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5 NE 102 St (11)3 ? x as' A +� /j' f , 2 LC t•�J GSM sta, ✓ »IaD vit ae%. 1 GY? ' LT cot.. Frz'�.'ii•14 E. t• C i .5K-Avlte - de, 10o A' \P 23 <� '3t f tLG 'J�t>Zt� tta I, �i c..�rt ?Ut ! /o ,>MP 3 Frt , t.Ati!11:• Pi R.t4.4.e t. 2 30• 4.1tt. 3 P M A ti it 7 - Ih A t VN 1,14Nt1H6, It G, 4 A 1 1 / t 3 '& c( �. ; . 3 . .. ... ... ._ ..�,.. _� .. ...... s_ �. irL'1 t �C.3• • .t r1 4 •'. A c V-",•'• cl i' \ F t._ 1 % i- __..1_ t < - A P .. o SS tom... _. 'Rto (". t .ts t?.1. -.: - i £ 1 _;_.14J r Ott .Vt :i , JJJ t.- J _ , ' T . • 4 ' ^ / .4 : l•' t$) 4m , Htot» 4 tit.'(. 0 vt.tty Y� , ,120o L l 'i t t•,! ,' . T.0 9 c , ti \ OAK _FL `O tom 1 I c z-i rn.% _ W A Lt. c e t i. . . x � �g..oka•a:v� • N J L 410° 1 4,=10" .' 11`10 _ ; . 3 ._v R 0 o O AK. FL. cu Ito" kNti.c, 41 oc41 et. >t �:. $ ti4 V.. E'e w 2' l/ P.• f�Jt.T to Aio" dotty 5.' ic . Iq2 K� > -, 4 "sGtt.• 1 Co /A,i I + Z9 i t)Y,'L t' cl , ,� 1 ,J') • I.'5 1 17 N G r U Mi .JoiIM S ' Ott tots a l I. 14 ! e.t.0 <K tz.. M1AM% %nonA.S, V.-vttt00 v, J A ?el' :.j V-- 4/.'1oo Hull± >'a • • I20., .' S fU G/ t (AS / el' ✓•I PIOi «/. ✓t, c U, _ -- f. 1/ 74 F m o N r. L . _VA 7 "l0A) G it*t. SfoeS ?fJAl?2( /It AL VP 54v 4sp it 'A Q.'f L � i 14,_. G f �. I AJ t, *I Rs J o f J Xi s o f U 1'.) lots' /3/`� �1,nr-t e Sl/ ,/rte S, /- 0/210A. A it C { 1 1 446 SURFACE AREA (50. FT.) 38 12,100 VOLUME (GALLONS) 512 2.6 TURNOVER (HOURS) 0. 2 101 PERIMETER (FEET) 22 J• WATER INLET -TYP OP 3- 3' -0" DEEP \ STEPS WITH GONTRASTI NG TILE AT EDGE VACUUM V CONCRETE DEGK 38' -2" 34'-0' PROVIDE HANDHOLDS 12" ABOVE WATER LINE AT 4' INTERVALS - TYPIGAL- SKIMMER 21' -1" 1' -0" x IT SWIMOUT WITH GONTRASTI NG TILE AT EDGE 2OOW SAM LIGHT 2" SPA JETS 2 1/2" SPA DRAIN 9 cv N 0 y ' -0 " I I/2" 5PA RETURN I I/2" POOL RETURN 2" SPA ME . 2" SKIMMER 2 I/2" 5PA DRAIN 2" VACUUM 2 1/2" MAIN DRAIN AIR RELIEF VALVE CARTRIDGE FILTER 115 50. FT. 1 1 /2 " WASTE AQUAGAL ELECTRIC HEATER 2.5 HP PUMP WITH HAIR AND LINT STRAINER SPA / POOL PIPING ISOMETRIC NTS 38' -q" 6" x 6" HANHOLD TILE (CERAMIC) EVERY 4 FEET OR EQUAL I I /2" ANTI ENTRAPMENT VENT LINE MAX. LENGTH NOT TO EXCEED - 74 FEET. TYPIGAL -5EE SHT. 2 FOR D E T A I L - E X I S T I N G R S I P N G E DOOR $ WINDOW ALARM PER FBG SECTION 424 5EE NOTE SHT 2. 4' -0" MAX. POOL DEGK WATER LINE FOOL FLAN I4ANt7HOLI7S i7eTAIL I/4 " =1' -0" POOL DATA 2' 0"-/ 1- q , 0 " �V1Gtor Reeve P.E / P.E. No 12324 1 I/2" POOL RETURN I I/2" SPA RETURN 2 1/2" MAIN DRAIN 2" SKIMMER SPA JOB No: O4PH 12 O cf WATER METER U.G. ELEGTRI GAL POOL DEGK ELEGTRIG METER 0 ELEGTRI GAL 0 PANEL = 200 •�' EXIST. 6' H (� 0155 WALL kV/SELF GLOSI NG /LATCH. GATE -TYP- DATE : 01-H-04 VICTOR REEVE P.E. 5415 S.W. 131 AVENUE MIAMI, FLORIDA. (305)552 - 81 lci _r - C'; -C)S !a/ a Il TS GATES PENCE: 4.' HIGH F it t nI1) NQj ' t1�1�'j ,, OtHN�� MU O1�'� FENCE/ r, 4 A "EN E ONLacr , `'`=l7Y LOT 13 $ 14, OF AMENDED PLAT OF MIAMI SHORES SECTION NO. I, PLAT BOOK 10, PAGE 10, DADE COUNTY, FLORIDA. BY: MS& NORTH MIAMI AVENUE SITE FLAN I " =40' LEGAL DESCRIPTION P H POOLS EXIST. 6' H GB5 WALL -TYP- POOL EQUIPMENT SEPT! G TANK AREA POOL tO SAKS RES I DENGE 5 N.E. 102nd STREET MIAMI, FLORIDA EXISTING 200 A PANEL GENERAL LIGHTING ( 2,200 50. FT. x 3 WATTS / SQ. FT) 6,600 WATTS RANGE 1,000 WATTS DRYER 5,000 WATTS WASHER 1300 WATTS DISHWASHER 1,200 WATTS REFRIGERATOR 1,000 WATTS WATER HEATER 4,500 WATTS TOTAL 20,800 WATTS FIRST 10 KW ® 100% 10,000 WATTS 10,800 ® 40% 4,320 WATTS A/0 10,000 WATTS TOTAL 24,320 WATTS (A) WATER LEVEL, 10 2 FEET ✓ (B) POOL DEPTH: 5.0 FEET ✓ (0) FLOOD CRITERIA: 5.0 FEET ✓ (D) POOL BOTTOM ELEVATION (A -B) 5.2 FEET FIRST 10 KW ® 100% (E) UP -LIFT HEAD (G -D) -0.2 FEET 810 WATTS (F) HYDROSTATIC VALVE: -2.0 FEET ✓ (G) BOTTOM AND WALL SLABS: -2.5 FEET TOTAL ADJUSTED HEAD (E +F +G): 0 FEET ✓' NEW 5UB PANEL - 60 A POOL LIGHTING 215 WATTS HEAT PUMP 10,000 WATTS POOL PUMP 1,400 WATTS TOTAL 12,1'15 WATTS FIRST 10 KW ® 100% 10,000 WATTS 2,175 ® 40% 810 WATTS TOTAL 10,810 WATTS GENERAL NOTES: I. -ALL POOL. CONSTRUCTION SHALL. CONFORM TO LOCAL AND STATE BUILDING CODE AND REQUIREMENTS. 2.- 0ONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES FROM DAMAGE AND /OR FAILURE BY ANY ACCEPTABLE METHOD, AS REQUIRED. 3. -THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SAFETY OR ADEQUACY OF ANY EXISTING STRUCTURE. 4. -THE DESIGNER 15 NOT RESPONSIBLE FOR THE POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. THE POOL CONTRACTOR/ OWNER SHALL VERIFY THE LAYOUT OF THE POOL AND ITS DIMENSIONS PRIOR TO CONSTRUCTION. 5. -THE OWNER SHALL CONSULT WITH AN EXPERIENCED POOL CONTRACTOR PRIOR TO THE DRAINING OF THE POOL. SINGE DRAINING THE POOL. WITHOUT ELIMINATING THE HYDROSTATIC UPLIFT PRESSURE, MAY CAUSE SERIOUS DAMAGE TO THE POOL STRUCTURE. 6. -ALL METALLIC COMPONENTS, FIXTURES, EQUIPMENT AND REINFORCING STEEL SHALL BE BONDED TOGETHER AND GROUNDED TO A COMMON GROUND. 1. -WATER SUPPLY AND DISPOSAL LINES SHALL BE INSTALLED 50 THAT THEY DO NOT HAVE A CRO55 CONNECTION WITH ANY EXISTING DOMESTIC WATER SUPPLY OR DISPOSAL SYSTEMS. 3.-NO DIVING BOARD OR DIVING SHALL BE ALLOWED ON ANY POOL. WITH A DEPTH OF LESS THAN 3 FEET. THIS POOL 15 NOT DESIGNED FOR DIVING. 4. -BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SAND ARE ADEQUATE FOR THE DESIGN BEARING CAPACITY/ OF 2000 PSF. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. 10. -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 CLEVIS HANGERS. II. -ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 12. -ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING I I/2" DIAMETER UNLESS OTHERWISE NOTED. 13. -POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 5004.3 OF THE SOUTH FLORIDA BUILDING CODE. I4. -ALL POOL EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO TO STATE AND LOCAL CODES. 15. -ANTI VORTEX MAIN DRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 16 -A 12 "x12" MAIN DRAIN GRATE MAY BE SUBSTITUTED FOR ANTI VORTEX TYPE. I1 -ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. I3.-ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 630 OF THE NATIONAL ELECTRICAL CODE. 19. -NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10' -0" OF POOLS WATER EDGE. 20.- SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUBMITTED AND APPROVED SHOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITIONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 21. -THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES IN RELATION TO THE POOL AND ITS EQUIPMENT AND SHALL INSURE MINIMUM CLEARANCE REQUIREMENTS IN ACCORDANCE WITH THE LOCAL COS. 22. CONTRACTOR SHALL ENSURE THAT ALL METALLIC POOL FITTINGS WITHIN FIVE (5) FEET OF THE INSIDE WALL AND DECK REINFORCING STEEL WITH A * 5 AWG COPPER WIRE. BARRIER REQUIREMENT OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED 4 APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER. SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH SECTION 424.2.11.1- 421.2.1110, LATEST EDITION. WARNING SIGNS 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 APPENDIX F ANS/NSP -5 -45. 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 15 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN IT 15 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND OR CARDIOPULMONARY RESUSCITATION SAFETY FEATURE REQUIREMENT (FL. STATUTE 515.21 4 515.24) 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: I.- POOL SHALL BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER OR 2.- ALL DOORS AND WINDOWS PROVIDING DIRECT AGGESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MIN. SOUND PRESSURE RATING OF 85 dB A AT 10 FT; OR 3.- ALL. DOORS AND WINDOWS 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 OF 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. d. BARRIER SHALL BE PLACED A MINIMUM OF 12 IN. FROM WATERS EDGE. 0- 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 A PART OF BARRIER IF IT DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE ACCESS TO THE SWIMMING POOL. 6" SHOTGRETE WALLS REINFORCED WITH # 3 BARS AT 10" CENTERS BOTH WAYS 6" THICK SHOTCRETE FLOOR SLAB REINFORCED WITH # 3 BARS AT 10" GENTERS BOTH WAYS * *SEE HYDROSTATIC UPLIFT O POOL LIGHT SWITCH ©GFI RECEPTACLE ()POOL PUMP OD JUNCTION BOX $ PUMP SWITCH IO" 10" 10" 10" ELECTRIC LEGEND WATER LINE SEAL NICHE 3 #10 1/2" G. 3OA BKR. SEAL CONDUIT STEPS 17ETA I L MAX. I:10 SLOPE ©TRANSFORMER ()JUNCTION BOX EDT !ME CLOCK JO HEATER 10' MIN. 20' MAX, POOL PUMP 1" NON METALIG CONDUIT TO JUNCTION BOX 200 WATTS VOLT, REMOVABLE UNDERWATER LIGHT OR DRY NICHE ELEGTRI G r; I AGRAM HYDROSTATIC UPLIFT u U II 3 # 12 1/2" G FOA SKR O POOL SECTION 60 AMPS SUB- PANEL 70 PANEL SUB PANEL 1 3 *12 1/2" G 20A BKR. 3 #12 1/2" G 20A BKR. ANTI VORTEX MAIN DRAIN MOB 120. 200 AMPS HOUSE PANEL 3 # 4 THMN (CU) I #BGRD. -1 "G. 3 #12 1 /2 "G 20A BKR. 2 # 6 , 1# 10G RD 3/4" C 40A SKR. u u HEATER 8 .. SLAB SECTION ■ \ Victor Reeve P.E. P.E. No 12324 ■ 11/2" HYDROSTATIC. VALVE SET IN 3/4" WASHED ROCK BED ) '15W - 12V 5PA LIGHT D JOB No: 04PH 12 TOTAL = 10,420 WATTS /240 VOLTS = 45.3 AMPS SUCTON LINE ,L CONCRETE BASKET (MIN. 15 50. IN) DATE : 01-11-04 SPILL WA 1h ADJUSTABLE LID POOL DECK SKIMMER V I GTOR REEVE P.E. 5415 S.W. 131 AVENUE MIAMI, FLORIDA. (305)552 -S 1 BY: MSG EIR l' 0" 5' -8" - WATER LEVEL STEPS 10" 13" '1`_ ANTI VORTEX MAINDRAIN I' -4" SEAT 6" WALLS, 6" BOTTOM PNEUMATICALLY PLACED CONCRETE WITH # 3 ®10" E W SPA SECTION LOAD CALCULATIONS � -n -III= :III -1 I II - GOP I NG (OPTIONAL) TOTAL = 24,320 WATTS /240 VOLTS = 101.3 AMPS POOL GOPI NG THERAPY SEAT s ; � POOL FOR % SAKS RES I DENGE 5 N.E. 102nd STREET MIAMI, FLORIDA P H POOLS 2" TILE STRIP OF CONTRASTING COLOR Olvi Village. 'the ire of ;jl Graild t: � d rar�e tFr.. -..�,. Jy ire 1' . . re labour" h r a i la , Piukntd erirr. r% J reinfor j It ; V.l r�r �t� ne, el#0#1 - ,i .riri re a.. , <4lp tt l I;. tj rpm llastaita °PPrOrarc! blab eo.∎ 14111t, pititilbit). ))(es ar�j � %., 1 Sr. Sr $ ;....., c ,t , K+ zoo / 10C1 F416(1 ►� LAVA_ AN,O.KS €'.+.► & 3/0 tWO ►stone aura f 4 A