOP GFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE EXISTING RESIDENCE 5'0" ®1 • G SKIMM 30'0" FOOL LAYOUT 1/4" =1'0" vACUU SOLAR MAINDRAIN INLET INLET SWIMOUT 100W 12 V '( LGT ' dJ ', POOL DECK BY OTHERS BULLNOSE COPING 2004 O.N. 80.0 SERv►CE METER PANEL EQUIP 5.00 SEWER N.E. 91 TERRACE 1.50 5.00 SITE FL,4N 4335 51b5 —12 .45- WATER ELEV. TOP OF POOL WALL 8.0 DEPTH OF POOL 6.0 / ELEV. TOP OF MAINDRAIN 2.0 / FLOOD CRITERIA 6.0 v ELEV. TOP OF MAINDRAIN 2.0 - POOL IN FLOOD CRITERIA 3-,..-4...0 LESS 2'0" HYDROSTATIC VALVE lA 'L-D SLAB THICKNESS REQUIRED 6" SURFACE AREA (SQ. FT) 293 VOLUME (GALLONS) 8000 TURNOVER (HOURS) 8 PERIMETER (FEET) 85 DECK AREA (SQ. Ft.) BY OTHERS 111 a_ LLI 0 OL tu z N Qi - 4 J co 4 LL , e (104. cri 01 y 6" CERAMICS 6" THICK CsUNITE WALLS REINFORCED WITH M 3 BARS AT 10" CENTERS BOTH WAYS 6" THICK GUNITE FLOOR SLAB REINFORCED WITH * 3 BARS AT 10 " CENTERS BOTH WAYS. F.P.L. METER O PLUMBING NOTES: ELECTRICAL NOTES: STRUCTURAL NOTES: WATER LEVEL ANTI VORTEX MAINDRAIN FOOL SECTION 1 1/2" HYDROSTATIC VALVE SET IN 3/4" WA51 -1EP ROCK BED NOTE: SECURE MAINDRAIN GRATE WITH SCREWS NO SCALE — jlllr uw 1 -2P -204 I - 1P -15A 2 M 14 THWN + 1 4 12 TNWN 1/2" CONDUIT 2 * 14 THWN + 1 4 12 THWN IN I/2" CONDUIT HOUSE 0 El 9� PANEL O E TIMER JUNCTION IIOV /12v BOX 3 4 12 THWN IN TRANSFORMER I/2" CONDUIT 4 I HP PUMP ELECTRIC RISER DIAGRAM NO SCALE 12 VOLT POOL LIGHT I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW, NON - THREADED, NSP APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH HEAVY DUTY PLUMBING STRAP. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION 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 A MINIMUM 6 5Q. IN. OPEN AREA. 6. A 12 "x12" MAfNDRAIN 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 COPE. 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. 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY 'COMPRESSIVE STRENGTH OF 3000 P5I. 2. ALL. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 P51. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL WAVE A MINIMUM 25 DAY COMPRESSIVE STRENGTH OF 2500 P9!. BRICK OR STONE GOP ING UND SAFETY NOTES: "THE CHILD RENDERIN AND /OR CA SOIL NOTE: 19 NO SUBST . IT 15 STR CHILD 9 IOPUL AIR RELIEF VALVE ior 1 1/2" POOL WASTE RECIRCULATION PUMP 1 1NP, 50 GPM AT 60' TDH SELF- PRIMING , NAP G\ 12.‘ ° J P \ E UIFMENT ISOMETRIC MIN. 18" BELOW WATER LEVEL +"3 BARS A RO99 NICHE POOL WALL 51E 1/2- NN METALIC CO TO JUNCTION BOX -LIGHT BOUY BOND WIRE TO POOL STEEL RWAT =R LIGHT DETAIL BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SANPARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, TI-4E ENGINEER SHALL BE NOTIFIED. NO SCALE • UIT NO SCALE 3. ALL DOORS WI DI CT ACESS TO THE POOL AREA SHALL BE POOL, SPA AND 140T TUB BARRIERS: ALL POOLS, SPAS AND N0T TUBS SHALL COMPLY WITH SECTION 5001 OF TINE SFBC AND SPECIFICALLY 50012 (10) (aa) "ALL DOOR WITH ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN 19 BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR 15 OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD IN THE DWELLING. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEACTIVATON SWITCH 9IIALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF TI-1E DOOR POOL FILTER WIT! -4 100 SQUARE FEET OF FILTER SURFACE AREA CARTRIDGE 1. A PERMANENT 5 ' ETY WARNING SIGN SHALL BE PROVIDED At ALL SWIMMING POO AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN AC ORDANCE WITH APENDIX F ANSI/14SPI -5 -95. 2. THE WARNING SIG , AS PER ITEM 1 ABOVE, 51-4ALL UA .N AGAINST S HALLOW WATER PI ING, THE PREVENTION OP DROWNING AND SHALL ft' S UPE THE FOLL ING STATEMENT: TUTION FOR ADULT SUPERVISION OP SMALL NGLY RECOMMENDED THAT AT LEAST ONE ADULT PERV151ON BE TRAINEE) IN ARTIFICIAL RESPIRATION ONARY RESUSCITATION (CPU)." EQUIPPED WITH AN • ARM WHICH PRODUCES AN AUDBLE ALARM WHEN THE DOOR OR ITS SCREEN 15 OPEN. 41 WATER LEVEL P WEIR TURBO BOOST INLET OL COPING SKIMME NOTE: STEP STEEL NOT REQUIRED POOL DECK MIN. 15 SQ. IN. BASKET 2" SU 1 /2 "TU RETU ION ECG" I ON NO SCALE 8'6" 12" 12" r STEP 1DETAIL NO SCALE POOL COPING WATER LEVEL OPTIONAL 2" TILE OF y CONTRASTING COLOR • MAX. 0 Nj� 2" T STRIP OF SAME T WAL CKNESS CO NTRASTIN G C AS SW MOUT 1DET4IL FOOL. DATA: HYDROSTATIC UPLIFT 4 RISERS AT 10 " EACH NO SCALE NOTE: IF T1-4E POOL IN FLOOD CRITERIA 15 LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM It AT TINE SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED. OCT. 11, 1998 DATE POOL EQUIP WEATNERPROOP CFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE EXISTING RESIDENCE X0'0" 30'0" FOOL LAYOUT 1/4".1'0" VACUUM 100W 0 12v '( LGT 61 SOLASOLAR '1 m INLET MAINDRAIN INLET 5' SWIMOUT POOL DECK BY OTHERS SULLNOSE COPING 2004 O.N. 80.0 SERVICE SEWER N.E. 91 TERRACE 3 I TE FLAN 1".20' 43.35 12.45 WATER OCT. 11, 1998 DATE 6" 2'6" 0 5 BARS AT 5" C/C BOT 31'0" SLOPE LESS THAN 1:1 5 1 4 1 5 ' 4 " 5'4" 2'6 61_ FOOL FILE FLAN 1/4" =1'O" SL4E3 R INFOFRCEMENT FLAN FOOL SECTION NTS 1/4"=1'0" 0 4 BARS ,4T 16" C/C TOP BULLNOSE COPING *3 BARS AT 9" CENTERS EACH UJAY 0 4 e 0 5 BARS BOTTOM STEEL 0 4 BARS TOP STEEL 6" CERAMICS FILE SECTION 3/4".1'0" 3 "x6" DROP PANEL 14" DIAMETER AUGER PILE REINFORCED WITH 4 "6 BARS CONTINUOUS AND w3 TIES AT 9" CENTERS SURFACE AREA (SQ. FT.) 293 VOLUME (GALLONS) 8000 TURNOVER (HOURS) S PERIMETER (FEET) 85 DECK AREA (SQ. FT.) BY OTHERS F.P.L. METER PLUMBING NOTES: HOUSE PANEL- 3 4 12 THWN IN 1/2" CONDUIT ELECTRICAL NOTES: STRUCTURAL NOTES: 1 -2P -204 I -1P -154 2 w 14 TI-fWN + 1"12 THWN 1/2" CONDUIT 2 w 14 THUJN + 1 "12 THWN IN 1/2" CONDUIT 12 VOLT TIMER • JUNCTION L 110V/12V BOX TRANSFORMER HP PUMP ELECTRIC RISER DIAGRAM RAM 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 NERVY DULY PLUMBING STRAP. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION 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 A MINIMUM 6 SQ. IN. OPEN AREA. 6. A 12 "x12" 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 OF 3000 PSI. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. RECIRCULATION PUMP 1 HP, 5O GPM AT 60' TDH SELF- PRIMING - - -- MIN. 18" BELOW WATER LEVEL SAFELY NOTES: 2 .3 BARS ACROSS NICHE AIR RELIEF VALVE 1 1/2" POOL WASTE EQUIPMENT ISOMEfl IC POOL WALL STEEL I/2" NON METALIC CONDUIT TO JUNCTION BOX LIGHT BOUY BOND WIRE TO POOL STEEL UNDERWATER LIGHT DETAIL POOL, SPA AND HOT TUB BARRIERS: ALL POOLS, SPAS AND HOT TUBS SHALL COMPLY WITH SECTION 5001 OF THE SFBC AND SPECIFICALLY 50012 (10) (ad) "ALL DOOR WITH ACCESS TO TI-IE POOL SHALL BE EQUIPPED WITH AN ALARM WI-41C1-4 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 IS OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD IN THE DWELLING. THE ALSRM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR POOL FILTER WITH 100 SQUARE FEET OF FILTER SURFACE AREA CARTRIDGE NO SCALE NO SCALE I. A 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 ANSI/NSPI -5 -35. 2. THE WARNING SIGN, AS PER ITEM I ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: "THERE IS 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. ALL DOORS WITH DIRECT ACESS TO THE POOL AREA SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. TURBO BOOST INLET POOL COPING NOTE: STEP STEEL NOT REQUIRED POOL DECK MIN. 15 SQ. IN. BASKET Ii2" TURBO RETURN 2" SUCTION SKIMMER SECTION NO SCALE 8'6" 12" 12" STEP DETAIL NO SCALE POOL COPING WATER LEVEL 2• MAX. SAME THICKNESS AS WALL SWIMOUT DETAIL POOL Ci4T4: NO SCALE 4 RISERS AT 10 " EACH OPTIONAL 2" TILE OF CONTRASTING COLOR N r 2" TILE STRIP OF CONTRASTING COLOR SHEET 3 OF 3 Lt l 0 L l AL Lu _1L 4 WY Om 1r . rLr Ul et u j .-1 4 f_`-+4 5116 re) „S? (ava 11.44/( ‘cidio) It) = 4- 4': .p;70 (6)y/ /a/locRive .674 *4 = 2cfr .* 4,0 477 06, iey 4_ c 'VG o") / 47 - 7 - 0,5 4 4/a (S,74 7g.7 7c5 ff/s/a.c X. &AL o',77 #4$ *,50 75 4/e. .cee, 5ae, )( 2 XI 4aa /-° /e X/2/'O2 x , 174 x 7 /o ,4 -0/2 ik/iGee, CernIg6s5"e/ti / / 4 1,4 41 /6 e/e. # 3 94 =rc2c2G ro,e I GeRl R6 R�.aK ° 4 r l rS e t 4 4 r'a r ,s.l :fi! �� s" �' s va ,f, y a A C e !: (o ; &'iT ;• • u n. relb 0/4/* /4„, ne ,r j 'mot( s /C(? 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