BPP-09-960_Plans POOL 5Pf=
SIZEr 12'X 25'
(� DEPTI -6 3' TO 5'
PERIMRTEM - 14 L.F.
rye AREA: 300 SF.
— I'1
— (P — — — — — — — — GALLON& 8,976 GAL.
(P TURNOVER RATEr lb6 SIRS.
V• PUMP SIZE/MODEL: 2 HP. JANDY
FILTER TYPE/MODEL. G5-200 JANDY CARTRIDGE
I I RECIRCULATION INLET& 3 WALL 2 FLOOR
SKMMEWSA I
LIGHT(S), 12V 300 WATT
6 ' HEATER/fYPE/SIZEr NO
VACUUM LINEr YES
I CHLORINATOR MODELA - t - PE. AQUAI URE SALT
I ROSETTE: NO
I FEED LIPEr NO
BUBBLER: NO
CHILD FENCE AROUND P OOL
®HEFT POOL PERIMETER BY OWNER �a �a e
lTYP) INSTALLED PER F$.G. CODE. SELF °CLOSE 9 -OCs ION HEAD: NO
DECK JETe NO
GATES iEa;
FENCE: '�' ��C� �� � SHEER DESCENt= No
I
o
ANTI- VORTEX *' /s i
0 w MAIN DRAINS AND N ON °�'iL SPRITZER: NO
IF NEIGHBORS REMO \fE / I THERAPY JETS: NO
I I OWNER MUST R .PLAC.� GOP TYPE: BULLNOSE BRICK
FLOOR
�Rf �,e MG � YA!m} � O?'t
a FENCE FLOOR ` ®}�+' 300W �� ITi N A '� FE 7 RETURN RETURN LIG+ t z , �, 9 HANDHOLD TYPE: NO
Yti ��>
PROPERTY
TILE:
I � 6"
25' LONG S -0f� INTERIOR FINISH: DIAMOND $RITE
I _ � � I
P/, " VENT SWII TOUT Sims 18"
LINE
DEEP I DECK TYPES NONE
I
_ I ( EXIT RAILM's No
a e AUTOMATION TYPE. NO
�9 r 3' -0"
I
POOL ENCLOSURE. CHILD FENCE BY OTHERS
PATIO FOOTERS. NONE
VACUUM LINE W.
APPROVED COVER LINE UP POOL DECK -O- DRAINS NO
PER 84101.6 -65 SKIMMER WITH EDGE OF
I
HOUSE
MISGr
I
1p I
I
-- - -- - ---------- ---------
III
SEE PIPING
SCHEMATIC
I FOR DETAILS
AND SIZES
III
!I
III
18" RECESSED W.PLSF.I. ►
SWIMOUT WITH III
TILED EDGE
LANDSCAPE SCREEN
EQUIPMENT PER CODE POOL
EQUIPMENT LOCATION EQUIP
AND CONFIGURATION
MAY DIFFER IN FIELD-
( I W A `I N E 1"f,41�iG1-°� .41"►
EXISTING MARBLE DECK��T'I' �- -
TO REMAIN AS IS.
PROFESSIONAL ENGINEER " 5'1216
265 SOUTH FEDERAL HIGHWAY ST. 109
DEERFIELD BEACH, FLORIDA 33441
I I
I I
NATIONWIDE FOOLS
1923 N.W. 40TH COURT
POMPANO BEACH, FLORIDA 33064
I I
I
DATE: 5 -28 -09
ORDER°
D11Xs BY. N.A.S.
I NA- • 091665 -69
let REV.
I
RESIDENC,r= sna REV
3rd REV
4th REV.
I st" REV
I
� 5 2 6 RKHAM BENNETT
P
NOTE: PRIOR To THE INSTALLATION OF ANY FOOTING FOUNDATION
THE SYSTEM FOR NEW BUILDINGS, STRUCTURES OR ADDITIONS, I f VAN AST1z.4LACA p�
SEALED LETTER E STA7 NG OF AL BEARINGA 254 N.E. 1015TT STREET
CAPACITY SY THIS ENGINEEi2(PER FBC 2001 SECTION 440422) MIAMI SHORE PL, 33138
FOOL LEGAL DESGRIPTION:
SCALE: 114 " -1' -0" AN WEED L
PLAT OF M 3
IS 8HOPES SECTION ONE
PZL 10 PAGE, I
DADE COUNTY 5 -29 -09
POOL SPE C, IF I CAT IONS
SITE: 12' X 21'
(�( DEPTH: 3' TO 5'
PERIMETER: 18 L.F.
/ AREA: 324 S.F.
-- — m — — — — — — — — GA -LON& 9,694 GAL.
(+ IUFe4OVER RATE: 1.19 HRS,
N
PUMP SITE/MODEL. 2 H.P. DANDY
FILTER TYPE/MODEL: CS -200 JANDY CARTRIDGE
I RECIRCULATION INLETS: 3 WALL 2 FLOOR
SKiMMEwsx 1
LIGHT(SA 12V 300 WATT
0 HEATER/rYPE/SIZEs NO
VACUUM LINE: YES
I I CHLORINATOR MODELA TPE: AQUAPURE SALT
ROSEtTE: NO
I I FEED LINE: NO
511E319LER: NO
LION HEAD: NO
DEM JET: NO
INLET
SHEER DESCENT. NO
lTYP) -
I SPRITZER. No
I THERAPY JETS: NO
ANTI - VORTEX
MAIN DRAINS 0 Q COPING TTPE: BULLNOSE BRICK
y FLOOR FLOOR HANpH01_p TYPE: NO
® TILE: RETURN � � RETURN 6 "
It /2 VENT 300W �4
LINE (LIGHT 5 ' -0 „ INTERIOR FINISH: DIAMOND BRITE
DEEP 21' LONG SUifMOUt SITE: 18"
I � I
�- -- ------------ - - - I DECK TYPE: NONE
EXIT RAILING. NO
j DEEP AUTOMATION TYPE: NO
I
POOL ENCLOSURE: CHILD FENCE BY OTHERS
II
® Z r
3 _ PATIO FOOTERS: NONE
PECK -O- DRAIN: NO
i
VACUUM LINE W. MISC:
APPROVED COVER
PER R4101.6.6.5 SKIMMER
�I
L ------------------------- - - - - -- --- '--- - - - - --
L - - - -- ----- - -- -- - -- ------------- - 1 ----
-- - - -- ----- - - - - --
-------------------- - - - - -- -- -- 1 SEE PIPING
— — -- - - -- 0, 0 SCHEMATIC
OR DETAILS
AND SIZES
I illl
II
IS R£G£SS£D
w.PF.i.
SWIMOUT WITH
TILED EDGE
LANDSCAPE SCREEN
EQUIPMENT PER CODE POOL
EQUIPMENT LOCATION EQUIP
AND CONFIGURATION
MAY DIFFER IN FIELD. y
11�1
EXISTING MARBLE DECK �E1 VNF I t T TO REMAIN AS IS.
PROFESSIONAL ENGINEER " 5121(o
265 SOUTH FEDERAL HIGHWAY ST. 109
DEEWIELD BEACH, FLORIDA 33441
I
I
NATIONWIDE POOLS
1923 N.W. 40TH COURT
POMPANO BEACH, FLORIDA 33064
I
DATE: 5 -28 -09
ORDER'
DU* BY: N.A.S.
NAS: � 0916 6 5 -6 9
I 1st REV.
1RE: NCE: 2nd REV
3rd REV.
4th REV.
5th REV.
YN5 2AR<HAM BENNETT
I
NOTE: BY57EM OR NEW BUILDINGS, STRUCTURES OR ADDITIONS, FOU I V , A t N ASTRALAGA
THE BUILDING OFFICAL SHALL BE PROVIDED WITH A 25 4 N E. 101ST STREET
1' Q
SEALED LETTER STATING OF ALLOWABLE BEARING MIAMI SH 1 33138
CAPACITY BY THIS E ER.0
NGINEPER FBG 2001 SECTION 440422)
POO PLAN LEGAL DESCRIPTION:
SCALE: 1/4 " 4-0" AN LOT. W t OF LOT B�lro AMENDED PLAT OF M 3
MIAMI SHORES SECTION ONE
a ;
P9. 10 PAGE: 10
DADE COUNTY 5 -29 -09
POOL SPE C I1= I GAT 1 0115
SIZE. 12' X 2,'
DEPTH: 3' To 5'
PERIMETER: ,8 LF.
� 1 AREA: 324 SF.
— — m — — — — — — — — CiALLONSs 9,694 C=AL.
TURNOVER RATES 1.19 NRS.
N
PUMP SIZE/MODEL: 2 H.P. JANDY
FILTER TYPE/MODELs CS -200 JANDY CARTRIDG=E
RECIRCULATION INLETS: 3 WALL 2 FLOOR
SKIMMERS> I
LIGHT(SA 12V 300 WATT
I-F- ATER/Tl1°E/SIZEs NO
0
_ VACUUM LINES YES
I I CHLORINATOR MODEL/rrM.- AQUAPURE SALT
ROSETTE. NO
I
FEED LINES No
15UB51-0b No
LION HEADS NO
DECK JETS No
® INLET - _ SHEER DESCENT. NO
(TYP)
I , I SF'RITZERs NO
THERAPY JETS: NO
ANTI - VORTEX
0 MAIN DRAINS I COPING TYPES 5ULLN05E BRICK
FLOOR
` RETURN HANDHOLD Tl PEs NO
FLOOR
1 " VENT
TILES 6"
RETURN 5 , 0 „ 300W LINE INTERIOR FINISH: DIAMOND BRITE
p£EP
LIGHT
27 LONG SWIMOUT SIZE: IS"
--
� _. -� � - I DECK TYPE= NONE
EXIT RAILING: NO
DEEP AUTOMATION TYPE. NO
I
- - POOL ENCLOSURE: CHILD FENCE BY OTHERS
8 --
3' -0" PATIO FOOTERS: NONE
— I
DECK -O -DRAMs NO
I
VACUUM LINE W. ( MISG
APPROVED COVER
PER R4101bb.5 SKIMMER
I I
I
- -- ----------------------------------
L - - - - - -- -- - - - - -- - - - - --
m ------------------- --------------- -
------ - - - - -- - - - -- — =— - - - - - - -- ------------------ - - - - - i
- SEE PIPING
�0 _ SCHEMATIC
FOR DETAILS
AND SIXES
III '
) IiI
III
IS" RECESSED W.P.CsF.I_ �
SWIMOUT WITH
TILED EDGE
5 _ 0 LANDSCAPE SCREEN
EQUIPMENT PER CODE POOL
EQUIPMENT LOCATION EQUIP
AND CONFIGURATION
MAY DIFFER IN FIELD-
EXISTING MARBLE DECK E51E NNETT 1= -I=
70 REMAIN A515. PROFESSIONAL ENGINEER • 57216
265 SOUTH FEDERAL HIGHWAY ST- 09
DEERFIELD BEACH, FLORIDA 33441
I I
I
NATIONWIDE POOLS
1923 N.W. 40T44 COURT
POMPANO BEACH, FLORIDA 33064
I (
DATE. 5 -28 -09
ORDER
DWG $Ys N.A.S.
NA.S • 09,665 -69
lot REV.
I 2r1d REV
3rd REV.
4th REV.
5th REV.
P £ ;'121 6HAM B£NNETT
NOTE: PRIOR To THE INSTALLATION OF ANY FOOTING FOUNDA71ON :
VAN A t Aw
S RA�AC�
SYStEM FOR NEW BUILDINGS, STRUCTURES OR ADDITIONS, t `
THE BUILDING OFFICAL SHALL BE PROVIDED WITH A 254 N.E. 1 ®16 I STREET
STATEMENT OF ALLOWABLE BEARING CAPACITY BY THIS {� I
ENGINEER-(PER FBG 2001 SECTION 440422 ) MIAMI IAI I I SHO�S FL 33136
F OOL- FL- 14N LEGAL DESCRIPTION: '
SCALE: 1/4 " -1' -0" LOTS W 1 /2 OF LOT 516 SLOAM 34
AN AMENDED PLAT OF MIAMI SHORES SECTION ONE
DARE COUNTY 5-2 09
son=
CD.
C:_=IE rtIE i;; rtoTFEs COPING SLOPE 1/8" �1'
/gyp R p �I
GRID" BLDG. COC>E 2001 FBC CAWMR R41: SWIMMING POOLS AND ALL 5AR I � R I MOTE S=
r-
APPLICABLE COUNTY AND CITY CODES SHALL GOVERN 75. @0' OUTDOOR SWIMMING POOLS 4 SPAS SHALL BE PROVIDED WATER TIL E_ • • _
• I C I -I � I- III -I I �I I I-
DESIGN, CONSTRUCTION, AND WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, 4" X 8" BOND -1
WORKMANSHIP SHALL BE IN CONFORMITY WITH AN5I -NSPI3 ANSI/NSPI 4 6 '
6 ' CHILD INSPECTED AND APPROVED_ PRIOR t0 PLASTERING OR BEAM W. 2 " 3 INT OG KING $RICK
ANSI/NSPA 5 ANSI/NSPI 6 AND AN - P P-
FILLING WITH WATER SUCH PERMANENT BARRIER SHALL BE GONTINOUS ERL
FENCE PAVERS SET IN SAND
FBG R4101b3 WATER VELOGItT POOL PIPING WILL BE DESIGNED SO IN ACCORDANCE WITH FLORIDA BLDG. CODE LATEST ED1710N. * 3 STEEL ON COMPACTED FILL
THE WATER VELOCITY DOES NOT EXCEED 10 FT. PER SECOND. OR PRESSURE SOIL_ PER F$G 8440422 AND THROUGH EVALUATION AND KNOWLEDGE OF OTHER 1833' 31.67' PLACED AT
AND 8 FT. PER SECOND FOR SUCTION PIPING, EXCEPT THAT PROJECTS IN THIS AREA, IT IS DETERMINED THE ALLOWABLE SOIL BEARING 12" O.CE.W. may
WATER VELOCITY WILL NOT EXCEED 5FT.
MAIN SUCTION OUTLET VELOCITY MUST GO PL WICOANSI/APS> COPPE TUBING. DIFFERENT CAPACITY CONDITIONS ARE OmD,SHE POOL I CON O RAC70R AND I I W /� RNING L+ IG lS� 3" GLR P 3" CLR
EXCEPTION: JET INLET FITTINGS NOT SUBJECT TO THIS REQUIREMENT WILL TAKE ALL STEPS 70 REMIDY THE SITUATION AS WELL AS TO NOTIFY ALL �'t a� I V
ALL SWIMMING POOLS AND SPAS AND HOT TUB AREAS
W.P.CsF.I.
PARTIES INVOLVED. SOIL CLASSIFICATION FOR THIS SITE IS SANDY WITH ROCK S
I I `. •
SHALL BE PROVIDED WITH A PERMANENT SAFETY WARNING APPROVED StEELtEX FORM OR
FBG 11-P4101.6.6 ENIR4PNIENt PROTECTION � MASONITE OR MIN. 1/8"
ENTRAPMENT PROTECTION O POOL FINISH R SUCTION OUTLETS SHALL BE INSTALLED SIGN IN A READILY VISIBLE LOCATION FROM THE POOL _ PLYWOOD
IN ACCORDANCE WITH REQUIREMENTS ANSI /APSP -7
AREA. (APPENDIX F ANSI/NSPI 8/950 �
15D8'
FBC R4101B VALVE& ALL VALVES ON POOL PIPING SHALL CONFORM TO RADIUS
SECTIONS FBC R401.8] THRU FBC R4101-8-4 EXISTING 2) EACH SAFETY WARNING SIGN SHALL WARN AGAINST SHALLOW VARIES
PAVER
3 AT 9" O.C.E.W.
FBC
PA710 WATER DIVING, PREVENTION OF DROWNING, AND INCLUDE THE _ BOTTOM CENTERED
NION CO N IEGTI ONS: HEATERS SHALL BE INSTALLED WITH FLANGES FOLLOWING STATEMENT (THERE IS NO SUBSTITUTION OR ADULT
OR UNION CONNECT ADJACENT t0 THE HEATER I POOL I SUPERVISION OF SMALL CHILDREN 17 IS STRONGLY REGOM- - i I1 =1I I -III -I
EQUIPMENT 1/p / /�
FBC R41M4101.15 GAS PIPING GAS PIPING SHALL COMPLY WITH FLORIDA 10.0' ENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPER- T I 1 I � + st°!� � / � �e� SECTION
BUILDING CODE. FUEL GAS SEPARATE PLANS AND PERMIT REQUIRED. 25'
VISION BE TRAINED IN ARTIFICIAL RESPERATION AND / OR
FBC R4l01.16 ELECTRICAL: ELECTRICAL WIRING AND EQUIPMENT SHALL PATIO 21 4 PATIO G.P.R. N.T.S.
COMPLY WITH CHAPTER 21 OF THE FLORIDA BUILDING CODE. NFPA 10, NEC_
EXCEPT ARTICLE 80. ANP NFPA 70 N.E.0 ARTICLE 680. 0 @ ALARM ®°I` ,
FBC 84101/11 RESIDE IMM
RESIDENTIAL SWING B Rid S I ARRIER RECLIREhtEPlt: RESIDENTIAL I WATER 8 N G r= 0 ALL DOORS WITH ACCESS TO THE POOL THROUGH THAT WALL
SWIMMING POOLS SHALL COMPLY WITH SECTIONS F$G R4101.113 744RU FBC 1: 5LP. MAX. l qIN v SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN "ANTI- VORTEX MAIN DRAINS
84101.11.1.14 EXCEPTION: A SWIMMING POOL WITH A APPROVED POOL COVER -
COMPLYING WITH ASTM F 1346. DRAINS I I AUDIBLE WARNING WHEN THE D008 08 IT'S SCREEN IS BEING W /APPROVED COVERS )ANSI /ASME
OPENED. THE ALARM SHALL SOUND CONTINUASLY OR A 12.19B -2001 (TYPICAL)
&C R40A.18
POOLS MUST BE PROVIDED WITH A
LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER EXCEEDS 24 11' POOL WALL - -'' MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND
SLOPE (TYP) D ROCK BED I I BE CAPABLE OF EMMITTING A SOUND OF SUFFICIENT VOLUME TEE SEE ISOMETRIC OR
INCHES PEEP. AND WHERE POOL WATER EXCEEDS 5 FEET IN DEPTH, A �LIR yq� 1 1/2" SIZE VARIES SUCTION PIPE SIRE
LADDER, STAIRS OR SWIMOUT/BENCH IS REQUIRED. WELL POINT 70 BE HEARD 70 THE DWELLING. THE ALARM SHALL BE 0Z
200A EQUIPED WITH A MANUAL MEANS TO TEMPORARILY DEAC71VATE
FBC R4101.19 FINAL INSPECTIONS ALL SWIMMING POOL IN57ALLATIONS SHALL I SERVICE ^ 12" TEE
I SAFETY BARRIERS AND PROTECTION LO SrECT I OI �{ THE ALARM OR A SINGLE OPENING. THE DEACTIVATION
BE COMPLETED, AND ALL REQUIRED E - MAX
SYSTEMS REQUIRED BY CODE BE INSTALLED IN CONFORMITY WITH THE N.T.S. Q SWITCH SHALL BE LOCATED AT LEAST 34 INCHES ABOVE THE
10.0' I VENT LINE SEE POOL
APPROVED PLANS. THE POOL SHALL BE COMPLETELY FILLED WITH WATER THRESHOLD OF THE DOOR PLAN FOR LOCATION
AND IN OPERATION PRIOR TO INSPECTION.
FBC 8410120 POOL FILTERS THE ENTIRE DESIGN OF MATCHED COMPONENTS
SHALL HAVE A SUFFICIENT CAPACITY 70 PROVIDE A COMPLETE TUR14OVER MAXIMUM 30' -0" FROM
OF POOL WATER WITHIN 12 HOURS. I ( POOL /SPA DRAINS
8 SEWER 0
FBC 84101244 HYDROSTATIC EMLIEF VALVE IN AREAS OF ANTICIPATED
WATER TABLE AN APPROVED HYDROSTATIC RELIEF DEVICE SHALL BE PVC COND. W17H LINE
WATER LINE
N n
INSTALLED. 2* 10 HOT DRA D IE TA I L
I " I0 GROUN INTE1 - MA71C T -4004 N.T.S.
FBC 84101215 POOL INLETS FITTINGS: THERE MUST BE AT LEAST ONE I " 10 NEUTRAL RT3 POOL PANEL
APPROVED MANUFACTURED INLET FITTING PER 300 SQ. FT. OF POOL
SURFACE AREA OR THE RETURN OF RECIRCULATED POOL WATER 200AMP PANEL. 200A
2P 20A POOL CONCRETE WILL BE PNEUMATICALLY APPLIED WITH DECK HEATER rr
DISCONNECT
FEEDING 150@
FBC 4i0l4101j&3 5 PIPING MStALLAtION ALL PIPING SHALL BE INSTALLED N POOL BREAKER INSIDE PANE TIME CLOCK UNDERGROUND
STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION. SGHED. 40 ELECTRIC LINE 4" THICK REINFORCED
BEARING N.SF. APPROVAL. PRIMER AND GLUE ON EXPOSED ABOVE GROUND EXISTING L BREAKERa` ' CONCRETE SLAB PER
PIPING NOT REQUIRED t0 BE COLORED- METER 300W PATIO 18 ~ III = III =III -III I I IF F-B_G. 18203
� I®G
INFOING STEE :SHALL CONFORM TO A.S.TA'I. 615 GRADE 40.
WP WI 10' 70 20' TRANSFORMER
C'!�!P -O�TE
F.PL. FROM WATER 1 POOL PUMP 2 " 12 - 1 * 12 GROUND I V.�. 1015T STREE ET WATER
: � � _ O
A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.51 2 012- CHLORINATOR 2 " 12 - I " 12 GROUND -I � �I C=I ? FILTER OPTIONAL PUMP
POOL 4 2,
8" MIN. I * 12 8_ TILE TOP MOTORS)
D '�
O -III
t�NIPEPe?�?. POOL OR SPA SHALL NOT EXCEED 102 FAHRENHEIT. L GRIND. - I OR FRONT
LEVEL L EDGE NOTE: ANCHOR 5OL75 THROUGH BASE
POWER LINES - OVERHEAD ELECTRIC LINES SHALL BE LOCATED A MINIMUM 18„ MIN- MIN. SEE TYPICAL I CI 3 i4" X 6 ) (TAP CON) FOR PUMP 4 FILLER
OF 10 FT. FROM POOL WATER'S EDGE. AND UNDER BELOW JUNG7. LEGAL DESCRIPTION: FOR SPECS. GROUND ELECTRICAL WALL SECTION
� _ (HEATER SHOWN AS OPTIONAL)
-I
POWER LINES SHALL BE LOCATED A MINIMUM OF 5 FT. FROM THE POOL WATER BOX 1— _ — )4) Iia" ANGLE BRACKETS (GAS)
WATER'S EDGE OR IN ACCORDANCE WITH NFPA 70 NE.G. ARTICLE 680. ALL POOL EQUIPMENT BONDING " — — (4) 2t ANGLE BRACKETS )HEAT PUMP)
i" NON - CORROSIVE tOGEtHEB WITH * 8 SOLID WEST 1 -2 OF 1-07 5 4 6 BLOCK 34
CONDUIT WITH (4) 13/4" X b " TAP CON AND (4) 1 /2" SELF
SECTION 18203 OF THE FLORIDA BUILDING CODE 20 04 EDT. AN AMENDED PLAT OF MIAMI SHORES SECTION ONE /� LAPPING SHEET METAL SCREWS.
ALL POOL EQUIPMENT SLABS SHALL COMPLY WITH Z PLAT BOOK: 10 PAGE 10 5WIMOUT DfETAIL 12V 300W LIGHT (POOL)
W/ LOW WATER GUT OFF DEVICE NOTE: DADE COUNTY DETAIL IS COMPLIANT WITH FL_ 5L CODE 3
HANDHOLD NOTE ANSI- N5PI -5 ARTICLE XV SECTION 15.13 A SECURED ROPE ALL ELECTRICAL SHALL N7S QU I ='MINT ANC�IOI�INC
OR CERAMIC HANDHOLD MUST BE PLACED AT OR NO MORE THAN 12 INCHES CONFORM W/ NE.G. ART. 680
ABOVE THE NORMAL WATERLINE OF THE POOL. I -20 AMP G.$. POOL PUMP/CHLORINATOR: 10 AMPS g 220 VOLTS IN POOL AREA GROUND ( I'�` ���� N.7-S.
1 -15 AMP CB. LIGHT: 3 AMPSe 120 VOLTS ALL BOXES, RAILS, LIGHT,
/� /�
MOTOR, ECT. W/*8 WIRE 1" = 20' /� /� �/ HAM /� `'
FE
L CTRICAL NIS I@ DI SAM
P IPE SIZE AVERAGE VENT PIPE MAX. LENGTH WAYNE Mt- 1�1�1" AM f5fENNTT
INCHES FLOW GPM SIZE IN FEET PROFESSIONAL ENGINEER
2" 60 1 1/2 13'
2 15 1 f/2 92'
2 1/2" 100 1 122' 235 SOUTH FEDERAL HIGHWAY SUITE 109
2 1/2" 110 I " 135' DEEWIELD BEACH, FLORIDA 33441
21/2" 135 1�i2" 954.818.3825 P.E. 51216
165'
3" 115 ii 214'
TOP E POOL VEB IS HIGHER SPA WALL, NOTE: THE VENT SYSTEM WILL LIMIT THE
12" 12" 18" PATIO 2" X 4" BRACE ® 48° SEE PLAN WHICHEVER HI TRANSMISSION OF SUCTION AT THE OUTLET 70
O.G. ANCHORED TO EXISTING HOUSE A MAX. OF 4.5 INCHES OF MERCURY.
SLAB W. 1 /2" WEDGE FLOOR OR EXIST.
WATER _ ANCHOR AND NAILED PATIO OR PORCH
60 GPM /60 X 1.48 = 0.13369 GUBIG F.P.S. FLOW X 1'
I=I 70 SHORING W. 2 -16d ZE 3 SEC. (PER CODE) =MAX SI OF OPENING. NAtIONUJI ®E POOLS
4 EQUAL � I
WA TER GRADE
RISERS 12" 0.13369X3 = 0.4011 CUBIC FT. AREA OF I" VENT 1923 N.W. 40TH COURT
III -
- I I1 =11 1= III- I11-1I LINE= 00545 SF. OF THE ALLOWABLE LENGTH POMPANO BEACH, FLORIDA 33064
POOL
MAXIMUM I- i
WALL III —I • - I I' =0.4011 00545 = 73.6 FEET.
III
III�I Nit" PIPE FROM I E /�
DRAINS VENT LIN C ALLS.
= I NOTE: SHEETING TO PLYWOOD SHEATING ON
REMAIN IN PLACE UNTIL VENT LINE 70 BE LABELED " POOL
2' X 4" VERTICAL BRACE
- I I $ACKFILL ®48" O.G. DRIVEN INTO SAFETY DEVICE DO NOT HANDLE" DATES 5 -28 -09
-I F= M EXISTING GRADE
' I �I�I
�n� V
(NOTE: STEP STEEL NOT REQUIRED) = 1Ittl IENT LI NE DEETAIL ORDER'
STEP DrETAIL SHEETING DF-TAIL NT_S.
N.T.S. IF NEEDED N.T.S. DWG $Y: N.A.S.
200 SF. JANDY CARTRIDGE FILTER NAA • 097665 -69
PRESSURE GAUGE AND
AIR RELIEF VALVE let REV.
moo¢ oo � y�Cti 2nd REV
G a`� /PP` 3rd REV.
POOL PUMP 2 HP, SOND INCA GRID NOTEE
90 GPM AT 60' PER NE -C. 68026)C) 4th REv
TDH SELF - PRIMING SINGLE SOLID * 8 AWG BONDING WIRE IS TO BE PLACED
H 1 I }-� I� /1 I I L (� I I U L 11 T � /_ C ®M �� 1 T J, T (ON L+ ��, W /APPROVED TYPE AROUND THE PERIMETER 18" TO 24" FROM THE POOL WATER'S � �
D/ f°� U U Ise S ��, HAIR AND LINT EDGE AND PLACED 4" TO 6" BELOW GRADE. THE CONNECTION
�P STRAINER TO POOL SHALL BE IN FOUR LOCATIONS BY EXOTHERMIC O ®� I L �� I ®� , WWAYN E 2 6 ARKHAM BENNETT
F CREST ELv. FOR AREA = 7.0 MSL Po OV NOTE: VENT LINE(S) NOT WELDING OR BY LISTED PRESSURE CONNECTORS OR CLAMPS I �l
3 SHOWN IN THIS DETAIL SEE THAT ARE LABELED AS BEING SUITABLE FOR THIS PURPOSE
TOP OF POOL ELV. = 1086' MSL DRAIN DETAIL OR AND ARE OF STAINLESS STEEL * , 5RA55, COPPER OR COPPER IVAN f- 3e7�1`P- c /� c � / � Lf -1 / �� C�f�
/�
¢P
p (� �� ALLOY.THIS SINGLE SOLID 8 AWG WIRE WILL EXTEND UNDER ,t
BOTTOM OF POOL ELV. = 586' MSL P �� JP ADDITIONAL INFORMATION CONCRETE, PAVERS, AND UNPAVED SURFACES. 254 N.E. IOIS I t STREET
"� 1 VACUUM LINE W. SHORES, HYDRAULIC HEAD = 1.14' yvti APPROVED COVER MIAMI ai9'TORES, FL 33138
ALLOWANCE HYDROSTATIC VALVE = -2.0' PER R4101.6b5
LEGAL DESCRIPTION:
NET HYDRAULIC HEAD = -086 LOT: W 1/2 OF LOT 516 BLOM 34 a4
AN AMENDED PLAT OF MIAMI SHORES SECTION ONE
USE MIN. 6" THICK CONCRETE FLOOR SLAB N-T.S. P$, 10 PAGE, 7@
DADE COUNTY 5 -29 -09
FLORIDA BLDG. CODE 2001 FBC CHAPTER 841: SWIMMING POOLS AND ALL
COPING SLOPE 1/8 " =1'
APPLICABLE COUNTY AND CITY CODES SHALL GOVERN.
PARR I E R NOT S:
- 15.00' OUTDOOR SWIMMING POOLS 4 SPAS SHALL BE PROVIDED WATER __ TILE - •
DESIGN, CONSTRUCTION, AND PERMANENT BARRIER THAT SHALL BE INSTALLED, --
LL B£ CONFO P P
- III III = III = III =1 11=
WORKMANSHIP SHALL IN CONFO ITY WITH AN51 -N5 13 ANSIMS WITH A 14 = 4" X 8 BOND
ANSI/NSPA 5 ANSI/NSPI 6 ANp AN5I - APSP -1 m INSPECTED AND APPROVED. PRIOR 70 PLA57ERING OR BEAM W. 2 « 3 •
INTE OGKING BR IGK
0 RL
CHILD FILLING WITH WATER SUCH P CONTINOUS
PERMANENT E BARRIER SHALL BE PAVERS 5£T IN SAND
FBC R401 .63 WATER VELOCITY POOL PIPING WILL BE DESIGNED SO FENCE IN ACCORDANCE WITH FLORIDA BLDG. CODE LATEST EDITION. « 3 STEEL • ON COMPACTED FILL
THE WATER VELOCITY DOES NOT EXCEED 10 FT. PER SECOND. FOR PRESSURE SOIL_ PER FBC R44042.2 AND THROUGH EVALUATION AND KNOWLEDGE OF OTHER PLACED AT
AND 8 FT. PER SECOND FOR SUCTION PIPING, EXCEPT THAT PROJECTS IN THIS AREA, IT 15 DETERMINED THE ALLOWABLE SOIL BEARING 12" O.C.E.W. • ,
WATER VELOCITY WILL NOT EXCEED 8 FT. PER SECOND IN COPPER TUBING. CAPACITY 15 A MINIMUM OF 2000 P.S.F. FOR THI5 PROJECT. IF DURING EXCAVATION 1133 36.61' WARNING S I N 3" CLR- 3" CLR.
MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH ANSI /APSP 1 DIFFERENT CONDITIONS ARE FOUND, THE POOL CONTRACTOR AND OR HOMEOWNER GJ' hil
EXCEPTION: JET INLET FITTINGS NOT SUBJECT TO THIS REQUIREMENT WILL TAKE ALL STEPS 70 REMIDY THE SITUATION AS WELL AS 70 NOTIFY ALL
PARTIES INVOLVED. SOIL CLASSIFICATION FOR THIS SITE 15 SANDY WITH ROCK I W.P.G,F.I. I 1) ALL SWIMMING POOLS AND SPAS AND HOT TUB AREAS
F$- 84101 .6.6 ENTRAPMENT PROTECTION SHALL BE PROVIDED W17H A PERMANENT SAFETY WARNING APPROVED •' e STEELT£X FORM OR
ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED SI POOL FINISH MA50NITE OR MIN. 1/8"
GN IN A READILY VISIBLE LOCATION FROM THE POOL PLYWOOD
IN ACCORDANCE WITH REQUIREMENTS ANSI /APSP -1 AREA. (APPENDIX F AN51/NSPI 5/35)
I5�8'
FBC R4101B VALVES: ALL VALVES ON POOL PIPING SHALL CONFORM TO RADIUS
SECTIONS FBC 84101.8.1 7HRU FBC 84101.8.4 EXISTING VARIES
PAVER 2) EACH SAFETY WARNING SIGN SHALL WARN AGAINST SHALLOW A 3 AT 9" O.C.E.W.
FBC R410114A CONNECTIONS HEATERS SHALL BE INSTALLED WITH FLANGES PATIO WATER DIVING, PREVENTION OF DROWNING, AND INCLUDE THE 94 BOTTOM CENTERED
OR UNION CONNECTIONS ADJACENT 70 THE HEATER I POOL I FOLLOWING STATEMENT (THERE IS NO SUBSTITUTION FOR ADULT
CHILDREN. IT I5 STRONGLY RECOM- -I I- III= 1 I1 =1 1 I
FEY- 84101.15 CsAS PIPING: GAS PIPING SHALL COMPLY WITH FLORIDA EQUIPMENT SUPERVISION OF SMALL- 10.0' ENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPER- TYPICA I t' /�
BUILDING CODE. FUEL GAS SEPARATE PLANS AND PERMIT REQUIRED. 27' I WALL S ECT (ON
VISION BE TRAINED IN ARTIFICIAL RESPERATION AND / OR
MC 8410136 ELECTRICAL: ELECTRICAL WIRING AND EQUIPMENT SHALL PATIO 21 CO PATIO C.P.R. N.T.S.
COMPLY WITH CHAPTER 21 OF THE FLORIDA BUILDING CODE. NFPA 10, N.E.G.
EXCEPT ARTICLE 80. AND NFPA 10 NEC ARTICLE 680. A
- - @ RES DEN A /°�L - ! NOT:
WATER
FBC M4101J1 RESIDENTIAL StUIMMMG BARRIER REMIWMENt: RESIDENTIAL " n ,n ALL DOORS WITH ACCESS TO THE POOL THROUGH THAT WALL
SWIMMING POOLS SHALL COMPLY WITH SECTIONS FSC 84101.113 7HRU FBG I All ;
84101.11.1.14 EXCEPTION. A SWIMMING POOL WITH A APPROVED POOL COVER - 1:1 51 MAX. MAIN 'n v - SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN "ANTI- VORTEX MAIN DRAINS
COMPLYING WITH ASTM F 1346. -_ ` DRAINS W /APPROVED COVERS (ANSI /ASME
AUDIBLE WANING WHEN THE DOOR OR IT'S SCREEN IS BEING
112.19.8 -2001 (TYPICAL)
FBC 8410138 LADDERS AND STEPS POOLS MUST BE PROVIDED WITH A =I =III- r -' OPENED. THE ALARM SHALL SOUND CONTINUASLY FOR A
LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER EXCEEDS 24 il" POOL WALL - - MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND
INCHES DEEP. AND WHERE POOL WATER EXCEEDS 5 FEET IN DEPTH, A SLOPE (TYP) HY ROSTATIG ROCK BED BE CAPABLE OF EMMITTING A SOUND OF SUFFICIENT VOLUME TEE SEE ISOMETRIC FOR
LADDER, STAIRS OR 5WIMOUT/BENCH 15 REQUIRED. RE IEF VALVE 1 1/2" SIZE VARIES SUCTION PIPE SIZE
@ TO BE HEARD TO THE DWELLING. THE ALARM SHALL BE _
i ' }-� /� WELL POINT n p Z
FBC L IN
FAL EGTlONS ALL S 11` POOL INSTALLATIONS SHALL L ONG I TUDINAL S E C T ION SERVICE THE ( ALARM FOR M MEANS TO
OPENING. THE DEACTIVATTIIONCTIYATE m Y_ 12" TEE
BE C TED, AND D A LL REQUIRED SAAFETY Y BARRIERS AND PROTECTION
SYSTEMS REQUIRED BY COPE BE INSTALLED IN CONFORMITY WITH THE N MAX.
APPROVED PLANS. THE POOL SHALL BE COMPLETELY FILLED WITH WATER .T.S. 100' SWITCH SHALL BE LOCATED AT LEAST 34 INCHES ABOVE THE 1 %" VENT LINE SEE POOL
AND IN OPERATION PRIOR TO INSPECTION. THRESHOLD OF THE DOOR PLAN FOR LOCATION
FBC R41020 POOL FILTER£i THE ENTIRE DESIGN OF MATCHED COMPONENTS
SHALL HAVE A SUFFICIENT CAPACITY TO PROVIDE A COMPLETE TURNOVER
OF POOL WATER WITHIN 12 HOURS. MAXIMUM 30' -0" FROM I POOL /SPA DRAINS
FBC R410121.4 HYDROSTATIC RELIEF VALVE IN AREAS OF ANTICIPATED a 0
WATER TABLE AN APPROVED HYDROSTATIC RELIEF DEVICE SHALL BE PVG GOND. WITH L INE R n n
INSTALLED. 2 " 10 HOT D E TA I L
1 r 10 GROUN INTERMATIC T -4004
FBC R4101213 POOL INLETS FITTINGS THERE MUST BE AT LEAST ONE 1 + 10 NEUTRAL RT3 POOL PANEL N.T.S.
APPROVED MANUFACTURED INLET FITTING PER 300 SQ. FT. OF POOL 200AMP PANEL. . AREA FOR THE RETURN OF RECIRCULATED POOL WATER. 200A
2P 20A POOL DISCONNECT
FBC 4101.63 PIPING INSTALLATION: ALL PIPING SHALL BE INSTALLED IN BREAKER FEEDING INSIDE PANE TIME CLOCK 75.00
STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION. SCHED. 40 POOL UNDERGROUND 4" THICK REINFORCED 1. BEARING N.SF. APPROVAL. PRIMER AND GLUE ON EXPOSED A50VE GROUND EXISTING BREAKERS ELECTRIC LINE ._ CONCRETE SLAB PER
PIPING NOT REQUIRED 70 BE COLORED. METER IS" �I I- III =III III III= R13Z, 18203
300W PATIO
REI CIW STEEL SHALL CONFORM TO A.S.T. 1. 615 GRADE 40. WP GFI 10' 70 20' TRANSFORMER
F.P.L. FROM WATER 1
G POOL CONCRETE WILL BE PNEUMATICALLY APPLIED WITH 1. POOL PUMP 2 "12 - 1 "12 GROUND N.E. 101ST S TREET _ WATER
A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. 2 « 12 - ``: -
2. CHLORINATOR 2 0 12 - 1# 12 GROUND PUMP
- III =I : ^;� � TILE TOP MOTOR(S)
48" MIN. - III ':
FILTER OPTIONAL
TMPEQ>a?! POOL OR SPA SHALL NOT EXCEED Ca1Z�ID. u
D 102' FAHRENHEIT. DECK '�` - 'C _ ... HEATER
LEVEL L _ OR FRONT
POILER LINES- OVERHEAD ELECTRIC: LINES SHALL B LOCATED A MINIMUM 8" MIN SEE TYPICAL - EDGE N07E: ANCHOR BOLTS THROUGH BASE
18 MIN. I (1 3 /4" X 31 9 (TAP CON) FOR PUMP 4 FILTER
OF 10 FT. FROM POOL WATER'S EDGE. AND UNDERGROUND ELECTRICAL WALL SECTION
POWER LINES SHAL_ I BE LOCATED A MINIMUM OF 5 FT. FROM THE POOL
BELOW JUNCT. LEGAL DESCRIPTION: FOR SPECS. I =I CHEATER SHOWN AS OPTIONAL)
� .
WATER'S EDGE OR IN ACCORDANCE WITH NFIIA - 10 N.E.G. ARTICLE 680. WATER BOX ALL POOL EQUIPMENT BONDING I- - - (4) It12" ANGLE BRACKETS (GAS)
I" NON - CORROSIVE TOGETHER WITH 0 8 SOLID WEST Of LOT 5 4 6 BLOCK 34 -- l4J 2Vj" ANGLE BRACKETS CHEAT PUMP)
CONCf!M'TE SLABS ALL POOL EQUIPMENT 5LA55 SHALL COMPLY WITH CONDUIT AN AMENDED PLAT OF MIAMI SHORES SECTION ONE WITH (4) 1 X a" TAP CON AND (4) t-_" SELF
SECTION 18203 OF THE FLORIDA BUILDING CODE 2004 EDT. ZI) 12V 30OW LIGHT (POOL) PLAT 300K: 10 PAGE 10 S IOUT DETAIL TAPPING SHEET METAL SCREWS.
HANDHOLD NOTE CERAMIC AN51 -NSPI ARTICLE SECTION 15.13 A SECURED ROPE NTS W/ LOW WATER CUT OFF DEVICE NOTE: DADE COUNTY DETAIL 115 CCOMPLIANT WITH FL. BLDG. COD 301.13
OR : T PLACED OR NO MORE THAN 12 INCHES ALL ELECTRICAL SHALL EQU I I 1 TENT ANCHORING
ABOVE THE NCRMAL WATERLINE OF THE POOL. 1_20 AMP G.B. POOL PUMP/CHLORINATOR: 10 AMPS s 220 VOLTS IN POOL AREA GROUNBD 680 N.T.S.
1 -I5 AMP C.B. LIGHT.- 3 AMP50 120 VOLTS ALL BOXES, RAILS, LIGHT, SI PLAN
MOTOR, £CT. W/ WIRE 1" 20'
ELECTRICAL RISER DIAGRAM
IPE SIZE AVERAGE VENT PIPE MAX. LENGTH WAYNE MARI<HAM BENNETT
INCH FLOW E5 L GPM SIZE
IN FEET
PROFESSIONAL ENGINEER
2" 60 l /z" 13'
2"15 1 12" 92'
2 1/2" 100 1 k " 122' 235 SOUTH FEDERAL HIGHWAY SUITE 109
2 1/2" 110 1 12 " 135' DEERFIELD BEACH, FLORIDA 33441
21/2" 135 1 " 165' 954.818.3825 P.E. 57216
TOP OF POOL OR SPA WALL, - 3 . 1 175 1 214'
SEE PLAN WHICHEVER IS HIGHER T OTE: THE VE NSTEM WILL LIMIT R7 70
TH E
12" 12 18" PATIO O.C. AN G ORED 70811 EX1571NG HOUSE AMAX. OF 4.5 INCHES SUCTION MERCURY.
SLAB W. %" WEDGE FLOOR OR EXIST.
WATTIFR _ - ANCHOR AND NAILED PATIO OR PORCH 60 GPM /60 X 7.48 = 0.13369 CUBIC F.P.S. FLOW X
111771 70 SHORING W. 2 -16d
,• 3 SEC. (PER CODE) =MAX SIZE OF OPENING.
4 EQUAL I -II' WATg_ GRADE NATIONWIDE POOLS
RISERS 12" 1 5 , +«' 0.13369X3= 0.4011 CUBIC FT. AREA OF I' VENT 1923 N.W. 40TH COURT
MAXIMUM I - I �i- POOL - I . '' '" -I I =1 I - III -I I I = I I I= LINE = 00545 S.F. OF THE ALLOWABLE LENGTH POMPANO BEACH, FLORIDA 33064
III = WALL III - I -� I ' =0.4011 X0545 = 13.6 FEET.
1 =111' 11 -111 -1 - -I I 1+/2" PIPE FROM
DRAINS PENT LINE CALCS_
NOTE: SHEETING 70
•. •,° I � PLYWOOD SHEATING ON N.T.S.
REMAIN IN PLACE UNTIL 2" X 4" VERTICAL BRACE VENT LINE 70 BE LABELED " POOL
- III- BACKFILL • 48" O.G. DRIVEN INTO SAFETY DEVICE DO NOT HANDLE"
EXISTING GRADE
DATE: 5 -28 -09
(NOTE: STEP STEEL NOT REQUIRED.) li l 111 -III VENT LINE DETAIL
N.T.S. ORDER•
STEP DETAIL SI- IEETING DETAIL
N.T.5. IF NEEDED N.T.S. DUXs BY: N.A.5.
200 SF. JANDY CARTRIDGE FILTER NA S. • 097665 -69
PRESSURE GAUGE AND
AIR RELIEF VALVE let REV.
2nd REV RE
3rd v.
5ONDING GRID NOTE
�9 POOL PUMP 2 HP, PER N.E.C. 68026(C) 4tH REV.
90 GPM AT 60'
0
y I TDH SELF - PRIMING SINGLE SOLID * 8 ALLG BONDING WIRE 15 TO BE PLACED
I DRAUL IC U COMPUTATIONS ��, W /APPROVED TYPE AROUND THE PERIMETER 18" 70 24" FROM THE POOL WATER'S � REV
HAIR AND LINT EDGE AND PLACED 4" TO 6" BELOW GRADE. THE CONNECTION /�
OOL FLOOD CREST ELv. FOR AREA 7.0 M5L ?od- STRAINER NOTE: VENT LINES) NOT WELDING OR L PRESSURE C NNECTORS OR CLAMPS POOL PL. ,4 N I= � 5121ro BENNETT
1
TOP OF POOL EL V. SHOWN IN THIS DETAIL SEE THAT ARE LABELED AS BEING SUITABLE FOR THIS PURPOSE
= 10.86' MSL ��_ AND ARE OF STAINLESS STEEL, BRASS, COPPER OR COPPER
�C� " DRAIN DETAIL FOR ALLOY.THIS SINGLE SOLID «8 AWG WIRE WILL EXTEND UNDER IVAN ASTRALAGA
BOTTOM OF POOL ELv. = 586' MSL � ,
VA LINE W. ADDITIONAL INFORMATION CONCRETE, PAVERS, AND UNPAVED 5UWACES. Z�LI N I015T STR
HYDRAULIC HEAD = 1-14' i4' }
ryIs ti APPROVED COVER MIAMI SHORES, I 33138
ALLOWANCE HYDROSTATIC VALVE = -2.0' PER 84101.6.6.5
LEGAL DESCRIPTION:
NET HYDRAULIC HEAD = -0.86 PIPI 1 SOM E T R I .0 LOT: W 1 /2 OF LOT 5/6 BLOM 34
USE MIN. 6" THICK CONCRETE FLOOR SLAB AN AMENDED PLAT OF MIAMI SHORES SECTION ONE
N.T.S. -
P,8 10 PAGsE= 70
DADE COUNTY 5 -29 -09
Emma
NFE N O T EH G J
R ORIDA 1 C or 2009 FBG CHAPTER R41: SWIMMING POOLS AND ALL }� /� pp p I GoPINCs SLOPE 1 /8 " =1 '
APPLICABLE COUNTY AND CITY CODES SHALL GOVERN. 19.00' OU TDOOR 1� NOTES=
_ _ _ _ SWIMMING POOLS d SPAS SHALL BE PROVIDED WA TER ---TILE •f III - III - III - III - 11=
AN WORKMANSHIP SHALL BE THAT SHALL BE INSTALLED -
ENir 1N�ERiNr3 r�ESirr�, DESIGN, CONSTRUCTION D WITH A PERMANENT BARRIER ,
4" X 8" BOND
IN CONFORMITY WITH ANSI -NSPI3 THRU ANSI - APSP -1
� INSPECTED AND APPROVED. PRIOR 70 PLASTERING OR BEAM W. 2 " 3 IGK
GON7INOUS •
INTERLOCKING BR
F18G 84f01.63, WATER VELOCITY: POOL PIPING WILL BE DESIGNED 50 CHILD FILLING WITH WATER SUCH PERMANENT BARRIER SHALL BE PAVERS SET IN SAND
THE WATER VELOCITY DOES NOT EXCEED 10 F7. PER SECOND. FOR PRESSURE FENCE
" 3 STEEL + ON COMPACTED FILL
AND 8 FT. PER SECOND FOR 5UC71ON PIPING, EXCEPT THAT IN ACCORDANCE WITH FLORIDA BLDG. CODE LATEST EDITION. PLACED AT
WA7ER VELOCITY WILL NOT EXCEED 8 FT. PER SECOND IN COPPER TUBING. SOIL- PER FBG 8440422 AND UPON RA ARE ANALYSIS, THROUGH EVALUATION AND 12" OC.EW
KNOWLEDGE OF OTHER PROJECTS IN THIS AREA, 17 IS DETERMINED THE ALLOWABLE
MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH AN51 /AP5P 1 SOIL BEARING CAPACITY IS A MINIMUM OF 2000 P.SF. FOR THIS PROJECT. IF DURING 1133' 36.61' �+ 3" CLR 3" CLR
EXCEPTION: JET INLET FITTINGS NOT SUBJECT TO THIS REQUIREMENT EXCAVATION DIFFERENT CONDITIONS ARE FOUND, THE POOL CONTRACTOR AND OR W A R N I N G 5IGNJ:
HOMEOWNER WILL TAKE ALL STEPS 70 REMIDY THE SITUATION AS WELL AS 70 NOTIFY 1) ALL SWIMMING POOLS AND SPAS AND H07 TUB AREAS
�8C 84101553 ENTRAPMENT AVOIDANCE: POOLS AND SPAS WILL HAVE A ALL PARTIES INVOLVED. SOIL CLASSIFICATION FOR THIS SITE 15 SANDY WITH ROCK. I W.P.GF.I. I '�: ' STEELTEX FORM OR
BACK UP SYSTEM THAT PROVIDES VACUUM PROTECTION SHOULD GRATE SHALL BE PROVIDED WITH A PERMANENT SAFETY WARNING APPROVE POOL MASONITE OR MIN. 1 /8"
COVERS BECOME M1551NG OR INOPERATIVE. VACUUM PROTECTION DEVICES POOL FINIS
SIGN IN A READILY VISIBLE LOCATION FROM THE POOL
SHALL CONSIST OF ONE OF THE FOLLOWING PER ANSI -APSP 1 PLYWOOD
AREA. (APPENDIX F AN51/N5PI 8/95)
1. APPROVED SAFETY VACUUM RELEASE SYSTEM (SVRS) i`
19 -08' RADIUS
2. APPROVED VENT PIPING. EXISTING VARIES
3- OTHER APPROVED DEVICE OR MEANS. PAVER 2) EACH SAFETY WARNING SIGN SHALL WARN AGAINST SHALLOW .3 AT 9" O.C.E.W.
FBG R4101b83 CLF_ANEB FITTINGS: WHERE PROVIDED, THE VACUUM OR PATIO WATER DIVING, PREVENTION OF DROWNING, AND INCLUDE THE _ BOTTOM CENTERED
PRESSURE GLEANER FITTING(S) SHALL BE LOCATED AT LEAST 6 INCHES AND FOLLOWING STATEMENT (THERE IS NO SUBSTITUTION FOR ADULT `� +
OL
NOT GREATER THAT 12 INCHES BELOW MIN. OPERATING WATER LEVEL OR AS I PO
EQUIPMENT SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY REGOM- I
AN ATTACHMENT 70 THE SKIMMER CLEANER FITTINGS SHALL BE PROTECTED ,, I /�
BY AN APPROVED, PERMANENTLY INSTALLED, SELF CLOSING DEVICE. 21' 10.0' I ENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPER- TYPICAL Wf�cL L.. SfE CT I OI �I
VISION BE TRAINED IN ARTIFICIAL RESPERATION AND / OR
FBG 841049 VALVES ALL VALVES ON POOL PIPING SHALL CONFORM TO PATIO 21 PATIO C.P.R. N.T.S.
SECTIONS FBG R41018.1 THRU FBG 84101 -8.4
FW R401.6b4 SUCTION INLETS PER PUMP A MIN. OF TWO SUCTION INLETS 0 ALARM NOTE:
SHALL BE PROVIDED FOR EACH PUMP IN THE SUCTION INLET SYSTEM, WATER Q RCS DENCE A
' ' � ` ALL DOORS WITH ACCESS TO THE POOL THROUGH THAT WALL
SEPARATED BY A MINIMUM OF 3 FEET. OR LOCATED ON TWO DIFFERENT ( II SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN "ANTI- VORTEX MAIN DRAINS
PLANES. SUCTION LINES SHALL BE PLUMBED SO THAT WATER 15 DRAWN THRU I:1 5LP. MAX. MAIN =n `t
THEM SIMULTANEOUSLY THRU A COMMON LINE TO THE PUMP- I AUDIBLE WARNING WHEN THE DOOR OR IT'S SCREEN IS BEING W 1 APPROVED COVERS (ANSI /ASME
'•, DRAINS 112.19.8 -2001 (TYPICAL)
OPENED, THE ALARM SHALL SOUND CONTINUASLY FOR A
FBG R410114A CONNECTIONS HEATERS SHALL BE INSTALLED WITH FLANGES -Iii I I I
MINIMUM OF 30 SECONDS AFTER 7NE DOOR IS OPENED AND
OR UNION CONNECTIONS ADJACENT TO THE HEATER 11' POOL WALL
SLOPE (TYP) ROCK BED BE CAPABLE OF EMMITTING A SOUND OF SUFFICIENT VOLUME TEE SEE ISOMETRIC FOR
HYDDROSTATIC 7p SUCTION PIPE SIZE
FBG R4)01.5 GAS PIPING GAS PIPING SHALL COMPLY WITH FLORIDA RELIEF VALVE 1 1/2" SIZE VARIES 0 TO BE HEARD TO THE DWELLING. THE ALARM SHALL BE
BUILDING CODE. FUEL GAS SEPARATE PLANS AND PERMIT REQUIRED. WELL POINT eZ
`' m 200A EQUIPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE
FBG 84101.16 ELECTRICAL ELECTRICAL WIRING AND EQUIPMENT SHALL
L O N GITUDI N AL S CT ( ®1 �l SERVICE THE ALARM FOR A SINGLE OPENING. THE DEACTIVATION Y_ 12" TEE
MAX.
COMPLY WITH CHAPTER 21 OF THE FLORIDA BUILDING CODE. NFPA 10, N.E.G. SWITCH SHALL BE LOCATED AT LEAST 34 INCHES ABOVE T4-4E 1
E 'r
EXCEPT ARTICLE 80. AND NFPA 10 N.E.0 ARTiCLE 680. N.T.S. 100' 2 VENT LINE SEE POOL
THRESHOLD OF THE DOOR PLAN FOR LOCATION
Me R4I011T RESIDENTIAL SLIMING BARRIER REWIREMENT: RESIDENTIAL
SWIMMING POOLS SHALL COMPLY WITH SECTIONS FBC R410U13 THRU FBG
84101.11.1.14 EXCEPTION: A SWIMMING POOL WITH A APPROVED POOL COVER`
...I ^ 94` MAXIMUM 30' - 0" FROM
COMPLYING WITH AStM F 134b. I I ,- 4 ". �� POOL /SPA DRAINS
FAB• R440118 LAAMERS AND STEPS POOLS MUST BE PROVIDED WI744 A WATER
zE °(
LADDER EE STEPS IN THE SHALLOW END WHERE THE WATER EXCEEDS 2 4
2 10 HOT w DR AIN O Tf�t I
INCHES DEEP. AND WHERE POOL WATER EXCEEDS 9 FEET IN DEPTH, A " PVG COND. WITH LINE '�;\!.�`•'
LADDER, STAIRS OR 5WIMOUT/BENCH IS REQUIRED.
�.
1 " 10 GROUN INTERMATIC T -4004 w iaf ° `6. N.T.S.
FBG R4I01.l9 FINAL INSPECTIONS: ALL SWIMMING POOL INSTALLATIONS SHALL I " 10 NEUTRAL RT3 POOL PANEL
BE COMPLETED, AND ALL REQUIRED SAFETY BARRIERS AND PROTECTION 200AMP PANEL. 200A
SYSTEMS REQUIRED BY GODS BE INSTALLED IN CONFORMITY WITH THE 2P 30A DISCONNECT
APPROVED PLANS. THE POOL SHALL BE COMPLETELY FILLED WITH WATER BREAKER FEEDING �}
19.00'
AND IN OPERATION PRIOR TO INSPECTION. INSIDE PANEL TIME C LOCK UNDERGROUND
POOL 4" THICK REINFORCED
ELECTRIC LINE .. 4 ) CONCRETE SLAB PER
FBG R410120 POOL 1 E7ER FILTERS THE ENTIRE DESIGN OF MATCHED COMPONENTS EXISTING 1 ' BREAKERS PA71
p.' 18 ' FB -G. 18203
AT 10
W
SHALL HAVE A SUFFICIENT CAPACITY 70 PROVIDE A COMPLETE TURNOVER 2. 300
o D
O WATER WITHIN 12 HOURS. WP GFI 10 t0 20 TRANSFORMER
OF POOL s _
F.P.L. FROM WATER N. 101ST STREET WATER
p 3C g401214 WyDROSTATIG RELIEF VALVE IN AREAS OF ANTICIPATED I. POOL PUMP 2 " 12 - 1# 12 GROUND I _ 13
WATER TABLE AN APPROVED HYDROSTATIC RELIEF DEVICE SHALL BE 2 0 12- r GHLORINAtOR 2 12 - I r - I = FILTER OPTIONAL PUMP
INSTALLED. POOL 48" MIN I * 12 9. 2. 12 GROUND I III TILE TOP HEATER M070R(S)
DECK L Gp _ OR FRONT
FBG 84101219 POOL INLETS FITTINCsB: THERE MUST BE AT LEAST ONE LEVEL I L EDGE NOTE: ANCHOR BOLTS THROUGH BASE
APPROVED MANUFACTURED INLET FITTING PER 300 SQ. FT. OF POOL 8" MIN. SEE TYPICAL i (1 3 /4" X 3 ") (TAP CON) FOR PUMP d FILTER
SURFACE AREA FOR THE RETURN OF RECIRCULATED POOL WATER IS" MIN WALL SECTION
= (HEATER SHOWN AS OPTIONAL)
BELOW JUNCT. LEGAL D ESCRIPTION_ FOR SPECS. (4)1 ANGLE BRACKETS (GAS)
PBG 44101k-% PIPING INSTALLATION ALL PIPING SHALL B£ INSTALLED IN BOX ALL POOL EQUIPMENT BONDING �r "
WATER (4) 2 2 ANGLE BRACKETS CHEAT PUMP)
: I - � i �-� i
STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION. SCHED. 40 i" NON - CORROSIVE TOGETHER WITH * 8 SOLID WESrt tie OF LOT 9 d b BLOCK 34
BEARING N.S.F. APPROVAL. PRIMER AND GLUE ON EXPOSED ABOVE GROUND CONDUIT AN AM =NpEZ) PLAT OF S
TAPPING S MIAMI SHORES SECTION ONE L'' I }� y- WITH l4) 1 X 1 HEET 6 METAL SCREWS.
" TAP CON AND (4) r2" SELF
PIPING NOT REQUIRED TO BE COLORED. PLAT 1300K: 10 PAGE 70 S W I I I OU I DET
Zu 12V 30OW LIGHT (POOL) DADE COUNTY DETAIL 15 COMPLIANT WITH FL. BLDG. CODE 301-13
REINF NG I
ORCI STEEL: SHALL CONFORM TO A.S.T. . 615 GRADE 40. W/ LOW WATER GUT OFF DEVICE NOTE: /� `' 1�iI-- I N
ALL ELECTRICAL- SHALL
N.T. EQU f�
ENT CORI1�4G
CONFORM W/ N .E.C. ART. 680 u75 _
r
rr�SetE POOL CONCRETE WILL BE PNEUMATICALLY APPLIED WITH 1 -20 AMP G.B. POOL PUMP /CHLORINATOR : 10 AMPS ®220 VOLTS
IN POOL AREA GROUND SITE PL.4N
A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.51 1 -15 AMP C.B. LIGHT: 3 AMPSg 120 VOLTS ALL BOXES, RAILS, LIGHT,
MOTOR, EGT. W/*8 WIRE I" = 20'
TEMMRATU POOL OR SPA SHALL NOT EXCEED 102' FAHRENHEIT. J /� /� g��/' I t`l�HA I }.� 5E: poMg LINES - OVERHEAD ELECTRIC LINES SHALL BE LOCATED A MINIMUM /� g� g� /� IPE 517£ AVERAGE VENT PIPE MAX. LENGTH WA`i'NE 1�f-�E:
OF 10 F7. FROM POOL WATER'S EDGE. AND UNDERGROUND ELECTRICAL E L E CTR I CA L I� I SrE fR O 14G ( SAM INCHES FLOW GPM SIZE IN FEET PROFESSIONAL ENGINEER
POWER LINES SHALL BE LOCATED A MINIMUM OF 5 FT. FROM THE POOL
2" ro 1r2" 13'
WATER'S EDGE OR IN ACCORDANCE WITH NFPA 10 NP.G. ARTICLE 680- 5
2 " 15 1'i " 92'
CoNcilEm dam ALL POOL EQUIPMENT SLABS SHALL COMPLY WITH 2 1/2" 100 122' 239 SOUTH FEDERAL HIGHWAY SUITE 109
SECTION 18203 OF THE FLORIDA BUILDING CODE 2004 E DEERFII =LD BEACH, FLORIDA 33441
2 1/2" 110 1 139' 954.818.3829 P.E. 51216
HANDHOLD NOTE: ANSI- N51=1 -5 ARTICLE XV SECTION 19.13 A SECURED ROPE 2 112" 139 1 169'
OR CERAMIC HANDHOLD MUST BE PLACED AT OR NO MORE THAN 12 INCHES 3" 115 t " 214'
ABOVE THE NORMAL WATERLINE OF THE POOL. TOP OF POOL OR SPA WALL,
SEE PLAN
WHICHEVER IS HIGHER NOTE: THE VENT SYSTEM WILL LIMIT THE -
2" X 4" BRAGS g 48" TRANSMISSION OF SUCTION AT THE OUTLET 70
O.G. ANCHORED TO EXISTING HOUSE A MAX. OF 4.5 INCHES OF MERCURY.
SLAB W. 1 r2" WEDGE FLOOR OR EXIST_
ANCHOR AND NAILED PATIO OR PORCH
60 GPM /60 X"1.48= 0.133& CUBIC F.P.S. FLOW X NA TIO NW IDE I I p
TO SHORING W_ 2 -I(od 3 SEC. (PER CODE) =MAX SIZE OF OPENING. NATIONWIDE POOLS
12" 12" IS" PATIO WA TT$ GRADE
0.13369X3 = 0.4011 CUBIC FT. AREA OF I" VENT 1923 N.W. 40TH COURT
POOL ' - I 1 =1 I I 1 =I C -I II III- LINE= .00945
WA 5F. OF THE ALLOWABLE LENGTH POMPANO BEACH, FLORIDA 33064
- WALL IIIIIIIII 'I�_IIIII lr2" PIPE FROM =0-4011-00545 = 136 FEET.
I�I DRAINS VENT L INS CALCS.
4 EQUAL
RISERS 12" III- NOTE: SHEETING 70 PLYWOOD 5HEATING ON VENT LINE 70 BE LABELED " POOL
MAXIMUM = i- REMAIN IN PLACE UNTIL SAFETY DEVICE DO NOT HANDLE" NT -S.
2" X 4" VERTICAL BRAGS
I I BAGKFILL 48" O.G. DRIVEN INTO DATES 5 - 28 - 09
EXISTING GRADE
a
I i VENT LINE DE=TAIL ORDEW
DE L
- - - SI- IEETINC� DE , - _
-111-
DIlR3 B N.A.S.
IF NEEDED N.T.S.
(NOTE: STEP STEEL NOT REQUIRED_) N. + 0916 6 9 -6 9
200 S.F. JANDY CARTRIDGE FILTER
STEP D F_ TA I L PRESSURE GAUGE AND 108 REV.
N.T.S. AIR RELIEF VALvF
2rld REV
0
sly ° 3rd REV.
POOL `� BONDING G-cRID NOTE:
V,!kb 90 GPM AT - PER N£ -C- 6150-2&(C) 4 1 V
C\
TDH SELF PRIMING SINGLE SOLID 8 AWG BONDING WIRE IS TO BE PLACED
' 1 /� I t V GO W /APPROVED TYPE AROUND THE PERIMETER 18" TO 24" FROM THE POOL WATER'S
P°T Std 1V
C) fRAUL I C UPLIFT COMFUA
TT I CNS 6
HAIR AND LINT EDGE AND PLACED 4" TO " BELOW GRADE. THE CONNECTION
V� STRAINER TO POOL SHALL BE IN FOUR LOCATIONS BY EXOTHERMIC WAYNE MARK14,4M BENNETT,
f ad- WELDING OR BY LISTED PRESSURE CONNECTORS OR CLAMPS i=OoL_ i= L_ .41 1 1 P.E. * 91210 e
FLOOD CREST ELv_ FOR AREA = 7.0 M5L NOTE: VENT LINES) NOT THAT ARE LABELED AS BEING SUITABLE FOR THIS PURPOSE
g SHOWN IN THIS DETAIL SEE
TO /� /� y-� /� / �� A P OF POOL ELY. = 326 MSL \� STAINLESS STEEL, BRASS, COPPER OR COPPER I VAN AS 1 RALAG k l
J� DRAIN DETAIL FOR AND ARE OF STA
o F�' t ,\a �¢ ALLOY.tHIS SINGLE SOLID 8 AWG WIRE WILL EXTEND UNDER i ,{ *� t y- -
BOTTOM OF POOL ELV. = 489 MSL � \� )P \ ADDITIONAL INFORMATION CONCRETE, PAVERS, AND UNPAVED SURFACES. ` ' { 25�} I :V 10 -ISST S I �E
- VACUUM LINE W. MIAMI SHOI�S FL. 33138 '
HYDRAULIC HEAD = I -15 � 1 APPROVED COVER ,
ALLOWANCE HYDROSTATIC VALVE _ -2 -0' PER R4101.6b.5 LEGAL DESCRIPTION:
NET HYDRAULIC HEAD = -0-8B, F I I - I NG ISOMETRIC LOT= W S LO7 BLs 34 y
USE MIN. 6 THICK CONCRETE FLOOR SLAB AN AMEND ED PLAT T OF MIA SHORES SECTION ONE
t
N.t.S. P$ 10 PAGE 10
DADE COUNTY 9-29 -09
, PERMIT 0.6
M IAMI SHORES VILLAGE
APPROVED ;SATE
ZONING --
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<- SUBJECT To Co m� ?LIANCE MTH A°•_L FEDERAL
T� AN D COUNTY R€�LES AND REGULATIONS
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