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453 NE 102 St (9)BARRIER REQUIREMENT OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED & APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER. SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH SECTION 424.2.17.1 - 427.2.17.10, LATEST EDITION. SPECIAL PROVISIONS: WARNING SIGNS: (ANSUNSPI -5) 1. ALL SWIMMING POOLS, SPAS, AND HOT TUB AREAS SHALL BE PROVIDED WITH A PERMANENT SAFETY WARNING SIGN IN A READILY VISIBLE LOCATION FROM THE POOL AREA (APPENDIX F ANSI /NSPI- 5 -95). 2. EACH SAFETY WARNING SIGN SHALL WARN AGAINST SHALLOW WATER DIVING, PREVENTION OF DROWNING & 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 (CPR)" SAFETY FEATURE REQUIREMENT: (FL. STATUTE 515.27 & 515.29, & F.B.C. SECT. 424) IN ORDER TO PASS FINAL INSPECTION AND RECEIVE A CERTIFICATE OF COMPLETION, THE SWIMMING POOL MUST MEET AT LEAST ONE OF THE FOLLOWING REQUIREMENTS RELATING TO POOL SAFETY FEATURES: 1. POOL SHALL BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER; OR 2. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FT.; OR 3. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH A SELF CLOSING, SELF LATCHING DEVICE AND WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54 IN. ABOVE THE FLOOR; OR 4. THE POOL SHALL BE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE FOLLOWING POOL BARRIER REQUIREMENTS : a. BARRIER TO BE A MINIMUM 4 FT. HIGH ON THE OUTSIDE; b. BARRIER SHALL NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS , PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT WILL ALLOW A CHILD ACCESS TO THE POOL; c. BARRIER SHALL BE PLACED AROUND PERIMETER OF THE POOL AND MUST BE SEPARATE FROM ANY FENCE, WALL, OR OTHER ENCLOSURE SURROUNDING THE YARD UNLESS THE FENCE, WALL OR OTHER ENCLOSURE OR PORTION THEREOF IS SITUATED ON THE PERIMETER OF THE POOL, IS BEING USED AS PART OF THE BARRIER, AND MEETS THE BARRIER REQUIREMENTS OF THIS SECTION. d. BARRIER SHALL BE PLACED A MINIMUM OF 12 IN. FROM THE WATER'S EDGE. e. ALL GATES PROVIDING ACCESS TO THE SWIMMING POOL SHALL OPEN OUTWARDS AWAY FROM THE POOL AND SHALL BE SELF CLOSING AND SHALL BE EQUIPPED WITH A SELF LATCHING DEVICE, THE RELEASE MECHANISM OF WHICH SHALL BE LOCATED ON THE POOL SIDE OF THE GATE; f. BARRIER SHALL NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT STRUCTURE, EQUIPMENT, OR OBJECT TO BE USED FOR CLIMBING THE BARRIER. g. WALL OF A DWELLING MAY SERVE AS PART OF BARRIER IF IT DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE ACCESS TO THE SWIMMING POOL. GENERAL NOTES AND CONDITIONS I ALL FLOOR & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. 2 ALL REINF. STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. 3 ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOINTS. 4 IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING AND /OR SHORING, OR OTHER METHODS AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 5 THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 6 CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO POOL'S WATER EDGE. 7 POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH THE LATEST U.S. GOVERNMENT SAFETY STANDARDS. 8 ALL POOL ENCLOSURES SHALL CONFORM TO FLORIDA STATUTES 515.27 AND 515.29 AND F.B.C. CHAPT 424.2.17.1 - 10 9 WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALL OR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD CONDITION, NOT PERMITTING ANY SHIFTING OR REMOVAL, OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED BY THE PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE SEA -WALL TIEBACKS SHALL NOT BE CUT . WHEN DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER IMMEDIATELY FOR FURTHER INSTRUCTIONS. 10 THE CONTRACTOR SHALL BACKFILL POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE PERFORMED WITH CLEAN SAND, FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12 INCH THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPERING SOLIDLY. SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR MANNER. 1 1 WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES SHOWN ON THE TYPICAL SECTION DO NOT APPLY. DECK DESIGN SHALL BE BY OTHERS. 12 DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. 13 WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL REPAIR CONTRACTOR. HYDROSTATIC UPLIFT PRESSURES MUST BE ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE GROUND, AND CAUSING DAMAGE TO THE STRUCTURAL INTEGRITY OF THE POOL. 14 THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEERS. 15 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE F.B.C., LATEST EDITION , AND ARTICLE 680 N.E.C., LATEST EDITION. ALL BOND WIRES SHALL BE PROTECTED WITH APPROVED MATERIAL. THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL BONDING INSPECTION IS CALLED FOR AND APPROVED PRIOR TO PLACEMENT OF CONCRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS DIRECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOX IS PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN ADDITION TO ALL METAL DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS CONTAINING METAL WITHIN A DISTANCE OF 5 FEET FROM THE POOL WATERS EDGE, SHALL ALSO BE GROUNDED. 16 POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (1) #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORCING, AND PUMP MOTOR CASING. 17 FILTER BACKWASH SHALL COMPLY WITH THEFLORIDA BUILDING CODE, LATEST EDITION. 18 POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, LATEST EDITION. 19 TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT. 20 UPON VISUAL INSPECTION SITE SOIL REVEALS A COMBINATION OF UNDISTURBED SAND AND LIMEROCK. A BEARING VALUE OF 2000 PSF HAS BEEN UTILIZED FOR DESIGN PURPOSES. 21 THIS POOL HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE, SECTION 424. 48 HOURS BEFORE 17166IN6 GALL TOLL FREE 1 -800- 432 -4110 SUNSHINE STATE ONg GALL CENTER OF FLORIDA PRIOR TO INSTALLATION OF ROUGH ELECTRIC WG <iNG CHECK NAMEPLATE DATA OF A/C EQUIPMENT, HOT WATER HEATEiiS AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVERCURRENT PROTECTION. :19E( Ua1'fg 51 :2V(t'E CA?ACifY t.1!JS f 3* ;AROVIOED. SUBJECT TO ELECTRICAL INSPECTION. AQUADYNMCc3 Der GRoU INC A Q U A T I C E N G I N E E R I N G `ED ROLU MR`1!' 17gM10) IRAOZI G o FLOo L JWEJG°a Q 3 13a 17 7I3 Ca0g30 ffg= o o g IPLL Z OM FO r- LQaMQDVR MOMR.HG4 0 -s9 6 CONSULTANTS EXIST. 4' HIGH G.L. FENCE EXIST. 6' HIGH WOOD FENCE EXIST. 4' HIGH G.L. FENCE co EXIST. 4' G.L.F. W/ SELF - CLOSING 4 SELF -LATCH I N3 GATE EXIST. WATER LINE EXIST. WATER METER >1 NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. POOL DECK 15 N.I.G. - REFER TO ARCHITECTURAL PLANS UNDER SEPARATE CONTRACT AND PERMIT FOR DETAILS Exl STI N6 TWO STY G135 RESIDENCE F.F.E. =12.40' 50 00' — 1 — te r- EXIST ONE STY CBS 12' -6" 8' ASPHALT PAVEMENT ALLEY 50.00' 0� EXIST. GONG. WALK 21' ASPHALT PAVEMENT NE. 102nd 8TREET SITE PLAN 1" = LOT 19, BLOCK 92, AMENDED PLAT OF MIAMI SHORES SECTION 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15 AT PAGE 14 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. 'PROJECT NAME: / / \REVISED POOL EQIP PAD LOCATION 11 -01-02 EXIST. WOOD Waterline Tile: 6" Other Zoning: NONE POWER POLE Tile on Steps: NONE Tile on Swimout: NONE ti7;;J:/5;1:tg, $ Coping: B/N BRICK /4 r Pump S ize (HP): 2 NEW �,I E frI ' f/e Filter System: D.E. Filter Size (SF):48 Off """"' �� .y / nlets: 4 Maindrains: 2 POWER SERVICE ' 0',! Pool C leaner: RAY -VAC PRESSURE EXIST. 4' HIGH � utomatic Surface Skimmer: ONE Belli Safety Light: 150 W, 12 V SAM LIGHT Electrical Pool Hookup: BY CONTRACTOR Patio Finish: N.I.C. Patio Size (SF): N.I.C. Deck Drains (LF):N.I.C. Fence: AS SHOWN Pool Miscellaneous Items: 1. 4 HO PUMP TO TWO BADU JET 2. 6' -0" SHEER DESCENT ©12" G.L. FENCE EXIST. SANITARY/ LINE TO EXIST.SEPTIG TANK AND EXIST. DRAINFIELD NEW 200 A HOUSE PANEL NEW ELECTRIC METER HEATER OR HEAT PUMP (4) 5/8" DIAM. x 4" HILTI KKK BOLTS (4) 1/2" DIAM. x 3" HILTI KWIK BOLTS JEFFREY 4 ROSERTA KELLUM RESIDENCE 453 N.E. 102 STREET MIAMI SHORES, FLORIDA 1) 11 ■ _ =7Tr POOL,. QATA CHART POOL SPECIFICATIONS: Pool Shape: AS SHOWN Maximum Length (FT): 30 Maximum Width (FT) 14 Deep End (F f ): 4' -11 ' Shallow End (,=T).3 Pool Area(SF): 325 Pool Perimeter(LF):85 Pool Volume (GAL): 9750 Turnover Rate(HR): 1.8 HR Interior Finish: PEBBLE SPA SPECIFICATIONS: Spa Shape: NONE Spa Size: NONE Spa Area(SF)NONE Spa Perimeter(LNPNE Spa Volume (GAL): NONE Therapy Jets: NONE Spillway Jets: NONE Underwater Spa Light: NONE Heater: NONE Spa Miscellaneous Items: 1. 2. Customer:KELLUM RESIDENCE Address: 453 NE 102 ST. P.O. #: 42047 Job #: 331 -198 Phone: 305 - 758 -3516 Legal Description: AS SHOWN Building Department: MIAMI SHORES Rear Setbacks: 7.5 FT Side Setback: 10' -0" Spillway Opening (FT): NONE Glass Block: NONE Spa Raised: NONE Spa Turnover Rate:NONE Spa Controls: NONE GENERAL NOTES: 1. POOL MECHANICAL EQUIPMENT ANCHORAGE HAS BEEN DESIGNED TO COMPLY WITH F.B.C. SECT. 301.13 2. ALL EQUIPMENT SHALL BE PLACED ON A SINGLE EQUIPMENT SLAB. SEPARATE SLABS ARE NOT PERMITTED. 3. THE POOL EQUIPMENT SLAB SHALL BE PLACED @ THE BASE FLOOD ELEVATION OR HIGHER. FILTER/ PUMP/ HEATER ANCHORAGE DETAIL N.T.S. 12245 S.W. II2TH STREET MIAMI, FLORIDA 33186 PH. 305 - 210 -1146 FAX 305 -210 -8385 / JOB No. 331 -198 DATE DRAW dY BESET SHEET I OF 5 04 R.E. AS NOTED FILTER PUMP 6" THICK CONCRETE EQUIPMENT PAD OFELIA TASOADA, P.E. PROFESSIONAL REG. No. 55334 CIVIL ENGINEER AQUADYNAMIGS DESIGN GROUP, INC, 4410 SJ 4. 2ND AVE., MIAMI, FLORIDA DEPT, OF PROF. REG. NO, E50004614 OFELIA TABOADA DRAWING NUMBER / I I/2'' POOL RETURN LINE 11/2" SHEER DESCENT LINE 4" BADU JET SUPPLY LINE 4" BADU JET SUCTION LINE 2 1/2" POOL M.D. LINE 2" SKIMMER LINE 2" POOL VACUUM LINE PRIOR TG 1 11/2" ANTI ENTRAPMENT VENT LINE IN PLANTER MAX LENGHT ON VENT NOT TO EXCEED 20 FEET LATI O N WIR, TE DA WA PME', RE NT PFD, TO EL , F_CT' POOL EQUIP PAD PRIOR TO INSTALL.. _ ELECTRIC CHECK NAMEPLATE DA Or EQUIPMENT, HOT WATz,, _ S AND OTHER EQUIPMENT CORRECT WIRE Siz..E OVERCURRENT A!)E 'JAYg 5E.2` /K# CA' \ ; 'Y ;.I'J3 f Pa0VI) ). SUBJECT TO LE ? C: L INoPECTIDN --9 7 — 4&' A A A SP 4 I L_ PRESSUERE LOCK COVER PIPING PLAN 1/4 " =1' -0" Agultonamhz Mot Qom Ave A Q U A T I C E N G I N E E R I N G CONSULTANTS 10 aU - u - H EE4 I aM CQMEaIME GUM,MO ELnlgOlo 3`W3 IM1: 450 Q577 7g5 [MOW) gg—`000 IFQK GoUUZ_ 011r,o DROF @L aui llff ]1LQfVit100aHm7 -89 I l7 i 8" CLEAR AIR GAP STATIC POOL W.L. T PLAN LEGEND PVC SCHEDULE 40 NSF APPVD. PIPE (SUPPLY LINE) MAX VELOCITY 10 F.P.S. — — PVC SCHEDULE 40 NSF APPVD. PIPE (SUCTION LINE) MAX VELOCITY 10 F.P.S. PVC SCHEDULE 40 NSF APPVD. PIPE (VENT LINE) ANTI-VORTEX MAIN DRAIN ASSEMBLY 2" RAY VAC PRESSURE FITTING WITH VAC LOCK COVER TOP LOADING NSF APPROVED SURFACE SKIMMER 1 1/2" ADJUSTABLE EYEBALL POOL RETURN FITTING BADU JET WITH DUAL NOZZLE SHEER DESCENT WATERFALL FEATURE ( SEE DETAIL THIS SHEET) PUMPING FLOW RATES @ 60 TDH 1.0 HP = 55 gpm 1.5 HP = 75 gpm 2.0 HP = 102 gpm 2.5 HP = 137 gpm 3.0 HP = 137 gpm PIPE SIZING FLOW CAPACITY (10FPS) 1.5" = 55gpm 2.0" = 98 gpm 2.5" =152gpm 3.0" = 220 gpm 1 I/2" PVG PIPE VENT LINE VENT LINE PIPE SHOULD BE LOCATED OUT OF DECK AREA IN A SECURE PLACE TO AVOID TRIP HAZARD O ANTI - ENTRAPMENT VENT LINE DETAIL NO SCALE NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR— MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. r 'PROJECT NAME: 6" RISER CONTROL BOX 4 HP. PUMP SUCTION LINE PNEUMATIC HOSE IN CONGU I T SPILLWAY LIP 433 N.E. 102 STREET MIAMI SHORES, FLORIDA 1" WATER FEATURE SUPPLY PIPE SAME OTHER SIDE l'-O" 1" DIA. SHEER DESCENT ISOMETRIC l 2 1/2" JEFFREY it ROBERTA KELLUM RESIDENCE N.T.8 6' -0 SHEER DESCENT 1" DIA. SHEER DESCENT PLAN N.T.8 PRESSURE LINE HORIZONTAL SUCTION LINE MAX. 30' -0" PIPE ®BADU HYDRO JET SYSTEM NO SCALE A MOVED POOL EQUIPMENT PAD 11 -01 -02 AN l� AN 12245 S.W. II2TH STREET MIAMI, FLORIDA 33186 PH. 305- 210 -1 FAX 305 -210 -8385 / 2 1/2" 1 2 1/2" X 3 1/2" DEEP NOTCH 0 JOB No. 33I -1 DATE DRAW 6Y 6CALE SWEET 4 0P 5 04 -16-02 R.E. AS NOTED TOP OF BEAM 7 AIR REGULATOR WATER LEVEL PNEUMATIC BUTTON OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55331 CIVIL ENGINEER AQUADYNAMICS DESIGN GROUP, INC, 4410 5.N. 12ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. EB0004644 OFELIA TA30ADA DRAWING NUMBER sp-4 BARRIER REQUIREMENT OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED & APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER. SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH SECTION 424.2.17.1 - 427.2.17.10, LATEST EDITION. SPECIAL PROVISIONS: WARNING SIGNS: (ANSI/NSPI -5) 1. ALL SWIMMING POOLS, SPAS, AND HOT TUB AREAS SHALL BE PROVIDED WITH A PERMANENT SAFETY WARNING SIGN IN A READILY VISIBLE LOCATION FROM THE POOL AREA (APPENDIX F ANSI /NSPI- 5 -95). 2. EACH SAFETY WARNING SIGN SHALL WARN AGAINST SHALLOW WATER DIVING, PREVENTION OF DROWNING & 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 (CPR)" SAFETY FEATURE REQUIREMENT: (FL. STATUTE 515.27 & 515.29, & F.B.C. SECT. 424) IN ORDER TO PASS FINAL INSPECTION AND RECEIVE A CERTIFICATE OF COMPLETION, THE SWIMMING POOL MUST MEET AT LEAST ONE OF THE FOLLOWING REQUIREMENTS RELATING TO POOL SAFETY FEATURES: 1. POOL SHALL BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER; OR 2. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBAAT10FT.; OR 3. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH A SELF CLOSING, SELF LATCHING DEVICE AND WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54 IN. ABOVE THE FLOOR; OR 4. THE POOL SHALL BE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE FOLLOWING POOL BARRIER REQUIREMENTS : a. BARRIER TO BE A MINIMUM 4 FT. HIGH ON THE OUTSIDE; b. BARRIER SHALL NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS , PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT WILL ALLOW A CHILD ACCESS TO TNT/POOL; c. BARRIER SHALL BE PLACED AROUND PERIMETER OF THE POOL AND MUST BE SEPARATE FROM ANY FENCE, WALL, OR OTHER ENCLOSURE SURROUNDING THE YARD UNLESS THE FENCE, WALL OR OTHER ENCLOSURE OR PORTION THEREOF IS SITUATED ON THE PERIMETER OF THE POOL, IS BEING USED AS PAPT OF THE BARRIER, AND MEETS THE BARRIER REQUIREMENTS OF THIS SECTION. d. BARRIER SHALL BE PLACED A MINIMUM OF 12 IN. FROM THE WATER'S EDGE. e. ALL GATES PROVIDING ACCESS TO THE SWIMMING POOL SHALL OPEN OUTWARDS AWAY FROM THE POOL AND SHALL BE SELF CLOSING AND SHALL BE EQUIPPED WITH A SELF LATCHING DEVICE, THE RELEASE MECHANISM OF WHICH SHALL BE LOCATED ON THE POOL SIDE OF THE GATE; f. BARRIER SHALL NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT STRUCTURE, EQUIPMENT, OR OBJECT TO BE USED FOR CLIMBING THE BARRIER. g. WALL OF A DWELLING MAY SERVE AS PART OF BARRIER IF IT DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE ACCESS TO THE SWIMMING POOL. GENERAL NOTES AND CONDITIONS I ALL FLOOR & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. 2 ALL REINF. STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. 3 ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOINTS. 4 IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING AND /OR SHORING, OR OTHER METHODS AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 5 THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 6 CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO POOL'S WATER EDGE. 7 POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH THE LATEST U.S. GOVERNMENT SAFETY STANDARDS. 8 ALL POOL ENCLOSURES SHALL CONFORM TO FLORIDA STATUTES 515.27 AND 515.29 ., AND F.B.C. CHAPT 424.2.17.1 - 10 9 WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALL OR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD CONDITION, NOT PERMITTING ANY SHIFTING OR REMOVAL, OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED BY THE PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE SEA -WALL TIEBACKS SHALL NOT BE CUT . WHEN DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER IMMEDIATELY FOR FURTHER INSTRUCTIONS. 10 THE CONTRACTOR SHALL BACKFILL POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE PERFORMED WITH CLEAN SAND, FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12 INCH THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPERING SOLIDLY. SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR MANNER. 1 1 WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES SHOWN ON THE TYPICAL SECTION DO NOT APPLY. DECK DESIGN SHALL BE BY OTHERS. 12 DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. 13 WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL REPAIR CONTRACTOR. HYDROSTATIC UPLIFT PRESSURES MUST BE ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE GROUND, AND CAUSING DAMAGE TO THE STRUCTURAL INTEGRITY OF THE POOL. 14 THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEERS. 15 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE F.B.C., LATEST EDITION , AND ARTICLE 680 N.E.C., LATEST EDITION. ALL BOND WIRES SHALL BE PROTECTED WITH APPROVED MATERIAL. THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL BONDING INSPECTION IS CALLED FOR AND APPROVED PRIOR TO PLACEMENT OF CONCRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS DIRECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOX IS PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN ADDITION TO ALL METAL DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS CONTAINING METAL WITHIN A DISTANCE OF 5 FEET FROM THE POOL WATER'S EDGE, SHALL ALSO BE GROUNDED. 16 POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (1) #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORCING, AND PUMP MOTOR CASING. 17 FILTER BACKWASH SHALL COMPLY WITH THEFLORIDA BUILDING CODE, LATEST EDITION. 18 POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, LATEST EDITION. 19 TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT. 20 UPON VISUAL INSPECTION SITE SOIL REVEALS A COMBINATION OF UNDISTURBED SAND AND LIMEROCK. A BEARING VALUE OF 2000 PSF HAS BEEN UTILIZED FOR DESIGN PURPOSES. 21 THIS POOL HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE, SECTION 424. 48 HOURS BEFORE DIGGING TOLL FREE I -800- 432 -4710 SUNSHINE STATE ONE GALL CENTER OF FLORIDA 'POOL IIEr.11JIF1 RM NtNS: SELP- CLOSINO/ SELF-LOCKING OA tI:S rrI r,)UIRED PENCE: 4' HIC3H (MIN.) ANO NON-CLIMBABLE IF- NEIGHBORS f3EMOVE FENCE/ WALL, OWNEI'l MUST REPLACE WITH A 4' FENCE ON OWNER'S FRCPEATY AQUADYNAMK3 DESIGN GROU INC A Q U A T I C E N G I N E E R I N G D) CONSULTANTS (MCD&O C3T°E353 U 3 QQ3I 3 (3gg— I0C:g i L.=.1 W EEDU1DI.o MFG) [. ,lu .( 1:: U IJVL �i1V11 Ro HAa IJ /Zoning Approve b e 51.24 re;.,ev 4 HI6H -= ENGGis EXIST. 6' H16H I WOOD FENCE EXIST. 4' H164 G.L. FENCE EXIST. 4• G,LJ 4/ SELF-- GLO_JN6- 3 SELF -LAT9 ING o, EXIST. WAT1M LINg EXIST'. WATER, METER NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL. ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. POOL DECK 15 N.I.G. - REFER TO ARCHITECTURAL PLANS UNDER SEPARATE CONTRACT AND PERMIT FOR DETAILS 12' -6" e (f cfos 1 8' ASPHALT PAVEMENT ALLEY lankirideolo • 181 �Q. /' 50.00' x -7 r x —x =x / EXIST ONE j STY OBS G 21' ASPHALT PAVEMENT NE 102nd STREET SITE PLAN 1" = 20' -0" LOT 19, BLOCK 92, AMENDED PLAT OF MIAMI SHORES SECTION 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15 AT PAGE 14 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. PROJECT NAME: EXIST. WOOD POWER POLE NEW OVERHEAD POWER SERVICE EXIST. 4' H16H'` G.L PENCE EXIST. SANITARY/ LINE TO EXIST.SEPTIG TANK AND EXIST. DRAINFIELD NEW 200 A HOUSE PANEL NEW ELECTRIC METER HEATER OR HEAT PUMP (4) 5/8" DIAM. x 4" HILTI KWIK BOLTS (4) 1/2" DIAM. x 3" HILTI KWIK BOLTS JEFFREY 4 ROBERTA KELLUM !RESIDENCE 453 N .E. 102 STREET MIAMI SHORES, FLORIDA = x� 1. GENERAL NOTES: 1. POOL MECHANICAL EQUIPMENT ANCHORAGE HAS BEEN DESIGNED TO COMPLY WITH F.B.C. SECT. 301.13 2. ALL EQUIPMENT SHALL BE PLACED ON A SINGLE EQUIPMENT SLAB. SEPARATE SLABS ARE NOT PERMITTED. 3. THE POOL EQUIPMENT SLAB SHALL BE PLACED @ THE BASE FLOOD ELEVATION OR HIGHER. FILTER/ PUMP/ HEATER ANCHORAGE DETAIL N.T.S. ANT a,i NY SY AN 12245 S.W. II2TH STREET MIAMI, FLORIDA 33186 PH. 305- 210 -1(146 FAX 305 -210 -8385 POOL DATA CHART POOL SPECIFICATIONS: Pool Shape: AS SHOWN Maximum Length (FT): 30 Maximum Width (FT): 14 Deep End (FT): 4' -11" St^,Gllcvi End (FT Pool Area(SF): 325 Pool Perimeter(LF):85 Pool Volume (GAL): 9750 Turnover Rate(HR): 1.8 HR Interior Finish: PEBBLE Waterline Tile: 6" Tile on Steps: NONE Tile on Swimout: NONE Coping: B/N BRICK Pump Size (HP): 2 Filter System: D.E. Filter Size (SF):48 Inlets: 4 Maindrains: 2 Pool Cleaner: RAY -VAC PRESSURE Automatic Surface Skimmer: ONE Underwater Safety Light: 150 W, 12 V SAM LIGHT Electrical Pool Hookup: BY CONTRACTOR Patio Finish: N.I.C. Patio Size (SF): N.I.C. Deck Drains (LF):N.I.C. Fence: AS SHOWN Pool Miscellaneous Items: 1. 4 HO PUMP TO TWO BADU JET 2. 6' -0" SHEER DESCENT ©12" SPA SPECIFICATIONS: Spa Shape: NONE Spa Size: NONE Spa Area(SF)NONE Spa Perimeter(LINE Spa Volume (GAL): NONE Therapy Jets: NONE Spillway Jets: NONE Underwater Spa Light: NONE Heater: NONE Spa Miscellaneous Items: Spa Controls: NONE JOB No. 33I -IQ8 DATE DRAIN BY ecALE 6+4EET 1 OF 5 04 R.E. AS NOTED l OFELIA TABOADA Customer:KELLUM RESIDENCE Address: 453 NE 102 ST. P.O. #: 42047 Job #: 331 -198 Phone: 305 - 758 -3516 Legal Description: AS SHOWN Building Department: MIAMI SHORES Rear Setbacks: 7.5 FT Side Setback: 10' -0" Other Zoning: NONE Spillway Opening (FT): NONE Glass Block: NONE Spa Raised: NONE Spa Turnover Rate:NONE FILTER PUMP 6" THICK CONCRETE EQUIPMENT PAD OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55331 CIVIL ENGINEER AGUADYNAMIGS DESIGN GROUP, INC. 4110 S.A. 12ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. EB0004614 DRAWING NUMBER SF-1 ■ X POOL EQUIP PAD x / CO 9 x / / / / / x i x / x / //, / // / / x 0 0 SWIMMING POOL +11.40' 14' -0" x / // EXISTING RESIDENCE / // x 3' -0" x / 7 x x / / i AQUADYNMc 1kMwG Gszoui INC A Q U A T I C E N G I N E E R I N G C O N S U L T A N T S fa0o9 OT- 3g9 Qa306tD a5g- ''3008 FQK EE 1Q0L�o CHP0(f/L:=1 13VrM. L MEI P.G\I to x / / / / / / / % /r // // / // ////, 0 En / / / 2 / , / / / , / // ///// , /// / // / / / / / / / / x x x /% / EXISTING RESIDENCE / NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND HELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. / / x x • PROJECT NAME: X x X JEFFREY * ROBERTA KELLUM RESIDENCE 453 NE. 102 STREET MIAMI SHORES, FLORIDA POOL LAYOUT PLAN 1/4' =1' -0' 12245 5.A. II2TH STREET MIAMI, FLORIDA 33186 PH. 305 - 210 - 1 6 i46 FAX 305 -210 -8385 JOB No. 331 -IQ8 DATE DRAII.N CY 6CA-a ■ eat 514EET 2 Off 5 04 -16 -02 R.E. AS NOTED J OFELIA TABOADA, P.E. PROFESSIONAL REG, No. 55331 CIVIL ENGINEER AOUADYNAMICS DESIGN GROUP, INC. 4110 S.W. 12ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. ES0004614 OFELIA TASOADA DRAWING NUMBER POOL EQUIP PAD x x x #6 COPPER GROUND TO PUMP MOTOR (GROUND PUMP MOTOR TO POOL PANEL) cb x x x 6 ' -0" SHEER DESCENT WATER FEATURE 0 rn KIDS SAFE APPROVE POOL COVER PER ASTM F 1346 -9 I +12.40' 4' -6 DEEP +11.40' x x x O 41 I I 0 DEEP SWIMMING POOL GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN 10 FEET NOR MORE THAN 20 FEET FROM WATER'S EDGE. 4' -6" DEEP NON -SLIP TILE NOSING #8 GND TO WALL .K REINI=ORCIN6 3 x EXISTING RESIDENCE 4� SP -5/ x x x x x POOL AREA PLAN 1/4'1' -0' AQUADYNAMc3 Dot GRoU INC A Q U A T I C • E N G I N E E R I N G CONSULTANTS (5137 -EDT3 Qa303D 6Ccg .1oo2 PQ>;3 MoUUQOLo ��IG�Or.LaaMLao�U�]Q 1�C��aG�]G4 x x x x x #3'S @ 6" C/C E.W. AT ANY POOL WALL CLOSER THAN 5' -O" TO ANY HOUSE WALL OR STRUCTURAL COLUMN x EXISTING RESIDENCE NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR— MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND HELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED, x x 1 / PROJECT NAME: x x x PLAN LEGEND UNDERWATER 12 VOLT POOL LIGHT POOL = 150 W GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN 10 FEET NOR MORE THAN 20 FEET FROM WATERS EDGE. JUNCTION BOXES (G) WATER CIRCULATING EQUIPMENT ELECTRICAL PANEL GROUND BAR HEATER (G) JEFPREY 4 RO 3ERTA KELLUM RESIDENCE 453 NE. 102 STREET MIAMI SHORES, FLORIDA Ark1.1. a SLAB OF HO HOUSE FORMING SHELLS POOL & DECK REINFORCING STEEL SOFT SAND SIDE 12245 5.W. II2TH STREET MIAMI, FLORIDA 33186 PH. 305 - 210 -1.146 FAX 305 -210 -8385 1 5-0" OR LEN 1 1 -i T -- - - - -fib DIVING BOARDS DECK DRAINS T -m -M SECTION VIEW =T�!= I" PLYWOOD 2 "X4" BRAGIN6 4 "X4 "P.T. ®48" O.G. PLAN VIEW SHORING DETAIL N.T.S. NOTE TO INSPECTOR: SHORING OF POOL EXCAVATION IS NECESSARY ONLY UNDER SOFT SOIL CONDITIONS. EXCAVATIONS REVEALING LIMEROCK DO NOT REQUIRE SHORING! POOL COVER FIXED MOTOR METAL <= 5 FT COMMON BONDING GRID DETAIL N.T.8. LADDERS COMMON BONDING GRID PERMITTED TO BE: . STRUCTURAL REINFORCING STEEL RODS THAT ARE BONDED TOGETHER . WALL OF BOLTED OR WELDED METAL POOL. . SOLID COPPER CONDUCTOR NO. 8 OR LARGER 1" PLYWOOD 6" DIAMETER AUGER HOLES FENCE METAL DOOR FRAMES, ETC, < 5 FT JOB No. 331 -116 PATE DRAW) DY 6CALR 641ERT • 04 -16 -02 R.E. AS NOTED SHEET 3 OF 5 4 "X4" P.T. POST 0 48" 0..6 PARALLEL Vi/ HOUSE 2 "X4" BRAGIN6 to I/3 POINTS AS SHOWN OFELIA TASOADA, P.E. PROFESSIONAL REG. No. 55334 CIVIL ENGINEER AOUADYNAMIGS DESIGN GROUP, INC. 4110 S.W. 12ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. ESOOO4614 OFELIA TASOADA DRAWING NUMBER r POOL EQUIP PAD I I/2" ANTI ENTRAPMENT VENT LINE I N PLANTER MAX LENGHT ON VENT NOT TO EXCEED 20 FEET // /0 r ' A Q U A T I C I I/2" POOL RETURN LINE 2" POOL VACUUM LINE 2" SKIMMER LINE 2 1/2" POOL M.D. LINE 4" BADU JET SUPPLY LINE 4" BADU JET SUCTION LINE I I/2" SHEER DESCENT LINE PRESSUERE LOCK COVER PIPING PLAN 1/4 " =1' -0" DYNMcc3 DESIGN Gam, Its, 10 REDLPTI ] M/ICR`� E N G I N E E R I N G ID CLEAR AIR CAP STATIC FOOL W.L. CONSULTANTS T 3�0�9 Me3 7 -E3a7 5 Qa3cD o I DW= O[Lo OH O @QDIgZI=VHQRAUgg.GE4 PVC SCHEDULE 40 NSF APPVD. PIPE (SUPPLY LINE) MAX VELOCITY 10 F.P.5. — PVC SCHEDULE 40 NSF APPVD. PIPE (SUCTION LINE) MAX VELOCITY 10 F.P.S. PVC SCHEDULE 40 NSF APPVD. PIPE (VENT LINE) ANTI-VORTEX MAIN DRAIN ASSEMBLY 2" RAY VAG PRESSURE FITTING WITH VAC LOCK COVER TOP LOADING NSF APPROVED SURFACE SKIMMER I I/2" ADJUSTABLE EYEBALL POOL RETURN FITTING BADU JET WITH DUAL NOZZLE SHEER DESCENT WATERFALL FEATURE ( SEE DETAIL THIS SHEET) PUMPING FLOW RATES a@60TDH 1.0 HP = 1.5 HP = 2.0 HP = 2.5 HP = 3.0 HP = 1.5" = 55gpm 2.0" = 98 gpm 2.5" =152 gpm 3.0" = 220 gpm PLAN LEGEND 55 gpm 75 gpm 102 gpm 137 gpm 137 gpm PIPE SIZING FLOW CAPACITY (10FPS) I I/2" PVG PIPE VENT LINE VENT LINE PIPE SHOULD BE LOCATED OUT OF DECK AREA IN A SECURE PLACE TO AVOID TRIP HAZARD ® ANTI - ENTRAPMENT VENT LINE DETAIL NO SCALE NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. 6" RISER CONTROL BOX 4 HP. PUMP PROJECT NAME: SUCTION LINE PNEUMATIC HOSE I N CONDUIT SPILLWAY LIP 1' -0" 453 N.E. 102 STREET MIAMI SHORES, FLORIDA I" DIA. 11 L1 JEFFREY 4 ROSERTA K LLUM RESIDENCE I" WATER FEATURE SUPPLY PIPE SAME OTHER SIDE SHEER DESCENT ISOMETRIC 4' "2 1/2" Zo N.T.8 SHEER DESCENT 1" DIA. SHEER DESCENT PLAN N.T.8 PRESSURE LINE 4" 6' -0 11 HORIZONTAL SUCTION LINE MAX. 30' -0" PIPE ®BADU HYDRO JET SYSTEM NO SCALE 12245 S.W. II2TH STREET MIAMI, FLORIDA 33186 PH. 305 - 270 -7(146 FAX 305 -270 -8385 J 2 1/2" 2 1/2" X 3 1/2" DEEP NOTCH r - 111111E 0 JOB No. 33I -IQ8 PATE DRAIN BY BC-ALB 6HEBT SHEET 4 OF 5 04 -16 -02 R.E. AS NOTED J TOP OF BEAM AIR REGULATOR WATER LEVEL PNEUMATIC BUTTON OFELIA TABOADA, P.E. PROFESSIONAL P. No. 55331 CIVIL ENGINEER AOUADYNAMICS DESIGN GROUP, INC. 4110 S.W. 12ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. E50004614 40T' OFELIA TASOADA •T >o -L DRAWING NUMBER 5P-4 POOL DECK 15 L N.I.G. BRICK SE WATERLINE G ERA I *LAZE D TILE RETURN FITTINGS INSTALLED 12" TO 24" BELOW WATER LEVEL PEBBLE FINISH ON WALL AND FLOOR SURFACE O POOL WALL SECTION SCALD 1/r ■1'-0' ANTI - VORTEX MA DRAIN ASSEMBLY 3' -0" MINIMUM FACE TO FACE HYDROSTATIC VALVE- 2 1/2" "T" POOL DUAL MAIN DRAIN CONNECTION DETAIL N.T.S. I I/2" VENT LINE 2 1/2" PUMP SUCTION 48" CLR WATER PROOF JUNCTION Box. METAL PIPE SUPPORT LE6 DRIVEN INTO STABILE EARTH. I LIGHT CONDUIT CONNECTED WITH JUNCTION BOX IF 3" GLR. NON - CORROSIVE LIGHT HOUSING WITH REPLACEABLE 100 -300 WATT CAPACITY BULB AND 5 FOOT PIGTAIL WIRE WRAP FOR SERVICING LIGHT ON SURFACE OF DECK. #8 COPPER GROUND ANCHO TO NICHE BRASS GROUND WIRE CLAMP ANCHORED TO WALL STEEL OTE r FLOOR AND WALLS SHALL BE 6 ",M1N. SHOIGRET 0I, G ' I � #3 @ : r G /G, CENTER STEEL IN FLOOR. WET NICHE LIGHT DETAIL N.T.S. i / HORIZONTAL VERTICAL 12 VOLT TRANS- FORMER BOX OUNT TO UNI- STRUT FRAME �/ `�-- -- TO SUB -ANEL 1' P C 14/3 SJT W - DBL INS. W/F' LIGHT CORD *s CU GNP WIRE INSULATED 1 -0 O POOL STAIR DETAIL SCALE 112'•1'-0• CND. LUG IN NICHE COAT LUGS 'V APPROVED 3M SILICON POTTING 1 26-0" POOL WATER LEVEL 1' -0" TIMER in • o _ WATERLINE OF POOL ANTI - VORTEX M.D. ASSEMBLY W/ HYDROSTATIC VALVE GROUND PUMP MOTOR TO GROUNDING BAR IN PANEL ENCLOSURE #8 SOLID COPPER GROUND FROM DECK OR POOL 2HP POOL PUMP 2" POOL GLEANER LIN I 1/2" POOL RETURN LINE 1 1/2" SHEER DESCENT LINE AQUADYNAML$ Dom! GROVP, ING A Q U A T I C ¢,2 OED O& —C3a 713 E N G I N E E R I N G eq Io 305) 6+62 002 I QK Eot�it I1ILg DNFID@ QC,11 CONSULTANTS co ID La aalg, VU.]QtIDGaaHE4 O POOL RAISED WALL SCALE 1/r.1' -O' 4' -0" POOL PROFILE DETAIL N.TS. 2 POOL SKIMMER LINE 2 1/2" POOL MAIN DRAIN LIN NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. 6' -0" SHEER DESCENT TOP OF POOL WALL EL. + 11.40' BASE FLOOD CRITERIA - DADE COUNTY FLOOD MAP 120 13 3 EL.+ BOTTOM T OF SLAB EL. + 5.65' FILTER SYSTEM ISOMETRIC N.T.S. REAR WALL ELEVATION SCALD 1a'.1'-0' EXIST. ELECTRICAL PANEL DE 48 SF F ILTER rI PROJECT NAME: UPLIFT DATA - TOP OF POOL WALL ELEVATION � - BOTTOM SLAB ELEVATION COUNTY F LOOD CRITERIA DEDUCT BOTTOM SLAB ELEVATION POOL UPLIFT FORGE DEDUCT 2.00' ALLOWED FOR USE OF 2" HYDROSTATIC PRESSURE RELIEF VALVE (- 2.00') RESULTANT UPLIFT FORCE SLAB THICKNESS REQ'D 11/2" POOL DRAIN SEE GENERAL NOTE 18 ON SP -1 3 #10 -1 /2 "C 2P /20A BADU PUMP MOTOR ur CHECK NAMEPLATE DATA OF A/C EOU'PMENT, HOT WATER HEATERS u. E .:_u ....r ; I A :;: ; /R : : / il�' : i�i';)' p , ' ' ` SUBJECT TO i_LE.; •rR;CAL INSPECTION. 453 N.E. 102 STREET MIAMI SHORES, FLORIDA WATER LEVEL 11.40' 5.65' 6.1' 5.65' 5.1' ( -) 2.00' 3.01 6" 3 #12 -1 /2 "G 2P /20A N 3$12 -I /2 "G IP /15A FILTER PUMP MOTOR JEFFREY 4 ROBERTA KELLUM RESIDENCE EXIST. ELECTRICAL PANEL 4 HP POOL PUMP 4" BADU JET SUCTION LINE 4" SAM JET SUPPLY LINE ELECTRICAL LOAD SUMMARY PANEL A H. (GENE -ZAP LIGHTING LOAD + SMALL APPLIANCE 179' S F. @ 3W /SF= 5373 + 3000 WATTS= 8373 WATTS B. FIXED APPLIANCES: BADU JET PUMP 1 AT 100 % = POOL PUMP 1 AT 100 % = POOL/SPA LIGHT AT 100 % = DEMAND FACTOR CALCULATIONS PANEL A FIRST 10 KW @ 100 % = REMAINING 26110 WATTS @ 40 %= TOTAL LOAD @ DEMAND FACTOR - A/C OR HEATING AT 100 % = TOTAL CONNECTED LOAD= 30444 WATTS /240 VOLTS = C. NEUTRAL LOAD LIGHTING, SMALL APPLIANCE, AND WASHER = FIRST 3000 WATTS @ 100% = REMAINING -6873 WATTS @ 35 %= RANGE X 70% = DRYER X 70% _ OTHER 120 V LOADS = TOTAL NEUTRAL WATTS = 19305 WATTS /240 VOLTS = 80 AMPS 14/3 5JT -I "G INTEGRAL W/ FIXTURE POOL ELECTRICAL SCHEMATIC N.T.S. BADU JET PUMP SYSTEM ISOMETRIC N.T.S 12245 S.W. II2TH STR.EET MIAMI, PLORIDA 33186 PH. 305-210-1c146 PAX 305 -210 -8385 J RANGE REFRIGERATOR DISHWASHER WASHER DRYER WATER HEATER DISPOSAL DOOR MICROWAVE EXIST. 200 A PANEL EXIST. GROUND EXIST. METER A 1 EXIST. FPL SERVICE JOB No. 331 -148 DATE DRAIIN BY 64-EET SHEET 5 OF 5 04 -16 -02 R.E. AS NOTED I 12,000 WATTS 1,000 WATTS 1,200 WATTS 1,500 WATTS 5,000 WATTS 4,500 WATTS 800 WATTS 800 WATTS 1200 WATTS 5060 WATTS 2900 WATTS 150 WATTS SUB TOTAL = 36110 WATTS 10,000 WATTS 10444 WATTS 20444 WATTS 10,000 WATTS 126 AMPS SERVICE SIZE = 200 AMPS 9873 WATTS 3000 WATTS 2405 WATTS 8400 WATTS 3500 WATTS 5000 WATTS OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55331 CIVIL ENGINEER AQUADYNAMI -S DESIGN GROUP, INC. 4110 S.W. 12ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. EB0004614 OFELIA TABOADA DRAWING NUMBER sp-5