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PLANSZONE COMM PANEL SUFFIX DATE BASE ) ZG&S2 : 3 d 7 -17 -93 . co' 1) SKETCH OF BOUNDARY SURVEY SCALE: 1" = N REVISIONS (FLOOD ZONE INFORMATION zz /ALT p.aVE />e,(IT q 1 65 :0e1 C C ' NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL 3 G/_ roc FOR : 42-0'e-) q AJ rckiL ) PROP ADD: ) 7 S u, 6 LEGAL DESCRIPTION ,} 12E✓V I�F_D PLVT o LOT: 14 BLOCK: / 7 ' SUBDIVISION: I'1 I ,bMI 4 4O ' ' G AG T /cU PLAT BOOK: 4 2 ) PAGE: , OF: PL 1 E COUNTY, FLORIDA LOCATION SKETCH SCALE: 1' = 1 CERTIFIED TO: c GL�BAL D MENSIONS INC. Land Surveying Services T N fir, I / /LJ ,/ GJ //Ot'E fL FIELD DATE: 0 9-- Z€, • O/ 313� T2 1 7 13A r- +I o PE� J DEL. g TZeav (3)-410 r H CjT JOB NO: ���8 - 7 FIELD BOOK: 1« 4Le &.RTO AIiTO,JACGI / A sl� 4%cc - 1•1 5Y0&/C OA / OLJiL ,e.Le.11c o I i /G1 fl, A tlD /o,e 44/2/d9 4S / r e_ rl �T 7 1'/ , F1� 2GT11 'Z2J2 / PQ Q rTorzcl6-y TITLE !,t1* )fr ,1)cE ABBREVIATIONS: SWK= SIDEWALK, CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, Pt= PROPERTY LINE, DUE= DRAJNAGE UTILITY EASEMENT, IP =IRON PIPE, F= FOUND, A/ =AIR CONDITIONER PAD, P/C = PROPERTY CORNER, DM= DRILLED HOLE, W /F= 'WOODEN FENCE, RES = RESIDENCE, CL = CLEAR, RB= REBAR, UE= UTILITY EASEMENT, CONC = CONCRETE SLAB, R/W =RIGHT OF WAY, DE =DRAINAGE EASEMENT C/1 =CENTER LINE, 0= DIAMETER, TYP= TYPICAL M= MEASURED, R= RECORDED, ENCR = ENCROACHMENT, COMP =COMPUTER ASPH = ASPHALT WD =NAIL 3( DISC, S =SET, FEE =FINISH FLOOR ELEVATION, O /S =OF FSET, P/P =POWER POLE, OHP= OVERHEAD POWERLNE. WM =WATER MEER SURVEYOR'S NOTES: / 1.) THE SURVEY OF THE PROPERTY SHOWN HEREON S IN ACCORDANCE YVITH THE DESCRIPTION FURNISHED BY C L/ E / r 2 ) UNLESS A COMPARISON IS SHOWN, ALL BEARINGS, ANGLES, AND DISTANCES SHOWN ARE THE SAME AS PLAT VALUES. 3.) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT AND THE SAME, IF ANY MAY NOT BE SHOWN ON THE SKETCH. 4) UNDERGROUND PORTIONS Of FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENT WERE NOT LOCATED. 5) FENCE TIES ARE 10 THE CENTER LINE Of THE SAME, 6.) WALL TIES TO THE FACE Of THE SAME. 7 J ELEVATK>N WHEN SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (1 929) UNLESS OTHERWI NOTED. B ) THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN. 9) THIS SURVEY IS FOR MORTGAGE PURPOSES ONLY, NOT TO BE USED FOR CONSTRUCTION PURPOSES. I HEREBY CERTIFY THAT THE ATTACHED SKETCH Of ABOVE SURVEY Of THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION, AND MEETS MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD Of PROFESSIONAL LAND SURVEYORS N CHAPTER 2144-6 FLORIDA ADMINISTRAINE COOS, PURSUANT 10 SECTION 472.027 FLORIDA STATUTES JOSE L. SANF L G)STERED LAND SURVEYOR 45636 STATE OF FLORIDA LB 4 OFFICE: 7535 WEST 24TH AVENUE HIALEAH, FLORIDA 33016 PHONE: (305) 512 - 4225 FAX:(305)512 -1914 1 1 1 JOB No. JOSE DAT! 10/0$/01 'Rau+ DY T.P. WALE AS NOTED emat 514EET 3 OF 5 ELECTRICAL PANEL *3'5 ® 6" C/C E.W. AT ANY POOL WALL CLOSER THAN 5' -O" TO ANY HOUSE WALL OR STRUCTURAL COLUMN JUNCTION BOXES (G) WATER CIRCULATING EQUIPMENT PLAN LEGEND UNDERWATER 12 VOLT POOL LIGHT POOL = (3) 300 W SPA =100 W GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN 10 FEET NOR MORE THAN 20 FEET FROM WATERS EDGE. GROUND BAR WATER HEATER (G) FORMING SHELLS POOL & DECK REINFORCING STEEL DIVING BOARDS DECK DRAINS POOL COVER FIXED MOTOR METAL <= 5 FT COMMON BONDING GRID DETAIL N.T.S. 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 #&& COPPER GROUND TO PUMP MOTOR (GROUND PUMP MOTOR TO POOL PANEL) LADDERS FENCE METAL DOOR FRAMES, ETC, < 5 FT ADYNAMICS tGN GRO INC A Q U A T I C E N G I N E E R I N G 10 ROR4J7GAIUKERV 7g l D MOQM M0g9 (O7 =89713 Q C)1 0 o —`0C og FQ23 RgRAQOILg UHF EL. +0" DECK cD r EL. +12" TOP OF SPA COPING EL. +b" STEP nos CONSULTANTS n os* n38# co ■ *e c' st co � _W I ND0W ALARM POOL AREA PLAN 1/4' =1' -0' 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 SOUTH FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE Q �L�O�=,S�fUQ ��s �l]�g ST ONCE, F OF ANY AND AND NOTIFYING ERRORS, DISCREPANCIES, CR PANCIES, N AT IRREGULARITIES, OR OMISSIONS PERTAINING TO THE LI\ CD,L)Q0V[NnIMIMR301NE7 ` SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. n08o n38# nog DECO-DRAIN h J8 DOOR ALARM 0 0 GFCI RECEPTACLE SHALL/ BE LOCATED NOT CLOSER /- THAN IO FEET NOR MORE THAN / 20 FEET FROM WATER'S EDGE. / /////// /// 1 E PROJECT NAME: #8Cu #8Cu ANNABELLA BUC HELLI RESIDENCE 1015 NE 49 STREET MIAMI SHORES, FLORIDA #8Cu ool ec OF MIAMI, INC. #8Cu # 8Cu � #& GND TO DECK REINFORCING IN 2 PLACES J POOL DECK EL. 0,0' LICENSED AND INSURED C.G.C. 0055634 9002 S.W. 40th STREET MIAMI, FL. 33166 TEL.305- 226 -7510 TELEFAX 305 - 226 -2205 c; co co #& GND TO DECK REINFORCING IN 2 PLACES OFELIA TABOADA OFELIA TABOADA, P.E. PROFESSIONAL REG, No. 55334 CIVIL ENGINEER AOUADYNAMICS DESIGN GROUP, INC. 4410 S.W. 12ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. EE0004614 gc,. ( �r�• !O 46-o DRAWING NUMBER sp-3 +.111.1411, • . V L c a 0 \./ r I tke 64, \ N 4. 0 ^-1 c.) o — cd v. ts.o-4 ts.A.?4;4.1 4. 0 r A]* t* 14f—V-zis A P .1". ,6h ‹/ A \-1-- A $ 0, C. ly . • - • NeC7,1477 4.•••• -47 ;.'• '6" . -�- I' Hi re / r g g ' /z 6/4 H oFT11 lP k� Gout.t 'e -rota .,r..�. r eve - - !/ " ' . O/d/A/4 ,e67 NA' /friier - 1/-r-r,6/ A) 7.. 4/, : 79 .,s7,Vge7 EE F I:4 1:; it) i 1 i JOB No. JOSE OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL 3E INSTALLED, ,NSPECTED & APPROVED PRIOR TO °LASTERING OR FILLING WITH WATER. SUCH PERMANENT 8ARRIFr2 SHALL RE IN ACCORDANCE WITH SECTION 5007 S.F.B.C., LATEST EDITION. DATE 10/08/01 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)" DIuIw DY T.P. 6044 E AS NOTED e1-er BNEET I OF 5 FARRIER. NOTE: OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL 3E INSTALLED, ,NSPECTED & APPROVED PRIOR TO °LASTERING OR FILLING WITH WATER. SUCH PERMANENT 8ARRIFr2 SHALL RE IN ACCORDANCE WITH SECTION 5007 S.F.B.C., LATEST EDITION. SPECIAL PROVISIONS: WARNING SIGNS: (S.F.B.C. 5007.5 & 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)" SAFJ IF FEATt1 Q PTIONS: ,.4(FL. STATUTE 51327 & 515.29) 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 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 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 . 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 S.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 SECTION 5004 OF THE SOUTH FLORIDA BUILDING CODE, LATEST EDITION. 18 POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH SECTION 5004.3 OF THE SOUTH 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. DYNMC3 DLR4 G1ZO INC A Q U A T I C E N G I N E E R I N G EXISTING ONE STY CBS RESIDENCE F.F. NEW 4' ALUMINUM DECORATIVE FENCE W/ SELF CLOSING d SELF- LATGHIN6 GATE CONSULTANTS NE 99 STREET SITE PLAN 1" = 20' -0" LEGAL DESCRIPTION LOT 14, BLOCK 178, REVISED PLAT OF MIAMI SHORES, SECTION 8, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 69 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. 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 SOUTH FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE � n n START OF THE WORK, AND NOTIFYING THE ENGINEER, AT G�O M0���YIER4 `�g�n L MEMVIM FLLOO O D Q aM1 3g ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE QgOgO EE3 J°QE7g ¢3059 (3Eg— IOO2 PQK OHF©@L,° C1MQE)V1HG°- G` 01:gaam4 ` SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. t PROJECT NAME: ALBERTO ANTONAGG I RESIDENCE 1015 NE qQ STREET MIAMI SHORES, FLORIDA Ai l -1q -01 1. CHANGED POOL 4 DECK ool ec OF MIAMI, INC. LICENSED AND INSURED C.G.C. 0055634 9002 S.W. 40th STREET MIAMI, FL. 33166 TEL.305- 226 -7510 TELEFAX 305 - 226 -2205 48 HOURS BEFORE D 1661 N6 TOLL FRED 1 -800- 432 -4T10 SUNSHINE STATE ONE GALL CENTER OF FLORIDA OFELIA TABOADA OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55339 CIVIL ENGINEER AQUADYNAMICS DESIGN GROUP, INC. 4910 Ski. 12ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. ES0004614 f et/_ / / L DRAWING NUMBER r JOB No. JOSE N DATE 10/08/01 DRAILN BY T.P. 6CALe AS NOTED 6 T 61 -IEET 2 OF 5 / A Q U A T I C E N G I N E E R I N G 'Oo ROMVO=MgER 030139 Mg7 =8178 (MCIOD 6 D EXISTING RESIDENCE ADYNAMc$ tw GRou Irr�, CONSULTANT S POOL LAYOUT PLAN 1/4' =1' -0' 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 SOUTH FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE Qn E l i11 /�1 f, O 2LORD 0 0 S OF THE WORK, AND NOTIFYING THE ENGINEER, AT �J L� 1 1v IJ G�LI�/U p Ir' Lr�S Q ����� ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, 2 -� IRREGULARITIES, OR OMISSIONS PERTAINING TO THE - ILL°. 3 lEstV Z l OI LI O @Z aI12G° DD VEMZ=° IMllggolHIA I� _/ ` SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. l / PROJECT NAME: 1015 NE 11 STREET MIAMI Si-CORES, FLORIDA 12 -IQ -OI I. CHANGED POOL $ DECK ALBERTO ANTONAGG I RESIDENCE ooI ec OF MIAMI, INC. LICENSED AND INSURED C.G.C. 0055634 9002 S.W. 40th STREET MIAMI, FL. 33166 TEL.305- 226 -7510 TELEFAX 305 - 226 -2205 REFERENCE POINT #I OFELIA TABOADA OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55334 CIVIL ENGINEER AOUADYNAMICS DESIGN GROUP, INC. 4410 12ND AVE., -KAMi, FLORIDA DEPT. OF PROF. REG. NO, EB0004604 DRAWING NUMBER 5P-2 ar-i.crif- • -) 2- JUNCTION BOXES (G) WATER CIRCULATING EQUIPMENT ELECTRICAL PANEL PLAN LEGEND UNDERWATER 12 VOLT POOL LIGHT POOL = (3) 300 W SPA =100 W GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN 10 FEET NOR MORE THAN 20 FEET FROM WATERS EDGE. GROUND BAR HEATER (G) DIVING BOARDS DECK DRAINS 11 1UU• FORMING SHELLS POOL & DECK REINFORCING STEEL POOL COVER FIXED MOTOR METAL <= 5 FT COMMON BONDING GRID DETAIL N.T.8. 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 3 &4 SP -5 STEP EL. +0" 4' -II" DEEP #8 GND TO WALL RE INFORC ING SPA OVERFLOW 0— - SPILLWAY HANDHOLDS 48" C/G #8 GND TO WALL REINFORCING #3'S ® b" C/G E.W. AT ANY POOL WALL CLOSER THAN 5' -0" TO ANY HOUSE WALL OR STRUCTURAL COLUMN SWIMMING POOL NON -SLIP TILE NOSING 4' -0" DEEP #&Cu # 8CU n08# nO8# 6'" DEEP AIL 1f� DECO -DRA I N DOOR ALARM EL. Op' #8 GND TO DECK REINFORCING IN 2 PLACES IPMEh 'f/ #8cU #8 GNP REINFORCIN 2 PLACES EL. +12" TOP OF SPA GOP I NO EL, +6" LADDERS DECK *8 COPPER GROUND TO PUMP MOTOR (GROUND PUMP MOTOR TO POOL PANEL) FENCE METAL DOOR FRAMES, ETC, < 5 FT co r` IQ r'38# EXISTING RESIDENCE nO8# *acU co co POOL AREA PLAN 1/4' 4-0' 8 D8 # GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN 10 FEET NOR MORE THAN 20 FEET FROM WATER'S EDGE. QoI ec OF MIAMI, INC. LICENSED AND INSURED C.G.C. 0055634 9002 S.W. 40th STREET MIAMI, FL. 33166 TEL,305- 226 -7510 TELEFAX 305- 226 -2205 12 -IQ -OI 1. CHANGED POOL $ DECK OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55339 CIVIL ENGINEER AOUADYNAMICS DESIGN GROUP, INC. 4910 51^1. 72ND AVE., MIAMI, FLORIDA DEPT. OF PROF. R. NO. E50004694 OFELIA TABOADA AQUADYNA?DL3 DESIGN GRO INC A Q U A T I C E N G I N E E R I N G �JO ROUJ7H MRV 7gH C301g3 DRT= Q305a Q(tg— a97 0 1002 D CONSULTANTS Z:\ VE MG [MDZI I tI0 I Lig [l PQ23 C olvvt7QOLt -° UHF @QC1MQEWHQ iIDggo2UN4 NOTICE TO BUILDER 1 'PROJECT NAME: TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR— MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE SOUTH 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. J ALBERTO ANTONAGGI !RESIDENCE 1015 NE qQ STREET MIAMI SHORES, FLORIDA J JOB No. JOSE OATS ORAWJ DY 6CALS SHEET 3 OF 5 10/08/01 T.P. AS NOTED ■ DRAWING , NUMBER 5p-8 J PLAN LEGEND PVC SCHEDULE 40 NSF APPVD. PIPE (SUPPLY LINE) PVC SCHEDULE 40 NSF APPVD. PIPE (SUCTION LINE) ANTI - VORTEX MAIN DRAIN ASSEMBLY T TOP LOADING NSF APPROVED SURFACE SKIMMER 2" VACUUM FITTING WITH PLUG I I /2" ADJUSTABLE EYEBALL POOL RETURN FITTING 11/2" ADJUSTABLE EYEBALL SPA RETURN FITTING 11/2" ADJUSTABLE EYEBALL HYDROTHERAPY JET FITTING 2" POOL RETURN LINE 2" POOL VACUUM LINE 4$2 2" SKIMMER LINE #I 2 1/2" OVERFLOW SPILLWAY 2" AIR SUPPLY TO HYDROTHERAPY JETS 2" HYDROTHERAPY JET LINE 2 1/2" SPA M.D. LINE 2" SKIMMER LINE #2 2" POOL VACUUM LINE 4$1 2 1/2" POOL M.D. LINE 11 11 11 11 2 1/2" T AQUADYNAMICS DESIGN GIZOUP, INC A Q U A T I C E N G I N E E R I N G CONSULTANTS MOM ET-0E78 Q313�0 Cgg= 10D2 • PZ= DZ GolM,C,\01 @aMMIaCIVIMGYtOQg0 I T , 1J 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 SOUTH 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. 1 12 -Iq -OI I. CHANGED POOL $ DECK • / PROJECT NAME: ALBERTO ANTONAGGI RESIDENCE IC715 NE 0 11 STREET MIAMI SHORES, FLORIDA poI ec OF MIAMI, INC. POOL DATA CHART POOL SPECIFICATIONS Pool Shape: FREEFORM Maximum Length !FT): n3 FT Maximum Width 'FT): 45' -5" FT De.)p E,ld (FT): 4'-11" Sh. low End F •3' -0" ool Area F : 9 1 3 Pool Perimeter(LF):166' Pool Volume (GAL): 27'090 GAL Turnover Rate HR): 3.76 HR n -rlor Ines Waterline Tile: 6" Tile on Steps: YES Tile on Swimout: NONE Coping: BULLNOSE Pump Size (HP): 3 HP Filter System: CARTRIDGE Inlets: 6 Filter Size (SF):450 SF Maindrains: 2 2" Vacuum Line w/ Safety Lock: TWO Automatic Surface Skimmer: TWO Underwater Safety Light: (3) 300 W, 12 V Electrical Pool Hookup: BY CONT Patio Finish: BROOM FINISH CO Deck Drains (LF):25' LF Pool Miscellaneous Items: 1. HEAT PUMP 5 TON 2. SPA SPECIFICATIONS: Spa Shape: FREEFORM Spa Size: Spa Area(SF)63' Spa Perimeter(LF):49' Spa Volume (GAL): 945 GAL Therapy Jets: 6 Spillway Jets: 3 Underwater Spa Light: 100 W Heater: NONE Spa Miscellaneous Items: 1 2. Ratio Size (SF): 376' Spillway Opening (FT): 108" Glass Block: NONE Spa Raised: 12" Air Blower(HP): NONE Spa Controls: NONE PIPING PLAN 1/4' =1' -0" LICENSED AND INSURED C.G.C. 0055634 9002 S.W. 40th STREET MIAMI, FL. 33166 TEL.305- 226 -7510 TELEFAX 305 - 226 -2205 J JOB No. ..I05E DATE DRAM DY SHEET 4 OF 5 10/08/01 T.P. AS NOTED J OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55339 CIVIL ENGINEER AOUADYNAMICS DESIGN GROUP, INC. 4910 Ski. 12N0 AVE., MIAMI, FLORIDA DEPT. OF PROF. REG, NO. EB0004694 (- OFELIA TABOADA DftAWINq \ NUMBER SP-4 ZONE COMM PANEL SUFFIX DATE BASE A- e- ) -7-C ;'.3 d 7 -17 -95 �.6)0' 0 SKETCH OF BOUNDARY SURVEY SCALE: 1 "_ 7-F / REVISIONS (FLOOD ZONE INFORMATION FC i1D 7. A! q I G 137 UJDL NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL 3 C OLO N 51 k G/_ Q1 FOR 4 / r(AlL PROP ADD: IC 7S LEGAL DESCRIPTION LOT: 1 4 PLAT BOOK: 4%) PAGE: LOCATION SKETCH SCALE: 1' _ /G.0 CERTIFIED TO: GL�BAL D MENSIONS INC. Land Surveying Services BLOCK: / 723 _SS JOB NO: '2 - / 7 4 11/.0d'E, FL FIELD DATE: 0 9— Z(o - Of SUBOMSION: OFFICE: 7535 WEST 24TH AVENUE HIALEAH, FLORIDA 33016 FIELD BOOK: FILE fZe P/2 y o c -4 1 c o-1 ! E OF: M - pl C'E- COUNTY, FLORIDA T2Acr" ) MI I (oP_E4 v (3) - �,� J 4 L BO LTG d d1 ro. )L cr_ , A si, c,c.c- Nla �t �Ef'IJ�L /c l.1Aj JOIIIL C- �L���1G Op /- fIGM/, ,Cl. . /r' �UGGF�s�O�s �A1v/O,E 44 /6LI 4 /1` t`- Md y PP�� e-. , 2G71-/ 2GJ�i4 P� �rTGgil r IcE. ABBREVIATIONS: SWK= SIDEWALK, CBS =CONCRETE BLOCK STRUCTURE. CLF =CHAN LINK FENCE. PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEMENT, IP =IRON PIPE. F= FOUND, A/C =AIR CONDITIONER PAD, P/C = PROPERTY CORNER D/H= DRILLED HOLE, W/F= WOODEN FENCE, RES= RESIDENCE. CL =CLEAR RB= REBAR. UE= UTILITY EASEMENT, CONC = CONCRETE SLAB, RV= RIGHT OF WAY, DE =DRAINAGE EASEMENT C /L= CENTER LINE. O= DIAMETER, TYP= TYPICAL M= MEASURED. =RECORDED, ENC R = ENCROACHMENT, COMP = COMPUTER. ASPH = ASP-ALT N/D =NAIL & DISC. S =SET, FFE= FINISH FLOOR ELEVATION. O /S= OFFSET, P/P =POWER POLE. OHP= OVERHEAD POWERLNE. WM =WATER METER SURVEYOR'S NOTES: /V E- r 1.) THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY 2.) UNLESS A COMPARISON IS SHOWN, ALL BEARINGS, ANGLES, AND DISTANCES SHOWN ARE THE SAME AS PLAT VALUES. 3.) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT AND THE SAME, IF ANY MAY NOT BE SHOWN ON THE SKETCH. 4.) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENT WERE NOT LOCATED. 5) FENCE TIES ARE 10 THE CENTER LINE Of THE SAME. 6.) WALL TIES 10 THE FACE OF THE SAME. 7 ) ELEVATION WHEN SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (1929) UNLESS OTHERM NOTED. 8.) THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN. 9.) THIS SURVEY IS FOR MORTGAGE PURPOSES ONLY, NOT TO BE USED FOR CONSTRUCTION PURPOSES. I HEREBY CERTIFY THAT THE ATTACHED SKETCH Of ABOVE SURVEY Of THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION, ANO MEETS MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD Of PROFESSKONAL LAND SURVEYORS IN CHAPTER 21 HH-6 FLORIDA ADMWISTRATNE COOE, PURSUANT TO SECTION 072.027 FLORIDA STAMES JOSE L. SANF . L GISTERED LAND SURVEYOR #5636 STATE OF FLORIDA LB PHONE: (305) 512 -4225 FAX:(305)512 -1914 4" CONCRETE SLAB ON GRADE, REINFORCE WITH 6 "X6" #1010 WIRE MESH BROOM GONG. FINISH BRI 05E C WATERL 1 NE 6" G! AEDi) CERAMIC TILE RETURN FITTINGS INSTALLED 12" TO 24 EVEL ELOW WATER PEBBLETEGH FINISH ON WALL AND FLOOR SURFACE 1' -8" #3 ®xGl"G /G NOTE: STEP RISERS IN SPA NOT TO EXCEED 12" WATER PROOF JUNCTION BOX. METAL PIPE SUPPORT LEG DRIVEN INTO STABILE EARTH. I LIGHT CONDUIT CONNECTED WITH JUNCTION BOX 48" CLR i� O POOL WALL SECTION SCALS 1/r4 -o' 6" MIN 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 ANGHORE TO NICHE BRASS &ROUND WIRE CLAMP ANCHORED TO WALL STEEL 8 "X8" THICKENED SLAB EDGE WITH I#5 BAR CONT. NOTE: FLOOR AND WALLS SHALL BE 6" MIN. SHOTCRETE #3 ®GI" G /C, CENTER STEEL IN FLOOR 4 WALL POOL COPING SPA COPING TO MATCH POOL MARBLE SPILLWAY SPA BENCH WITH SLIP RESISTANT CONTRASTING TILE 33✓ O SPA POOL SECTION SCALD Ur-T-o' LAP STEED- - 24" WET NICHE LIGHT DETAIL N.T.8. (a O g2 Egg— 1k3 Q 30030 662 D POOL WATER LEVEL 0 0 SWIMMING POOL 12 VOLT TRANS- FORMER BOX T TO UNl- STRUT FRAME TO SUS -PANEL I" PVC COND. 14/3 SJT W -A DBL INS. W/P LIGHT CORD *& CU 6ND WIRE INSULATED SHALL BE R L GRADE SCHEDULE 130, OR PVC ENCLOSED IN CONCRETE GND. LUG IN NICHE COAT LUGS W/ APPROVED 3M SILICON POTTING AQUADYNAM DESIGN GEM INC A Q U A T I C E N G I N E E R I N G CONSULTANTS LQMGHMCM Gv�OQ[M]� FLOGII O POOL WATER # 3 ®q" LEVEL E.W. TIMER r ' LAP ST EL GROUND PUMP MOTOR TO GROUNDING BAR IN PANEL ENCLOSURE #8 SOLID COPPER GROUND FROM DECK OR POOL 3 HP POOL PUMP 2" POOL VACUUM LINE #2 - 2' POOL VACUUM LINE #I 2" POOL SKIMMER LINE 2' POOL SKIMMER LINE *1 2 1/2" POOL MAIN DRAIN LINE 2 V2" SPA MAIN DRAIN LINE 2" SPA HYDROTHERAPY JETS 2" POOL RETURN LINE 2 1/2" SPA OVERFLOW SPILLWAY 0 LAP STEEL 12" 12' - 0" #30 E.W. O DETAIL AND BEACH ENTRY SCALD 1/74-0' WATERLINE OF POOL IME ROCK 4 5UBASE ANTI - VORTEX M.D. ASSEMBLY W/ 4o' -5" HYDROSTATIC VALVE I 5' 0' POOL PROFILE DETAIL N.T NOTICE TO BUILDER 2 1/2" TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE SOUTH 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. FILTER SYSTEM ISOMETRIC N.T.8. -POOL DECK 1' -6" 'PROJECT NAME: S °A JET FIGS. O SPA BENCH DETAIL OCAL B 174-0' TOP Or POOL WALL EL. + 1.33' -- BASE FLOOD CRITERIA - DADE COUNTY FLOOD MAP 120 13 3 EL. +6.0' BOTTOM OF SLAB EL. + 1.50' EXIST. ELECTRICAL PANEL 20A 5W HEAT PUMP MOTOR TIMER 1 1/2" POOL DRAIN SEE GENERAL NOTE 18 ON SP -I 450 S.F. CARTRIDGE FILTER 3#6 THWN,CU, 3/4 "C 2P/50A 5 HP HEAT PUMP W/ INTERNAL VALVES GLAZED TILE BAND WATER LEVEL 5L I P RESISTANT CONTRASTING TILE NOSING NON -SL 1 P SURFACE FINISH TO MATCH ( INTERIOR SPILLWAY RETURN FITTINGS 20A ] 15A CTI RECPT. SW I5A 5W ALBERTO ANTONAGGI RESIDENCE 1015 NE q9 STREET MIAMI SHORES, FLORIDA I 3 / #12,THWN,GU, 2P /20A 3 #12 THWN,GU, 1/2 "G IP /15A ool ec OF MIAMI, INC. ELECTRICAL LOAD SUMMARY PANEL A A. GENERAL LIGHTING LOAD + SMALL APPLIANCE 249e S F. @ 3W /SF= 7494 + 3000 WATTS= 10494 WATTS B. FIXED APPLIANCES: POOL PANEL B POOL HEAT PUMP AT 100 % = POOL PUMP 1 AT 100 % = POOL/SPA LIGHT AT 100 % = 14/3 SJT- I "G INTEGRAL W/ FIXTURE POOL POOL POOL SPA LIGHT LIGHT LIGHT LIGHT FILTER PUMP MOTOR POOL ELECTRICAL SCHEMATIC N.T.8. DEMAND FACTOR CALCULATIONS PANEL A & B FIRST 10 KW @ 100 % = REMAINING 40394 WATTS @ 40 %= TOTAL LOAD @ DEMAND FACTOR A/C OR HEATING AT 100 % = TOTAL CONNECTED LOAD= 36158 WATTS /240 VOLTS = C. NEUTRAL LOAD LIGHTING, SMALL APPLIANCE, AND WASHER = FIRST 3000 WATTS @ 100% = REMAINING -8994 WATTS @ 35 %= RANGE X 70% _ DRYER X 70% _ OTHER 120 V LOADS = TOTAL NEUTRAL WATTS = 20048 WATTS /240 VOLTS = 84 AMPS 100 A. POOL SUBPANEL 5W 120/240 UPLIFT DATA �- TOP OF POOL WALL ELEVATION -'$- BOTTOM SLAB ELEVATION COUNTY FLOOD CRITERIA DEDUCT BOTTOM SLAS ELEVATION POOL UPLIFT FORGE DEDUCT 2.00' ALLOWED FOR USE OF 2" HYDROSTATIC PRESSURE RELIEF VALVE (- 2.00') RESULTANT UPLIFT FORGE SLAS THICKNESS REG'D LICENSED AND INSURED C.G.C. 0055634 9002 S.W. 40th STREET MIAMI, FL. 33166 TEL.305- 226 -7510 TELEFAX 305 - 226 -2205 J RANGE REFRIGERATOR D;SHWASHER WASHER DRYER WATER HEATER DISPOSAL DOOR MICROWAVE SUB TOTAL = SUB TOTAL = TOTAL = SERVICE SIZE = 100 A. MOB 3#4 "G PROTECTED SYN O BREAKER IN EXIST. CAN R EXIST. 200 A PANEL EXIST. GROUND 1.33' 1.50' 6.0' 1.50' 4.50' ( -) 2.00' 2.50' 6" OFELIA TABOADA r JOB No. DATE JOSE 10/08/01 DRAW DY 6CALE T.P. AS NOTED 84 SHEET 5 OF 5 12,000 WATTS 1,000 WATTS 1,200 WATTS 1,500 WATTS 5,000 WATTS 4,500 WATTS 800 WATTS 800 WATTS 1200 WATTS 38494 WATTS 8000 WATTS 2900 WATTS 1000 WATTS 11900 WATTS 50394 WATTS 10,000 WATTS 16158 WATTS 26158 WATTS 10,000 WATTS 151 AMPS 200 AMPS 11994 WATTS 3000 WATTS 3148 WATTS 8400 WATTS 3500 WATTS 5000 WATTS 1 EXIST. FPL SERVICE OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55334 CIVIL ENGINEER AOUADYNAMIGS DESIGN GROUP, INC. 4110 S.W. 12ND AVE., MIAMI, FLORIDA DEPT. OF PROF. no. NO. EE30004614 <j�cjy�, I COL DRAWING NUMBER 5P-6 5 0 Gcc, 8Lq L_ 1 (a i A i 1,4j r� t � , , r{' i 1 i n'r` 6 t- J Pk- I 1 1 °i; C ` , , l t c: , � ) -19 d , 1'I ,�, � A : 9e)..4 r.,11 a F " : v t � . P E.. `¢ 1.: ? t 4Ai 1, A .t;i 1110, t v d 4 � tt [ !} M1�liAi t c r:r' * . {) ? 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Z/lv! fl , z RENVJONS SKt 1c O - 60UNDARY SURVEY SCALE 1' _ T r•.3 F ) r ►T i5 ,C LG G y 1 670 A t r to Y Y c . r K Z'L z`- ‘ 7 FNALT FA'ltSr /7 CI loop ZOt+ eiFORhti }c* ) ZONE cOMM 1 PANEL SUE FtX FEaAJE BASE t'•E Iztt521 =.3 J 1 r c'o ' NO t VASU D LU +LESS SE'ALE 0 W fH AN EPA BOSS E D SURYE110 R $ SEAL / t✓ FOS, ,_411,,wro AP) TG/J�G�i Joe - r 7 Pine Ata: 107s Ale . : f:'" S_J frJ 1 IN.O�'e 7. r (to cwt.:oQ- ZL - o/ ma toot f ILE IvE� PtLr ., AbONVOrt T -f rest rf �NOPF1- >> -mss. el a we. f-4 - pt cou+m, Rbo fd[ LEGAL OM RIPTION Lor r 4 PW BOOK: DAB. 4 —_ 50C.OSKfN SKERtF WALL 1•. O DE MENSLOPNS INC. Land surveying Services MOC 1L f 7B o) s+� H retcr s -aA 1- li[,1 -H ‹ve•L. e i2 R1/ Li - ding �l�• ..,.proved IA M k� 2ittc teKII � ECI0i � �Y �T d1cJlrp'JE ' , A .6 /N4 - -C.& fa2 N ( th. i0i3t L. e&.) or 1/d J,I r, f 4J ' if c;�t! (. 1C-04 4O P. a . g1 X.ti 1555 1ti'EST2411i AVEn 11ALEA14,110 RID A M416 ^i9 F;£v imign s; Sht strive (f. Cf5• co & Fr1 9.DCK 3rk.Cf4f. 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STA TE (.Y; f10.21O 1B 1 PHO.`fE•( }SI:- s F<X 1:_Q:!511 -19;.4 rn m -d1 ly 111 -T, k 1 1 !Q / /1 : 7 1 //Z■ - 12 SLY. /2'N 4' 4 r A t t l 11 1/ 7 i v ii r 4 " ixi zrza 2x/'47Y w ?yam - 41 .z v. oa,e z,eici . - - 7 e ) " R 1 ` i / // fl BARRIER NOTE: 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 5007 S.F.B.C., LATEST EDITION. SPECIAL PROVISIONS: WARNING SIGNS: ( S.F.B.C. 5007.5 & 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 OPTIONS: (FL. STATUTE 515.27 & 515.29) 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 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. L.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 . 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 S.F.B.C., LATEST EDITION , AND ARTICLE 680 N.E.0 , 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)48 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 SECTION 5004 OF THE SOUTH FLORIDA BUILDING CODE, LATEST EDITION. 18 POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH SECTION 5004.3 OF THE SOUTH 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. rt J ,>)3 OI1 F 0 EXIST. WALL TO BE REMOVED NEW 4' C.L.F. POOL EQUIP. PAD EXIST. 200 A HOUSE PANEL EXIST. ELECTRIC METER EXIST. WATER METER jj /// EXISTING ONE STY CBS RESIDENCE F.F. EL.+ 1.5' EXIST. UNDERGROUND\ POWER SERVICE EXIST. WATER LINE EXIST. SANITARY/ SEWER LINE @QC L3QDVHQ(vitIDC 4 / MED 152.55' NOTICE TO BUILDER 8.W. SITE PLAN 1A = 20' -0" TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE SOUTH 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. MID J LEGAL DESCRIPTION LOT 14, BLOCK 178, REVISED PLAT OF MIAMI SHORES, SECTION 8, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 69 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. 1 ( PROJECT NAME: EXIST. DRIVEWAY TO BE REMOVED NEW 4' G.L.F. W/ SELF- GLOSINS 4 SELF - LATCHING (SATE ■I1D ■INI\ ANNASELLA BUC H LLI RESIDENCE 1015 NE 4Q STREET MIAMI SHORES, FLORIDA ool ec OF MIAMI, INC. LICENSED AND INSURED C.G.C. 0055634 9002 S.W. 40th STREET MIAMI, FL. 33166 TE L.305- 226 -7510 T E L E FAX 305 - 226 -2205 J 48 HOURS BEFORE DIGGING CALL TOLL ME 1 -800- 432 -4710 SUNSHINE STATE ONE DI CALL CENTER JOB No. JOSE PAT!! DRAT N DY ecALE 10/08/01 T.P. AS NOTED ear SI EET I OF 5 OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55339 CIVIL ENGINEER AQUADYNAMIGS DESIGN GROUP, INC. 4 S.W. 12ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. EB0004694 OFELIA TASOADA DRAWING NUMBER PLAN LEGEND PVC SCHEDULE 40 NSF APPVD. PIPE (SUPPLY LINE) — —' — PVC SCHEDULE 40 NSF APPVD. PIPE (SUCTION LINE) ANTI-VORTEX MAIN DRAIN ASSEMBLY 2" VACUUM FITTING WITH PLUG TOP LOADING NSF APPROVED SURFACE SKIMMER I I/2" ADJUSTABLE EYEBALL POOL RETURN FITTING I I/2" ADJUSTABLE EYEBALL SPA RETURN FITTING I I/2" ADJUSTABLE EYEBALL HYDROTHERAPY JET PITTING 2" POOL RETURN LINE 2" POOL VACUUM LINE #2 2" SKIMMER LINE #I 2 1/2" OVERFLOW SPILLWAY 2" AIR SUPPLY TO HYDROTHERAPY JETS 2" HYDROTHERAPY JET LINE 2 1/2" SPA M.D. LINE — 2" SKIMMER LINE #2 2" POOL VACUUM LINE #1 2 1/2" POOL M.D. LINE A WAMICS DESIGN GU 11 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 TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE SOUTH FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE nn nn�,rfulRnn �1r�T C�/7 /� �1 START OF THE WORK, AND NOTIFYING THE ENGINEER, AT g�V IJ w VI�J ERT 7gROID) ,, v E��M �Q,� MIQp � IL,Fi) ril , a3ggg6 ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE g 'r'Q ^ Ceti QUIL,S DG` O@QCQMQoViNIQMI]I:g 10 1P 1 ` SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. ¢a Oda 0051 =8e7 ¢N30130 1D0 NOTICE TO BUILDER /* PROJECT NAME: ANNABtLLA BUGHLL I RESIDENCE 1015 NE 99 STREET MIAMI SHORES, FLORIDA POOL DATA CHART POOL SPECIFICATIONS: Fool Shape: FREEFORM Marrnum Length (FT): 43 FT Maximum Width (FT): 45' -5" FT Deep End (FT): 4' -11" Shallow End (FT): 3 Pcol Area(SF): 933' Pool Perimeter(LF): 171' Pool Volume (GAL): 27'990 GAL Turnover Rate(HR): 3.88 HR Interior Finish: PEBBLETECH Waterline Tile: 6" Tile on Steps: YES Tile on Swimout: NONE Coping: BULLNOSE Pump Size (HP): 3 HP Filter System: CARTRIDGE Inlets: 6 Maindrains: 2 2" Vacuum Line w/ Safety Lock: TWO Automatic Surface Skimmer: TWO Underwater Safety Light: (3) 300 W, 12 V Electrical Pool Hookup: BY CONTRACTOR Patio Finish: BROOM FINISH CONEatio Size (SF): 621 Deck Drains (LF):25' LF Fence: AS SHOWN Pool Miscellaneous Items: 1. HEAT PUMP 5 TON 2. SPA SPECIFICATIONS: Spa Shape: FREEFORM Spa Size: Spa Area(SF)63' Spa Perimeter(LF):49' Spa Volume (GAL): 945 GAL Therapy Jets: 6 Spillway Jets: 3 Underwater Spa Light: 100 W Heater: NONE Spa Miscellaneous Items: 1. 2. Filter Size (SF):450 SF Spillway Opening (FT): 108" Glass Block: NONE Spa Raised: 12" Air Blower(HP): NONE Spa Controls: NONE PIPING PLAN 1/4 " =1' -0" ooI ec OF MIAMI, INC. LICENSED AND INSURED C.G.C. 0055634 9002 S.W. 40th STREET MIAMI, FL. 33166 TEL.305- 226 -7510 TELEFAX 305- 226 -2205 J OFELIA TABOADA, P.E. PROFESSIONAL REG, No. 55339 CIVIL ENGINEER AQUADYNAMICS DESIGN GROUP, INC. 4910 S.W. 12ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. ES0004644 OFELIA TABOADA JOB No. JOSE DATE DRAILN by WALE 10/08/01 T.P. AS NOTED 61-1121 SET 4 5 0 /6 v ( DRAWING NUMBER s14 4" CONCRETE SLAB ON GRADE, REINFORCE WITH 6 "X6" #1010 WIRE MESH BROOM GONG B RI CK WATERLINE C u ERA D TILE RETURN FITTINGS ) d - � INSTALLED 12" TO 24" BELOW WATER LEVEL PEBBLETECH FINISH ON WALL AND FLOOR SURFACE e-- O POOL WALL SECTION ecALB 1/2'-f-0" 1' -8" #3 0 x q" C/6 NOTE: STEP RISERS IN SPA NOT TO EXCEED 12" SPA POOL SECTION ecaL9 1/2 48" CLR WATER PROOF JUNCTION -� Box. METAL PIPE SUPPORT LEO DRIVEN INTO STABILE EARTH. I" LIGHT CONDUIT CONNECTED WITH JUNCTION BOX 3" GLR. i� 6' MIN NON - CORROSIVE LIGHT HOUSING WITH REPLACEABLE 100 -300 WATT CAPACITY BULB AND 5 FOOT PIGTAIL WIRE WRAP FOR SERVICING LIGHT ON SURFACE OF DECK. 44) COPPER GROUND ANGHORE TO NICHE BRASS GROUND WIRE CLAMP ANCHORED TO WALL STEEL \., 8 "X8" THICKENED SLAB EDGE WITH I#5 BAR CONT. NOTE: FLOOR AND WALLS SHALL BE 6" MIN. SHOTCRETE #3 ®q" G /C, CENTER STEEL IN FLOOR 3 WALL POOL COPING SPA COPING TO MATCH POOL MARBLE SPILLWAY SPA BENCH WITH SLIP RESISTANT CONTRASTING TILE 33 LAP STEED 24" TO SUS -PANEL 1" PVC COND. WET NICHE UGI-fT DETAIL A Q U A T I C 897 POOL WATER LEVEL #301" E.W. LAP STEEL 12" #301" E.W. S POO G L 12 VOLT TRANS- / FORMER BOX (MOUNT TO UNI- STRUT FRAME ALL CONDUIT ABOVE GRADE SHALL BE RIGID METAL SCHEDULE 60, OR PVC ENCLOSED IN CONCRETE 14/3 SJT W -A DBL INS. KIP LIGHT CORD *6 GU &ND WIRE INSULATED 6•12. LUG IN NICHE GOAT LUGS W/ APPROVED 3M SILICON POTTING POOL WATER LEVEL GROUND PUMP MOTOR TO GROUNDING BAR IN PANEL ENCLOSURE #8 SOLID COPPER GROUND FROM DECK OR POOL TIMER 3 HP POOL PUMP 2" SPA HYDROTHERAPY JETS 2" POOL RETURN LINE 2 1/2" SPA OVERFLOW SPILLWAY DYNMcc$ 1cri GRou INC E N G I N E E R I N G CONSULTANTS 113 00M`lrlXW'MR7 7gM o QVMMMM MOQMO I LOO OMQ MMlgg ga ooT- a ga e3E -1 o o g i QK alQ011=.o 0IMP QaLDLaoV[HtaRaga 4 12' -0" O DETAIL AND BEACH ENTRY 8CAL 1r -f-O• WATERLINE OF POOL ANTI - VORTEX M.D. ASSEMBLY W/ 40' - 5" HYDROSTATIC VALVE 2" POOL VACUUM LINE #2 / /� 2" POOL VACUUM LINE #I 7 / / _ . 2" POOL SKIMMER LINE #2 2" POOL SKIMMER LINE #1 �j�' 2 1/2" POOL MAIN DRAIN LINE / 2 1/2" SPA MAIN DRAIN LINE • IME ROCK 4 SUBASE 5' -0" POOL PROFILE DETAIL (LT.Bw 2 1/2" FILTER SYSTEM ISOMETRIC 1tT.8. -POOL DECK BOTTOM OF SLAB EL. + 1.50' 1' - 6" TOP OF POOL WALL 4EL. + 7.33' -4 BASE FLOOD CRITERIA - DADE COUNTY FLOOD MAP 120 13 3 EL. +6.0' EXIST. ELEGTRI CAL PANEL S °A JET FTGS. / SPA BENCH DETAIL 8CAL& Vr -r-o• 20A SW HEAT PUMP MOTOR I I/2" POOL DRAIN SEE GENERAL NOTE 18 ON SP -I 450 S.F. CARTRIDGE FILTER 5 HP HEAT PUMP W/ INTERNAL VALVES ( INTERIOR SPILLWAY RETURN FITTINGS 3 #6 THWN,CU, 3/4 "C 2P/50A TIMER ° I5A GFI 20A REOPT. 5W 15A SW FILTER PUMP MOTOR GLAZED TILE BAND W,'�THR J.EV =L SLIP 1:4ES15'17,NT CONTRASTING TILE NOSING NON -SLIP SURFACE r FINISH TO MATCH 3# 12,THWN,CU, 2P /20A 3 #I2,THWN,GU, 1/2 "C IP /15A O 15A SW 5A • 5 W Yi a o 0 • • • ooI ec OF MIAMI, INC. ELECTRICAL LOAD SUMMARY . A. GENERAL LIGHTING LOAD + SMALL APPLIANCE 2498 S.F. @ 3W /SF= 7494 + 3000 WATTS= 10494 WATTS B. FIXED APPLIANCES: RANGE REFRIGERATOR DISHWASHER WASHER DRYER WATER HEATER DISPOSAL DOOR MICROWAVE POOL PANEL B POOL HEAT PUMP AT 100 % = POOL PUMP 1 AT 100 % = POOLJSPA LIGHT AT 100 % = SUB TOTAL = DEMAND FACTOR CALCULATIONS PANEL A & B FIRST 10 KW @ 100 % = REMAINING 40394 WATTS @ 40 %= C. NEUTRAL LOAD LIGHTING, SMALL APPLIANCE, AND WASHER = FIRST 3000 WATTS @ 100% = REMAINING -8994 WATTS @ 35 %= RANGE X 70% = DRYER X 70% _ OTHER 120 V LOADS = 12,000 WATTS 1,000 WATTS 1,200 WATTS 1,500 WATTS 5,000 WATTS 4,500 WATTS 800 WATTS 800 WATTS 1200 WATTS 38494 WATTS 8000 WATTS 2900 WATTS 1000 WATTS SUB TOTAL = 11900 WATTS TOTAL = 50394 WATTS 10,000 WATTS 16158 WATTS TOTAL LOAD @ DEMAND FACTOR - NC OR HEATING AT 100 % = TOTAL CONNECTED LOAD= 36158 WATTS /240 VOLTS = 151 AMPS 26158 WATTS 10,000 WATTS SERVICE SIZE = 200 AMPS 11994 WATTS 3000 WATTS 3148 WATTS 8400 WATTS 3500 WATTS 5000 WATTS TOTAL NEUTRAL WATTS = 20048 WATTS /240 VOLTS = 84 AMPS 100 A. POOL SUBPANEL it 15A 5W 120/240 14/3 5JT -I "G INTEGRAL W/ FIXTURE POOL POOL POOL SPA LIGHT LIGHT LIGHT LIGHT POOL ELECTRICAL SCHEMATIC N.T.B. UPLIFT DATA 4 TOP OF POOL WALL ELEVATION BOTTOM SLAB ELEVATION COUNTY FLOOD CRITERIA DEDUCT BOTTOM SLAB ELEVATION POOL UPLIFT FORCE 4.50' DEDUCT 2.00' ALLOWED FOR USE OF 2" HYDROSTATIC PRESSURE RELIEF VALVE (- 2.00') RESULTANT UPLIFT FORGE SLAB THICKNESS REQ'D 2 LICENSED AND INSURED C.G.C. 0055634 9002 S.W. 40th STREET MIAMI, FL. 33166 TEL.305- 226 -7510 TELEFAX 305 - 226 -2205 3 #4 THWN 4 1# 6 GROUND 1 I /4 "C PROTECTED BY IOOA BREAKER IN EXIST. METER CAN EXIST. 200 A PANEL 1' EXIST. GROUND 1.50' 6.0' 1.50' ( -) 2.00' 2.50' 6 scy EXIST. FPL SERVICE OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55331 CIVIL ENGINEER AOUADYNAMICS DESIGN GROUP, INC. 4110 S.W. 72ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. EB0004614 OFELIA TABOADA 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 SOUTH 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. l ( PROJECT NAME: ANNABELLA BUCI-LL I RESIDENCE 1075 NE qq STREET MIAMI SHORES, FLORIDA JOB No. JOSE ATE DRAW S Y T.P. EST AS NOTED 314EET 5 OF 5 DRAWING NUMBER SPA 12' -11" 25' -1" 14' -6" 9' -5" 21' -1" 18' -2" 20' -5" 22' -3" 2•-7" A WA Ma DESIGN at 0 UP' 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 10 On1117 LIYU R4 TgLNLQJ ZI .V RT,O ME1QCM O FL TD)RODCQ Q3031ga ¢a303 QOr7 =89715 QaOO�D 6Og -ioo2 I;=LQ,3 lvt1L=Mg OG`P0 r MIOga.GAC4 l 52' -3" EXISTING RESIDENCE • r 24' -5" 23' -2" 31' -11" 9' -7" NOTICE TO BUILDER 13' -0" TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE SOUTH 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. 19' -5" 17' -3" 16' -6" I 14' -2" 1' -9" 13' -9" 13' -3" 6' -4" ' PROJECT NAME: 3' -10" 0 N 10'15 NE 44 STREET MIAMI SHORES, FLORIDA ANNABELLA BUGI->LL I RESIDENCE 2 1 -3' ool ec OF MIAMI, INC. LICENSED AND INSURED C.G.C. 0055634 9002 S.W. 40th STREET MIAMI, FL. 33166 TEL.305- 226 -7510 TELEFAX 305 - 226 -2205 REFERENCE POINT #I \ OFELIA TABOADA t JOB No. JOSE DATN DRAIN Dv bcALE eH EET 10/08/01 T.P. AS NOTED 3 4EET 2 OF 5 / 4 OFELIA TABOADA, P.E. PROFE5510NAL REG. No. 55339 CIVIL ENGIt\CER AOUADYNAM 05 DESIGN GROUP, INC. 4910 S.Y. 12ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO, E80004614 l� a /076 / DRAWING NUMBER SP2