BPP-09-1535_Plans -- POOL SPE Its I C ATI O NS
SIZE: 15' X 30'
DEPTih 3' To 6'
PERIMETER: 50 L.F.
CLALLONSt I AREA: 355 SF_
I r
TURNOVER RATEs1.5 HR5.
I2' - m" PUMP SIZE/MODEL: 2 H.P. JANDY
FILTER TYPE/MODEL: GS - 200 JANDY CARTRIDG=E
RECIRCULATION INLETS: 3 + 2 FLOOR
I 0 0 SfGIMMERfBk I
� LIGHT(SJ= 12V COLOR
HEATERrrYrE/SIZEs AE -2500 JANDY HEAT PUMP
� Pef'"-W RE NTS: VACUUM LINE= YES
"� _SELF-LOCKING
���� ° � y � F-� i p� g` CHLORINA70RMODEL/TYPEz AQUAPURE SALT
G
12" RAISED PEDESTAL SPA F E tea'. 4` HIGH (MIN.) iZ0°�EtTEs NO
WITH COLOR LIGHT, (o THERAPY CHILD FENCE AND NOEvi IMBASLE FEED LINES NO
JETS, DRAINS, ENTRY STEP, 24" WIDE AROUND POOL a.� � ., ,g
SPILLWAY TO POOL AND 10" THICK PERIMETER SUPPLIED IF NEIGH eBO - S REMOVE FEN BUBBLER% NO
BEAM FOR PI
.r N r-
i PING PREPLUMB. BY OWNER. WALL, C -IN R MUST REPLACE LION HEAD: No
vk � w H o A 4' FEN ON
VE DECK JET. No
VAN q`°S3 'PROPERTY
--- ____ -- LINE _`
cge e��` :'r ' c..z �"
SHEER DESCENT.• NO
i9 ITZE NO
— -- — 1� SPR R% THERAPY JETS= No
� m
/ SKIMMER COLOR
COPING TYPE: BULLNOSE BRICK
LIGHT
HANDHOLD TY CERAMIC
PES
/ ANTI - VORTEX ��� j� TILES 6"
MAIN DRAINS /i \
INTERIOR FINISH: RIVERROCK
INLET �, i � , SLUIMOUT SIZE- 15"
DECK TYPE: PAVERS
DEEP ��� 3' I0' -6° EXIT RAILING% No
' HANDH D
°
� i I AUTOMATION TYPE= NO
10" 1 ,. '
g � POOL ENCLOSURE: CHILD FENCE BY OWNER
O
PATIO FOOTERS: NO
111/= // DECK -O- DRAIN: No
e/ 18° RECESSED
VENT � � 24" WIDE I I MISC= OVERFLOW LINE.
LINE /— SPILLWAY FLOOR 5WIMOUT WITH
v
RETURN TILED EDGE NOTE: PRIOR TO THE INSTALLATION OF ANY FOOTING FOUNDATION
i' SYSTEM FOR NEW BUILDINGS, STRUCTURES OR ADDITIONS,
THE BUILDING OFFICAL SHALL BE PROVIDED WITH A
SEALED LETTER STATING THE ALLOWABLE BEARING
HAND LD \„ / / I CAPACITY BY THIS ENGINEER.CPER FBC 2001 SECTION 4404.22)
III
3'R / / I
A LINE W.
A D COVER
l� ER R4 1.6.6.5 /
I
SEE PIPING
/ SCHEMATIC
FLOOR I AND S ZES
3' RETURN
I I '
1 I li
I I I
DEEP
\ / ---- - - - - -- - - - - -- -------- ------ - - - --= W,4` NEE i"IAR<1 -4A1"I
-------------------
1oINTT P._
PROFESSIONAL ENGINEER " 5216
265 SOUTH FEDERAL HIGHWAY ST. 109
DEERFIELD BEACH, FLORIDA 33441
EXIST. POOL
A/C EQUIPMENT
UNIT
i
I NATIONWIDE POOLS
WF�F1 LANDSCAPE SCREEN 1923 N.W. 40TH COURT
OUTLET EQUIPMENT PER CODE POMPANO BEACH, FLORIDA 33064
EQUIPMENT LOCATION
AND CONFIGURATION
MAY DIFFER IN FIELD.
EXISTING STEPS DATE. 9 -1 -¢9
AND PATIO ARI=A ---
545
VVI ELY: NA.5.
N.4S • 091J65. 115
'bt f�eV-
trod R;:V
12' -4"
11
.. 3rd REV.
4th REV.
5th REv.
f L PL- 1=0 P WAYNE 5 216 HAM BENNETT
I JOAQUIN FERNANDr=Z
341 N.E. 104TH STREET
I POOL PLAN MIAMI SNORES, FLORIDA 33138
RE S I D ENCE SCALE: 1/4 " -1'
LEGAL DESCRIPTION:
LOT: 19 GLOM 11
MIAMI SHORES SECTION FIVE
P.B. 10 PAGEs 41
DADE COUNTY 9 -4 -09
o
l�
CCCCC�
WATER METER IN POO SPE C I F I GAT I ONS
NORTl 4WEST SIZE: 15' X 30'
CORNER OF
PROPERTY
DEPTH: 3' TO 6'
PERIMETER 80 L.F.
AREA: 355 S.F.
GALLON& 11,949 GAL.
TUR40VER RATE: 1.89 HRS.
12' -0" PUMP SIZE/MODEL: 1 H.P. JANDY
FILTER TYPE/MODEL: C5-200 JANDY CARTRIDGE
POOL GATE REQUIREMENTS: RECIRCULATION INLETS= 3 + 2 FLOOR
0 -
a Access &QMMER(Sh I gates must open outward LIGHT(Sh 12V COLOR
away from the pool area,
be self - closing /self-locking, HEATER/TYPE/SIZEs AE -2500 JANDY HEAT PUMP
device located on pool side of the gate VACUUM LINE: YES
and located no less than 54" CHLORINATOR MODEL/ Y`PE= AQUAPURE SALT
12" RAISED PEDESTAL SPA 3 , from bottom of gate. ROSETTE: NO
WITH COLOR LIGHT, 6 THERAPY CHILD FENCE FBC 424.2,17, 1,0
JETS, DRAINS, ENTRY STEP, 24" WIDE AROUND POOL
FEED LINE: NO
SPILLWAY TO POOL AND 10" THICK PERIMETER SUPPLIED
�I�BLER NO
BEAM FOR PIPING PREPLUI -15. BY OWNER.
LION HEAD: NO
I _
M E VENT
LINE DECK JET: NO
SNEER DESCENT: NO
9 \ SPRITZER No
THERAPY JETS: No
COLOR
SKIMMER LIGHT — �� COPMG TYPE. BULLNOSE BRICK
HANDHOLDIYPB: CERAMIC
/ u �
/ ANTI - VORTEX i� y
TILE: 6"
i II
MAIN DRAINS �i INTERIOR FMISI -h RIVERROCK
INLET 6, i�
8WA"tOUT 9128: IS"
CTYP) i I
DECK TYPE: PAVERS
/ IS' -2' DEEP EXIT RAILING: NO
HAND D �
AUTOMATION TYPE. NO
3�_4 "R POOL ENCLOSURE: CHILD FENCE BY OWNER
>� I
PATIO FOOTERS: NO
DECK -O- DRAIN: No
VENT 24" WIDE iS, 18" RECESSED
LINE // E SPILLWAY FLOOR SWIMOUT WITH MISQ OVERFLOW LINE-
RETUFq N TILED EDGE NOTE: PRIOR TO THE INSTALLATION OF ANY FOOTING FOUNDATION
1' SYSTEM FOR NEW BUILDINGS, STRUCTURES OR ADDITIONS,
\ THE BUILDING 01F ICAL SHALL 51= PROVIDED WITH A
SEALED LETTER STATING THE ALLOWABLE BEARING
HAND LD \,\ P / / CAPACITY BY THIS ENGINEER.(PER FBC 200 SECTION 4404.22)
I 3'R
/ I!
A LINE W.
A D COVER
ER R4 1.6f65 /
SEE PIPING
SCHEMATIC
FLOOR
FOR DETAILS RETURN AND SIZES
I I I I
I I I I I I
' 300 SQUARE
3' -0"
I I ,
FOOT DRAINFIELD
DEEP ----- - - - - -- AREA SEE SITE PLAN
\ Il Q' / - - - - -- - - - - - -- -- - - - - -� FOR LOCATION
I L�---------- - - - - -- UJ,4`l'Nr= 1"IAR1G1 4.4M
- --- - - - - -- -- - - - - -- -- - -- --- -- ----- - ----- - - - - -- E5ENNr=TT P.E.
PROFESSIONAL ENGINEER 0 57216
265 SOUTH FEDERAL HIGHWAY ST. 109
EXIST. POOL DEERFIELD BEACH, FLORIDA 33441
T i 6
r A/C EQUIPMENT
UNIT
\ \` - - - - -- ---- - - - ----�
WATER NATIONWIDE POO
LINE W.PCsF.I. LANDSCAPE SCREEN 1923 N.W_ 40TH COURT
OUTLET EQUIPMENT PER GORE POMPANO BEACH, FLORIDA 33064
EQUIPMENT LOCATION
6: AND CONFIGURATION
as
MAY DIFFER IN FIELD.
EXISTING STEPS DATE: 9 - - 09
AND PATIO AREA ORDERP 545
DWG $Y: N.A.S.
NAB. • 097665 -118
SEPTIC TANK
LOCATION 900 > lot REV
GALLON
2nd REV
3rd REV.
4th REV.
REVISION: STEEL SPECS, EQUIPMENT SLAB, WALL TO
FLOOR TRANSITION, WATER LINE, SEPTIC 5th REV
TANK 4 DRAINNELD LOCATION II -2 -09
P .* BENNETT
52ro
JOAQUIN FERNANDEZ
I 341 N.E. 104TH STREET
1 POOL PLAN MIAMI SHORES, FLORIDA 33138
RE-S 1 D E.NCE- SCALE: 114 " -l' -0" LEGAL DESCRIPTION:
LOT: n BLOM n
MIAMI SHORES SECTION FIVE 4
PIX 10 PAGBs 4'1
DADE COUNTY 11 -2 - 09
FLORIDA EILDCL CpM 2001 FBC Q4APTER R41: SWIMMING POOLS AND ALL WATER 5ARRI E R NOTES' COPING SLOPE 1/8 " =1
APPLICABLE COUNTY AND CITY CODES SHALL GOVERN PATIO 24 (O PATIO METER 1500' _
OUTDOOR SWIMMING POOLS 4 SPAS SHALL BE PROVIDED WATER TILE �• —I I I I -III III
R- 4106.61 CONFORMANCE STANDARD: DESIGN, CONSTRUCTION, AND _ _ _ _ _ _
WORKMANSHIP SHALL BE IN CONFORMITY WITH AN51 -NSPI3 AN5IMSPI 4_, WATER � WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, 4" X 8" BONA
_ INSPECTED AND APPROVED. PRIOR TO PLASTERING OR BEAM W. 2 * 3
ANSIM5PA 5 AN6I/N5PI 6 AND ANSI - APSP -1 'I :. INTERLOCKING BRICK
1:1 SLP. MAX. MAIN
. ` m - i ,,. FILLING WITH WATER SUCH PERMANENT BARRIER SHALL BE GONTINOUS PAVERS SET IN SAND
per` RaI01 .63 WA-.TER VELOCITY POOL PIPING WILL BE DESIGNED SO DRAIN
THE WATER VELOCITY DOES NOT EXCEED 10 FT_ PER SECOND. FOR PRESSURE =1 - I IN ACCORDANCE WITH FLORIDA BLDG. GODS LATEST EDITION. * 3 STEEL ON COMPACTED FILL
AND 8 F7. PER SECOND FOR SUCTION PIPING, EXCEPT FOR BETWEEN DRAINS - -1 r 1 1 • = _I; m PLACED AT
THE WATER VELOCITY SHALL NOT EXCEED 6 FT. PER SECOND. SUCTION II' POOL WALL • `
OUTLET VELOCITY MUST COMPLY WITH ANSI /APSP 1 SLOPE (71-P) ROCK BED W
CHILD FENCE WARNING Rte I I NG SIG I S, 3" GLR 3" GLR
EXCEPTION: JET INLET FITTINGS NOT SUBJECT TO THIS REQUIREMENT HYDROSTATIC SIZE VARIES I BY OWNER 2023' �'t I V I �t
RELIEF VALVE 11/2' 1) ALL SWIMMING POOLS AND SPAS AND HOT TUB AREAS
AROUND POOL STEELTEX FORM OR
Karr R410l .6.6 ENTRAF�MENT PROTECTION: WELL POINT PERIMETER ( SHALL BE PROVIDED WITH A PERMANENT SAFETY WARNING APPROVED MA50NITE OR MIN. 1/8"
ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED I ®� I
IN ACCORDANCE WITH REQUIREMENTS ANSI /APSP -1 J- I�l EMENTS: I IN IN A READILY VISIBLE LOCATION FROM THE POOL POOL FINISH : PLYWOOD
AREA. (APPENDIX F ANSI/NSPI B /9B)
FBG 841015 VALVES ALL VALVES ON POOL PIPING SHALL CONFORM t0 RADIUS
Access gates must open outward
SECTIONS FBG 84101.8.1 7HRU FBC 84101.8.4
33.7=✓' 2) EACH SAFETY WARNING SIGN SHALL WARN AGAINST SHALLOW VARIES r 3 AT 10" O.C.E.W.
away from the pool area, 1.83
WATER DIVING, PREVENTION OF DROWNING, AND INCLUDE THE BOTTOM CENTERED
FW 1144=4A CONNECTIONS HEATERS SHALL BE INSTALLED WITH FLANGES be self - closing /self - locking FOLLOWING STATEMENT (THERE IS NO SUBSTITUTION FOR ADULT `
OR UNION CONNECTIONS ADJACENT TO THE HEATER device located on pool side of the gate WATER 15 - 1 111 -1 1 =1 1 =III -I
15' SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY REGOM- /� I /�
MC R401.15 GAS PIPING: GAS PIPING SHALL GOM11L7 WITH FLORIDA LINE and located no less than J4" I 30 300 S.F. ENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPER- T`I'P I GAL W S GT I ON
BUILDING CODE. FUEL GAS SEPARATE PLANS AND PERMIT REQUIRED, POOL DRAINFIELD
from bottom of gate EQUIP AREA VISION BE TRAINED IN ARTIFICIAL RESPERATION AND / OR N.T.S.
Mc R4WU6 ELECTRICAL: ELECTRICAL WIRING AND EQUIPMENT SHALL I C.P.R.
COMPLY WITH CHAPTER 21 OF THE FLORIDA BUILDING CODE. NFPA 10, NEC. 2" X 4" BRACE a 48" SEE PLAN F 424.2.17.1.3 e
EXCEPT ARTICLE 80. AND NFPA 10 N.E.0 ARTICLE 680. O.G. ANCHORED 70 EXISTING HOUSE 10 5'
SLAB W. I /2" WEDGE FLOOR OR EXIST. EXISTING FENCE ALARI NOTE
pW est0 1 RESIDENTIAL SW"MMG BARRIER REGUIRRSNT: RESIDENTIAL ANCHOR AND NAILED PATIO OR PORCH AROUND A/G ALL DOORS WITH ACCESS TO THE POOL THROUGH THAT WALL
SWIMMING POOLS SHALL COMPLY WITH SECTIONS FBC R4101 -113 THRU FBC TO SHORING W. 2 -16d PROPERTY UNIT
84101.11.1.14 EXCEPTION: A SWIMMING POOL WITH A APPROVED POOL COVER AS SHOWN SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN "ANTI- VORTEX MAIN DRAINS
WATER- ____ 900 GALLON AUDIBLE WARNING WHEN THE DOOR OR IT'S SCREEN IS BEING
COMPLYING WITH ASTM F 1346. W /APPROVED COVERS CANSI /ASME
SEPTIC TANK 12.19.8 -2001 (7Y111GAU
OPENED. THE ALARM SHALL SOUND GONTINUASL7 FOR A
OUTLET FHC ol
Wis LADDERS AND STEPS POOLS MUST BE PROVIDED WITH A POOL O
_ E
I' I OUTLET T I r MINIMUM OF 30 SECONDS AFTER THE POOR IS OPENED AND
LADDER 08 STEPS IN THE SHALLOW END WHERE THE WATER EXCEEDS 24 WALLI (� N�i I, I III TEE
INCHES DEEP. AND WHERE POOL WATER EXCEEDS 5 FEET IN DEPTH, A - i i- i iii � � - N BE CAPABLE OF EMMITTING A SOUND OF SUFFICIENT VOLUME -
LADDER, STAIRS OR SWIMOUT/BENCH IS REQUIRED. NOTE: SHEETING 70 I I ^ TO BE HEARD TO THE DWELLING. THE ALARM SHALL BE - 2/2"
PLYWOOD SHEATING ON C B Z
Fir 8410114 FR�Le1 IN.CTIONS: ALL SWIMMING POOL INSTALLATIONS SHALL REMAIN IN PLACE UNTIL 2" X 4" VERTICAL BRACE EQUIPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE F
BF COMPLETED, AND ALL REQUIRED SAFETY BARRIERS AND PROTECTION BACKFILL 9 48" O.G. DRIVEN INTO rt THE ALARM FOR A SINGLE OPENING. THE DEACTIVATION 122 TEE
- II�I�II EX1571NG GRADE
SYSTEMS REQUIRED BY CODE BE INSTALLED IN CONFORMITY WITH THE �t1= �I m SWITCH SHALL BE LOCATED AT LEAST 34 INCHES ABOVE THE 1 VENT LINE SEE POOL
APPROVED PLANS. THE POOL SHALL BE COMPLETELY FILLED WITH WATER 11 THRESHOLD OF THE DOOR
PLAN FOR LOCATION
AND IN OPERATION PRIOR TO INSPECTION.
SHEETING D 200A
FBG Rd10120 POOL FILTERS: THE ENTIRE DESIGN OF MATCHED COMPONENTS
SERVICE
SHALL HAVE A SUFFICIENT CAPACITY TO PROVIDE A COMPLETE TURNOVER IF NEEDED N.T.S. I MAXIMUM
1035' POOL DRA FROM
/SPA DRAINS
OF POOL WATER WITHIN 12 HOURS. PIPE SIZE AVERAGE VENT PIPE MAX. LENGTH
I I INCHES FLOW GPM SIZE IN FEET
IN AREAS OF ANTICIPATED
3. 2" 60 I/2" 13'
WATER TABLE AN APPROVED HYDROSTATIC RELIEF DEVICE SHALL BE PVC COND. WITH DR A 1 I rDET � /1 (1
INSTALLED. a' * UNDEWsROUND i� "�-! I �l t-/ -i
2 6 HOT ELEC. LINE 2" 15 112" 2'
FBC 84101215 POOL INLETS FITTINGS 744ERE MUST BE AT LEAST ONE
1 GROUT INTERMATIC T -4004
1 0 SEWER 0 2 I/2" 100 11j2" 122' N.T.S.
APPROVED MANUFACTURED INLET FITTING PER 300 90- FT: OF POOL * 10 NEUTRAL RT3 POOL PANEL �0 LINE 2" 135'
2 1/2" 110 1
200AMP PANEL.
SURFACE AREA FOR THE RETURN OF RECIRCULATED POOL WATER 200A 2 1/2° 135
21 60A DISCONNECT 3" 115 1 1 I
FBC 410!.65 PIPING INSTALLATION ALL PIPING SHALL BE INSTALLED IN BREAKER PEEPING INSIDE PANE TIME CLOCK
STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION. SCHED_ 40 POOL NOTE: THE VENT SYSTEM WILL LIMIT THE MIN d" THICK REINFORCED
1 TRANSMISSION OF SUCTION AT THE OUTLET TO ;CONC 6 RETE SLAB PER F.B.G. BEARING N.SR APPROVAL. PRIMER AND GLUE ON EXPOSED ABOVE GROUND EXISTING BREAKERS — — — — A MAX. OF 4.5 INCHES OF MERCURY. 18203 WITH 6X WWF.
PIPING NOT REQUIRED TO BE COLORED. METER 1800' -
300W 60 GPM /60 X"71.45=0.1336 CUBIC F.P.S. FLOW X
REINFORCING STEEL SHALL CONFORM TO A.S.TM. 615 GRADE 40. WP GFI 10' TO 20' TRANSFORMER 3 SEC. (PER CODE) =MAX SIZE OF OPENING.
F.PL. FROM WATER -
C40NCQC'I'E POOL CONCRETE WILL BE PNEUMATICALLY APPLIED WITH - 01 POOL PUMP 2 0 12 - 1 * 12 GROUND 0.13369X3 = 0.4011 CUBIC FT. AREA OF 1" VENT
A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. 2 * 12- CHLORINATOR: 2 * 12 - 1 * 12 GROUND LINE= .00548 S.F. OF THE ALLOWABLE LENGTH O PUMP
POOL 48" MIN. 1 * 12 O 3' = 0.4011 00545 = 13-6 FEET_ FILTER OPTIONAL )] M07OR(S)
,1,aerii POOL OR SPA SHALL NOT EXCEED 102' FAHRENHEIT. DECK GAD. 3 AIR BLOWER: 2 * 12 - I * 12 GROUND N. 104TH STET I /� NOTE: ANCHOR BOLt BASE
LEVEL L VE NT I I Cf�riS.
POWER LINES - OVERHEAD ELECTRIC LINES SHALL BE LOCAT A MINIMUM IB" MIN S" MIN. 4, HEATER: 2 * 8 - 1 * 10 GROUND N.T.S. (I 3 /4" X ") (TAP CON) FOR PUMP 4 FILTER (HEATER SHOWN OPTIONAL)
OF 10 FT_ FROM POOL WATER'S EDGE. AND UNDERGROUND ELECTRICAL BELOW O _
POWER LINES SHALL BE LOCATED A MINIMUM OF 5 FT. FROM THE POOL (2)JUN T BRACKETS (GAS)
WATER'S EDGE OR IN ACCORDANCE WITH NFPA 10 N.F.C. ARTICLE 680. WATER BOXES ALL POOL EQUIPMENT BONDING
C4) 1�/2" ANGLE BRA
I" NON- GOR80SIVF TOGETHER WITH * 8 S (4) 21/2 OLID " ANGLE BRACKETS (HEAL PUMP)
Cn CAETE S AB& ALL POOL EQUIPMENT SLABS SHALL COMPLY WITH CONDUIT I WITH (4) 1 X TAP CON AND (4) I /2" SELF
SECTION 18203 OF THE FLORIDA BUILDING CODE 2004 EDT. (I) 12V COLOR LIGHT (POOL) LEGAL DESCRIPTION: TAPPING SHEET METAL SCREWS.
(1) 12v COLOR LIGHT (SPA) NOTE: TOP OF POOL OR SPA WALL, DETAIL 115 COMPLIANT WI/T�H *ELI.. BLDG. CODE 301.13
HANDHOLD NOTE: ANSI- N5PI -5 ARTICLE XV SECTION 15 19 .13 A SECURED ROPE W/ LOW WATER CUT OFF DEVICES ALL ELECTRICAL SHALL LOT BLOCK 111 WHICHEVER IS HIGHER (1 I �4 I ANCH
OR CERAMIC HANDHOLD MUST BE PLACED AT OR NO MORE THAN 12 INCHES CONFORM W/ NE.C. ART. 680 MIAMI SHORES SECTION FIVE
ABOVE THE NORMAL WATERLINE OF 744E POOL. 2 -20 AMP G.B_ POOL PUMP / CHLOR- 10 AMPS ® 220 VOLTS IN POOL AREA GROUND PLAT BOOK: 10 PAGE: 41 N_T_S.
1 -15 AMP C.B. LIGHTS: 3 AMPS a 120 VOLTS ALL BOXES, RAILS, LIGHT, DADE COUNTY
2 -50 AMP G.B. HEATER 35 AMPS g 220 VOLTS MOTOR, EGT. 1111*8 WIRE
2 -20 AMP G.B. AIR BLOWER 4.5 AMPS a 220 VOL75
p SITE PLAN GRADE ^ _ WAYNE M,4R<H,4M 5ENNETT
SOIL- PER FBG 8440422 AND THROUGH EVALUATION AND KNOWLEDGE OF OTHER E L E C T R I C A L. R ISER D I A G RA M - 1 I r=1 I I I =I I � I I 1 =I 1 PROFESSIONAL ENGINEER
PROJECTS IN T4415 AREA, IT 15 PETEl�"IINED THE ALLOWABLE SOIL BEARING I 20
CAPACITY IS A MINIMUM OF 2000 P.SF_ FOR THIS PROJECT. IF DURING EXCAVATION 1/2" PIPE FROM
DIFFERENT CONDITIONS ARE FOUND, THE POOL CONTRACTOR AND OR HOMEOWNER DRAINS
WILL TAKE ALL STEPS TO REMIDY THE SITUATION AS WELL AS TO NOTIFY ALL VENT LINE TO BE LABELED " POOL 235 SOUTH FEDERAL HIGHWAY SUITE 109
PARTIES INVOLVED. SOIL CLASSIFICATION FOR THIS SITE IS SANDY WITH ROCK. 24" WIDE 6'_8" SAFETY DEVICE DO NOT HANDLE" DEEWIELD BEACH, FLORIDA 33441
SPILLWAY 954.818.3825 PP. 51216
701100E , VE NT LINE DETAIL
POOL -- BOND INCA GRID N N.T.S.
NO
COPING - tom PATIO =s x
12" WATE ' � t�zti�'�'�"
144 k ENTRY PER N.E.C. 68026(C)�
STEP
12" 12" 18" PATIO "} SINGLE SOLID * 8 AWG BONDING WIRE IS to BE PLACED e�_,ti -��G � -•' �� � � �
AROUND THE PERIMETER 18" TO 24" FROM THE POOL WATER'S
Clo" S AND 8 8" F. 1
14" HIGH CTION . p- A y- I'
* EDGE AND PLACED 4" 70 6" BELOW GRADE. THE GONNE _ N ATIONWIDE IONWIDE POOLS
R W. NGH BE 7 XOTH IC j C 00 SHA IN FOU OGATIONS B E ERM �.. TO L P L LL BE R WA ACH �� w• @/....� 1923 N.W. 40TH GOUR7
WELDING OR B7 LISTED PRESSURE CONNECTORS OR CLAMPS � • , • i RANSI7ION t
r POMPANO BEACH FLORIDA 33064
� 6" THICK IN CO THAT ARE LABELED AS BEING SUITABLE FOR THIS PURPOSE
4 EQUAL I=II AND ARE OF STAINLESS STEEL, BRASS, COPPER OR COPPER
SEE TYPICAL ALL RISERS 12"
ICAL WA (T SPA FLOOR .TH * L
I � (TYPICAL) ALLOYIS SINGLE SOLID 8 AUG WIRE WILL EMEND UNDER
MAXIMUM t= I 1- SECTION FOR DETAILS TO PUMP CONCRETE, PAVERS, AND UNPAVED SURFACES.
�l LOAD CALCULATIONS
- I I (2) 8" DRAINS W. APPROVED
I I I II GRATES SECURED W. SCREWS 2300 SF. 6 3 WAT75 PER SP. 6900 WATTS DATE. 9 -1 -09
RANGE 8000 WATTS
SI A D TA (L WATER HEATER 5000 WATTS ORDEW 545
=_III_ DRYER 8000 WATTS
- 'i' -111 -1 1' - ' 1 �II-) 1= N.T.S. 3 WAY
DISHWASHER 1500 WATTS
(NOTE: STEP STEEL NOT REQUIRED.) VALVE DISPOSAL 1500 WATTS 0116 13Y; N.A.S.
MICROWAVE 2000 WATTS
STE I } � H D H E )ANDY 200 5F. JANDY CARTRIDGE FILTER REFRIGERATOR GE X 2 1500 WATTS N.45. • 0916 6 5 -118
N.T.S. EAL T PU MP WITH
BYPASS VALVES PRESSURE GAUGE AND SPRINKLER PUMP N/A
AIR RELIEF VALVE MISC N/A 16t REV.
WASHING MACHINE 1500 WATTS
y pJ� P gt� TOTAL EXISTING WATTS 35,000 WATTS !REV
\ �E
P Oft ?O O\- O � 5 POOL PUMP 2880 WATTS
�D \a AIR BLOWER 2880 WATTS 3rd REV.
AQUAPURE CHLORINATOR 350 WATTS
HEAT PUMP 8810 WATTS
POOL PUMP 2 HP, 4th REV
t ' p } 2 LIGHTS 300 WATTS
I- `I`I'DRAtJL I t�l L (I COI I�UTAT IONS �\t�\'��E�S 1 SELF - IM G TOTAL WATTS 51,120 WATTS REVISION: ST
LOOR TRANSITION, AER LINE, SEPTIC
YO� gPP 0 HAIR PPRC DTYPE TANK 4 DRAINFIELD LOCATION II -2 -09 REV.
FLOOD CREST ELV. FOR AREA = 7.0 MSL 1 1 T 51120 IST 10K 9 100% 10000 WATTS
TOP OF POOL ELV. 9.45' MSL STRAINER 41120 REMAINDER ® 40% 16,448 WATTS � O� O WAYNE
BENNETT
2 H.P. NOTE: VENT LINE(5) NOT I AHU 10000 WATTS
BOTTOM OF POOL ELV. = 3AV MSL AIR BLOWER \ P 5 SHOWN IN THIS DETAIL SEE
HYDRAULIC HEAD = 3.55' P�O� \ G �g DRAIN DETAIL FOR JOAQUIN FERNANDEZ
ALLOWANCE HYDROSTATIC VALVE _ -20' 1 5e D\� „ JP \ ADDITIONAL INFORMATION 36,448 D STING R 240 VOLTS = 151,9, AMPS 341 N .E• 104TH STREET
X11 VACUUM LINE W. EXISTING SERVICE: 200 AMPS MIAMI S F LORIDA 33138
5 1VZ
NET HYDRAULIC HE 1.55' �F,'\ APPROVED COVER ELECTRICAL CALCULATIONS F'80VIDED
�O PER R4101.6b5 BY TMB ELECTRICAL SERVICES INC_ EC13001315 LEGAL DESCRIPTION
USE MIN. 6" THICK CONCRETE FLOOR SLAB 1 10195 N.W. 5354D STREET *209 SUNRISE, FL. 33351 LOT= 19 aLOGG 11
PI 1 S ol" ME TR I G Mil SHORES SECTION FIVE
N.T.S. P$. 10 PACaMt 41
DADE COUNTY II -2 -09
i=1 ORIDA BLDG. GORE 2001 FBC GHAPTEB_841 SWIMMING POOLS AND ALL SARRI E R NOTE GOPINCs S - 1/8 " =I
COUNTY AND CITY CODES SHALL GOVERN- PATIO 2 6 PATIO 15D0' TILE — — — —
APPLICABLE — — — — — OUTDOOR SWIMMING POOLS 4 SPAS SHALL BE PROVIDED WA TER
D ESIGN, CONSTRUCTION AND 4 8 ON I ,
_ D _ _ _ _ _ _ _ — WITH A PERMANENT BARRIER THAT SHALL $£ INSTALLED, X B OND
WORKMANSHIP SHALL BE IN CONFORMITY WITH ANSI -NSP13 ANSI/NSPI 4 — WATER — j
INTERLOCKING BRICK
INSPECTED AND APPROVED. PRIOR TO PLASTERING OR BEAM W. 2 " 3
"I -
-I
ANSI/NSPA 5 ANSI/NSPI 6 AND ANSI - APSP -1 m CONTINOUS
I 1:1 SLP. MAX. MAIN III- FILLING WITH I WATER SUCH PEA 1ANEN7 BARRIER SHALL BE PAYERS SET IN SAND
FBC 84101 ,&3 WATER VELOCITY: POOL PIPING WILL BE DESIGNED SO DRAIN m IN ACCORDANCE WITH FLORIDA BLDG. GORE LATEST EDITION- " 3 STEEL �.. ON COMPACTED FILL
THE WATER VELOCITY DOES NOT EXCEED 10 FT. PER SECOND. FOR PRESSURE - -_, i — I PLACED At
ry
AND 8 FT. PER SECOND FOR SUCTION PIPING, EXCEPT FOR BETWEEN DRAINS +
THE WATER VELOCITY SHALL NOT EXCEED FT. PER SECOND. SUCTION —11 — - f —IT 12 OCEW
OUTLET VELOCITY MUST COMPLY WITH ANSI /APSP 1 II' POOL WALL — m 3" GLR f 3" GLR
6
EXCEPTION: JET INLET FITTINGS NOT SUBJECT TO THIS REQUIREMENT SLOPE (TYP) HYDROSTATIC ROCK BED CHILD FENCE WARNING I�� a� I�I �lS:
RELIEF VALVE 1 1/2 SIZE VARIES 1 BY OWNER 2151' 1) ALL SWIMMING POOLS AND SPAS AND HOT TUB AREAS STEELTEX FORM OR
AROUND POOL
FBC R4101,&,& ENTRAPMENT PaOTECTION. WELL POINT PERIMETER I SHALL BE PROVIDED WITH A PERMANENT SAFETY WARNING APPROVED -� ,0`. MASONITE OR MIN. 1/8"
FOR SUCTION OUTLETS SHALL BE INSTALLED ;
T 151 OCATION F OM THE POOL
POOL FINISH I . PLYWOOD
ENTRAPMENT PROTECTION R
'p-� * � /� * � SIGN IN A READIL V BLE L R
IN ACCORDANCE WITH REQUIREMENTS ANSIIAPSP -1 LONG I TUD (I �tf�`� S E CT I ON �t
N.T.S. 8.67 AREA. (APPENDIX F ANSI/NSPI 5/95) �'
FBC 841019 VALVES ALL VALVES ON POOL PIPING SHALL CONFORM TO RADIUS
SECTIONS FBC R4101-5.1 THRU FBC 84101.8.4 35-08 2) EACH SAFETY WARNING SIGN SHALL WARN AGAINST SHALLOW VARIES « 3 A7 12" O.GE.W.
FBC R410L14A CONNECTIONS HEATERS SHALL BE INSTALLED WITH FLANGES 12.50' BOTTOM CENTERED
WATER DIVING, PREVENTION OF DROWNING, AND INCLUDE THE
08 UNION CONNECTIONS ADJACENT TO THE HEATER FOLLOWING STATEMENT (THERE IS NO SUBSTITUTION FOR ADULT `
FBC 84!®1.15 GAS PIPING GAS PIPING SHALL COMPLY WITH FLORIDA I 32.08' SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY REGOM- p ' - 111 1I =1 I1 =VIII' /� r
BUILDING CODE. FUEL GAS SEPARATE PLANS AND PERMIT REQUIRED. ENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPER- TY P IC A L WA SEC
ION
POOL VISION BE TRAINED IN ARTIFICIAL RESPERATION AND / OR
FBG 84!01.!6 ELECTRICAL ELECTRICAL WIRING AND EQUIPMENT SHALL I EQUIP ( N.T.S.
G.P.R.
COMPLY WITH CHAPTER 21 OF THE FLORIDA BUILDING CODE. NFPA 10, N-E.C. 2" X 4" BRACE a 4811 SEE PLAN
EXCEPT ARTICLE 80. AND NFPA '10 N.E.0 ARTICLE 680. O.G. ANCHORED TO FLOOR OR EXIST. 1035' ALARM NOTE
SLAB W. 1/2" WEDGE
FEE 84!0111 gE&IpENTI SWIMMING BARRIER REQUIREMENT RESIDENTIAL PATIO OR PORCH A/C ALL DOORS WITH ACCESS TO THE POOL THROUGH THAT WALL
SWIMMING POOLS SHALL COMPLY WITH SECTIONS F$G R4101.113 THRU F$C ANCHOR AND NAILED
84101.11.1.14 EXCEPTION: A SWIMMING POOL WITH A APPROVED POOL COVER TO SHORING W. 2 -16d UNIT SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN "A NTI - V O RTE X PpRO ED MAIN DRAINS
WATT AUDIBLE WARNING WHEN THE D008 08 IT'S SCREEN IS BEING W /APPROVED COVERS (ANSI /ASME
COMPLYING WITH ASTM F 1346. - -- 12.198 -2001 (TYPICAL)
Q4!
!? ' 0!.18 Ld9DE� AND STE POOLS MUST BE PROVIDED WIT
PS H A POOL _ OUTLE OPENED. THE ALARM SHALL BOUND GONTINUASL7 FOR A
LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER EXCEEDS 24 WALL OUTLET I MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND
INCHES DEEP. AND WHERE POOL WATER EXCEEDS 5 FEET IN DEPTH, A I _I� — ( I �_ BE CAPABLE OF EMMITTING A SOUND OF SUFFICIENT VOLUME _ TEE
LADDER, STAIRS OR SWIMOUT/BENCH IS REQUIRED. NOTE: SHEETING TO *
PLYWOOD SHEATING ON TO BE HEARD TO THE DWELLING. THE ALARM SHALL BE
I RE S 1� E I c I 0 z
Fa—r RAWAJS FINAL INSPECTION ALL SWIMMING POOL INSTALLATIONS SHALL REMAIN IN PLACE UNTIL 2" X 4" VERTICAL BRACE EQUIPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE
BAGKFILL 0 45" O.G. DRIVEN INTO r THE ALARM FOR A SINGLE OPENING. THE DEACTIVATION = M TEE
BE COMPLETED, AND ALL REQUIRED SAFETY BARRIERS AND PROTECTION - II�II� EXISTING GRADE n i4 A
SYSTEMS REQUIRED BY CODE BE INSTALLED IN CONFORMITY WITH THE I P=It�II� I -II m i9 I /s" VENT LINE SEE POOL
APPROVED PLANS. THE POOL SHALL BE COMPLETELY FILLED WITH WATER =1I�II =III 11 , PLAN FOR LOCATION
AND IN OPERATION PRIOR 70 INSPECTION. SHE D
200A
FBC 8440!,20 POOL FILTEga: THE ENTIRE DESIGN OF MATCHED COMPONENTS SERVICE SWITCH SHALL BE LOCATED AT LEAST 34 INCHES ABOVE THE MAXIMUM 30' -0" FROM
SHALL HAVE A SUFFICIENT CAPACITY 70 PROVIDE A COMPLETE TURNOVER IF NEEDED N.T.S.
SIZ
OF POOL WATER WITHIN 12 HOURS. 1035' THRESHO I POOL /SPA DRAINS
PE E AV£ E VENT PIPE MAX. LENGTH
INCHES FLOW GPM SIZE IN FEET
WAT E R TABLE AN HY IC DEVICE T SHALL BE 31 1 I V 15 1' /2 " 13' DRAIN DETAI
INSTALLED. a' PV COND. WITH UNDERGROUND 2" 15 i�'," 92' N.T.S.
2 6 HOT
1 " 10 GROUN INTERI'ATIG T -4004 ELEC. LINE 0 SEVER Q WATER 2 I/2" 100 I' /s° 122'
FBC RA101215 POOL INLETS FITTINGS THERE MUST BE AT LEAST ONE 1 " 10 NEUTRAL RT3 POOL PANEL LINF n LINE 21/2` 1 110 Iii" 135'
APPROVED MANUFACTURED INLET FITTING PER 300 SQ. FT- OF POOL 200AMP PANEL. N N 2 1/2" 135 I 165'
SURFACE AREA FOR THE RETURN OF RECIRCULATED POOL WATER 2P 60A 200A
DISCONNECT 1 3° 115 IV 1 214'
FBC 4101,&5 PIPING INSTALLATION ALL PIPING SHALL BE INSTALLED IN POOL FEEDING INSIDE PANEL TIME CLOCK NOTE: THE VENT SYSTEM WILL LIMIT THE 4" THICK REINFORCER
STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION. SCHED_ 40
BEARING N.S.F. APPROVAL. PRIMER AND GLUE ON EXPOSED ABOVE GROUND BREAKERS — — — — TRANSMISSION OF SUCTION AT THE OUTLET TO , .... `._ CONCRETE SLAB PER
PIPING NOT REQUIRED TO BE COLORED. EXISTING WATER AMAX. OF 4.5 INCHES OF MERCURY. _
11 F-B-
METER 3001 150 �— METER — I I = III — III -III= G. 18203
O- �!'I!� STEEL SHALL CONFORM TO A.S.T1'i. 615 GRADE 40. WP GFI 10' TO 20' TRANSFORMER 3 GPM / X 1 DE) = CUB F.P.S. FLOW X
REP 3 SEC. (PER GODS) =MAX SIZE OF OPENING. F.P.L. FROM WATER
CONrj;!EtE, 1. POOL PUMP 2 « 12 - 1 " d aa lll ' I Vpp I � J III I III I III I p pp
POOL CONCRETE WILL BE PNEUMATICALLY APPLIED WITH 12 GROUND 0.13369X3= 0.4011 CUBIC F1. AREA OF I" VENT PUMP
A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P -51 2 « 12- CHLORINATOR- 2 " " LINE = .00545 SF. OF THE ALLOWABLE LENGTH
3_ 12 - 1 12 GROUND FILTER OPTIONAL )] MOTOR(S)
POOL 48" MIN. I " 12 O =04011 00545 = 136 FEET. HEATER
TEMpERATU POOL OR SPA SHALL NOT EXCEED 102' FAHRENHEIT- DECK GRND. 3 AIR BLOWER: 2 « 12 - 1 « 12 GROUND
LEVEL L N.E. 104 H STREET VENT LINE CALLS NOTE: ANCHOR BOLTS THROUGH BASE
POWER LINES -O 4DRHEAD ELECTRIC LINES SHALL BE LOCATED A MINIMUM 8" MIN
OF 10 FT. FROM POOL WATER'S EDGE_ AND UNDERGROUND ELECTRICAL BELOW (2. 4. HEATER: 2 « 8 - 1 " 10 GROUND N.T.S. (1 5 4" X a ") (TAP CON) FOR PUMP 4 FILTER
18" MIN.
POWER LINES SHALL BE LOCATED A MINIMUM OF 5 FT. FROM THE POOL )JUNGT. CHEATER SHOWN AS OPTIONAL)
WATER'S EDGE OR 1N ACCORDANCE WITH NFPA 10 NT.C. ARTICLE 680. WATER BOXES AL POOL EQUIPMENT BONDING WHICHEVER IS TOP OF POOL HI GHER (4) 2 /z" ANGLE BRACKETS CHEAT PUMP)
�P4 WALL, (4)1 ANGLE BRACKETS (CHAS)
HI
1" NON - CORROSIVE TOGETHER WITH "8 SOLID
CONDUIT WITH (4) 1 X I 6" TAP GON AND (4) /2 SELF
ALL POOL EQUIPMENT SLABS SHALL COMPLY WITH
SECTION 18203 OF THE FLORIDA BUILDING CODE 2004 EDT. /(j) 12V COLOR LIGHT (POOL) LEGAL DESCRIPTION: TAPPING SHEET METAL SCREWS.
(1) 12V COLOR LIGHT (SPA) NOTE: :DETAIL IS COMPLIANT WITH BLDG. GODS 3�01.13
HANDHOLD NOTE ANSI- NSPI -5 ARTICLE XV SECTION 15.13 A SECURED ROPE W/ LOW WATER CUT OFF DEVICES ALL ELECTRICAL SHALL LOT 19 BLOCK Ill - E AN
l CHORI I G
OR CERAMIC HANDHOLD MUST BE PLACED AT OR NO MORE THAN 12 INCHES CONFORM W/ NE.G. ART. 680 MIAMI SHORES SECTION FIVE GRADE N7S
m _
ABOVE THE NORMAL WATERLINE OF THE POOL. 2 -20 AMP G.B. POOL PUMP / CHLOR: 10 AMPS a 220 VOLTS IN POOL AREA GROUND PLAT 500K: 10 PAGE: 41
1 -15 AMP G.B. LIGHTS: 3 AMPS a 120 VOLTS ALL BOXES, RAILS, LIGHT, DARE COUNT? = 111 =1I 1 = II I= II=I 1=
2 -50 AMP G.B. HEATER 35 AMPS a 220 VOLTS MOTOR, ECT. W/ WIRE i
2 -20 AMP G.B. AIR BLOWER 4.5 AMPS g 220 VOLTS I /z" PIPE FROM
p ^ S 1 TE VENT DRAINS WAYNE 1" ARK+- AM SENNE TT
SOIL- PER FBC R440422 AND THROUGH EVALUATION AND KNOWLEDGE OF OTHER E L E CT R I C AL I p R I SE IR D I f ^ GRAM NT LINE t0 BE LABELED "POOL
PROJECTS IN THIS AREA, IT IS DETERMINED THE ALLOWABLE SOIL BEARING I" = 20' SAFETY DEVICE DO N07 HAND PROFESSIONAL ENGINEER
� EXCAVATION
DIFFERENT CONDITIONS ARE FOUOND, P.B.F. FOR THE POOL C T RACTOR AND HOMEOWNER V��T L (N� D�T+�� ( L
WILL TAKE ALL STEPS TO REMIDY THE SITUATION AS WELL AS TO NOTIFY ALL N.T.S. 238 SOUTH FEDERAL HIGHWAY SUITE 109
PARTIES INVOLVED. SOIL CLASSIFICATION FOR THIS SITE IS SANDY WITH ROCK 24" DEERFIELD BEACH, FLORIDA 33441 WIDE 6'_g
SPILLWAY 954. 818. 3825 P .E. 51216
TO POOL
POOL
COPING 12" �- WATER PATIO BOND GRI C5" N O TE
0 144* ENTRY PER NE.C. 65026(C)
STEP SINGLE SOLID "8 AWG BONDING WIRE IS TO BE PLACED
12" 12 15" PATIO
10" THICK WALLS 14' HIGH AROUND THE PERIMETER 18" TO 24" FROM THE POOL WATER'S t 'I I c
AND 6" THICK BENCH EDGE AND PLACED 4" TO 6" BELOW GRADE. THE CONNECTION NA I IONWI�� FOOL
WATER _ _ FLOOR W. " 3 At TO POOL SHALL BE IN FOUR LOCATIONS BY EXOTHERMIC
1923 N.W. 40TH COURT
�;, ,- WELDING OR BY LISTED PRESSURE CONNECTORS OR CLAMPS POMPANO BEACH, FLORIDA 33064
O.C. EACH WAY
III — THAT ARE LABELED AS BEING SUITABLE FOR THIS PURPOSE
4 EQUAL I -I ANp ARE OF STAINLESS STEEL, BRASS, COPPER OR COPPER
RISERS 12" III= SEE TYPICAL WALL ALLO7.THIS SINGLE SOLID " 8 AWG WIRE WILL EXTEND UNDER
MAXIMUM
I — I i-
SECTION FOR DETAILS t0 PUMP CONCRETE PAVERS, AND UNPAVED SURFACES.
_
• III -1 LOAD CAL CULATIONS
' (2) 8" DRAINS W. APPROVED
GRATES SECURED W. SCREWS 2300 S.F. ID 3 WATTS PER SF. 6900 WATTS DATE: 19 -I -09
�I RANGE 8000 WATTS - - - - - -
-I I II L+ I� /� A°'4 D T /, ►�-'t I L WATER HEATER 5000 WATTS
III — I Iii 1 DRYER 5000 WATTS 545
S
N.T.S. 3 WAY DISHWASHER 1500 WATTS
VALVE DISPOSAL 1500 WATTS DUO $Y: N.A.S.
(NOTE: STEP STEEL NOT REQUIRED.)
MICROWAVE 2000 WAITS
STEP DE AE -2500 JAND7 SMALL APPLIANCE X 2 3000 WATTS ► � • 0910 a5 - "8
HEAT PUMP WITH 200 SF. JAND7 CARTRIDGE FILTER REFRIGERATOR 1500 WATTS _
N.T.S. BYPASS VALVES PRESSURE GAUGE AND SPRINKLER PUMP N/A
AIR RELIEF VALVE MISC N/A 1st%
WASHING MACHINE 1500 WATTS
TOTAL EXISTING WATTS 35,000 WATTS 2 IqrV
QUO¢ p0��5 POOL PUMP 2880 WATTS — —
t� AIR BLOWER 2880 WATTS 3rd REV. - --
G��T,� AQUAPURE CHLORINATOR 350 WATTS
HEAT PUMP 5810 WATTS
y POOL PUMP 2 HP, 2 LIGHTS 300 WATTS 4U� REV
It GPM MA I4YC)RAUL IC U FL- FT COi" IPUTAT IONS ,���;ti�y SELF-FIRMING TOTAL WATTS 51,120 WATTS
FLOOD CREST £LV_ FOR AREA = 10' MSL 1 fo \- A 5th REV
W /APPROVED TYPE
y �rri HAIR AND LINT 51120 19t 10K a 100% 10000 WATTS / � I WAYNE MARKHAM BENNETT
TOP OF POOL ELV. 9.45' 1•'1SL STRAINER 41120 REMAINDER a 40% 16,448 WATTS i = O O i = L- I �l � O f;R: P .E. " 51216
BOTTOM OF POOL ELY. = 3.45' MSL AIR BLOWER NOTE: PENT LINE(5) NOT I AHU 10000 WATTS
\� g SHOWN IN THIS DETAIL SEE
3.55' Ao o��G�� DRAIN DETAIL FOR JOAQUIN F
HYDRAULIC HEAD = 151
r
y P P �t1 IP ADDITIONAL INFORMATION 36,448 DIVIDED $Y 240 VOLTS = ,& AMPS 3LI1}�.� I N. i0� 11 C i� " r I ' i
VALVE _ -2 -0' 1�rti "� VACUUM LINE W.
ALLOWANCE EXISTING SERVICE: 200 AMPS MIA MI I L+ O� * , F 33138
5 1, r1 ry .. f-i S �7
NET HYDRAULIC HEAD APPROVED COVER ELECTRICAL GALGULATIONS PROVIDED
�O PER 84101.6.65 BY TM5 ELECTRICAL SERVICES INC. EG13001315
LEGAL DESCRIPTION:
USE MIN. 6" THICK CONCRETE FLOOR SLAB 10195 N.W. 53RD STREET 0 209 SUNRISE, FL_ 33351
PIPING ISOI„IETRIC LOT= 19 »L°"`''1
MIAMI SHORES SECTION FIVE
N.T.S. P8. 10 PAGE: 41
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