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PROCTOLOGY
CLAUDE G. MENTZER. M. D.
fiQ¢,��t} utOtOM -919G.
MIAMI 32. FLA.
/
tAaV
fr
• ) 1
BUILDING DEPARTMENT
10050 N.E. SECOND AVENUE
MIAMI SHORES. FLORIDA 33139.236
TELEPHONE (305) 795•2204
FAX (305) 755.9972
NOTICE OF REQUIREMENTS
RESIDENTIAL SWIMMING POOL,
SPA AND HOT TUB SAFTY ACT
I (We) acknowledge that a ne swimming pool, spa or hot tub will be constructed or
installed at L)•?f{ l' 'L ' S) Miami Shores,. Fl., and hereby affirm that one of
the following methods will be used to meet the requirements of Chapter 515, Florida
St? tutes.
(please initial the method(s) to be used)
The pool will be isolated from access from the home by an enclosure
that meets the pool barrier requirments of Florida Statute 515.29;
The pool will be equipped with art approved safty cover that
complies with ASTM F1346 -91;
All doors and windows providing direct access from the home to the
pool will be equiped with an exit alarm that has a minimum sound
pressure rating of 85 decibels at 10 feet;
All doors providing direct access from the home to the pool will be
equipped with self - closing, self - latching devices with release
mechanisms placed no lower than 54" above the floor or deck;
I understand that not having one of the above installed at the time of final inspection, or
when pool is completed for contract purposes, will constitute a violation of Chapter 515,
F.S. and will be considered as committing a misdemeanor of the second degree, punishable
by fines up to $ •.g jd /orup to 60 days in jail as est.blished in Chapter 775, F.S.
/ Ee_
CTOR'S AM
NOTARY PUBLIC
COMMISSION NUMBER
40452
MAY 262003
CONTRA
COM
& DATE
R'S S
7 & DATE
No farYPG�� r �iS r,;;�' .
4,
Date (
Miami Shores Village
Building and Zoning Department
Attention: Building Official
SWIMMING POOL OWNER'S CERTIFICATION
I certify that I am the legal owner of the property described as
�7 �- I � C1 1 .) , located at 4 "3 Li IV i 5 I —
In accordance with Section 33- 12(f), Code of Metropolitan Dade
County, I certify that 1 understand and ajree that the swimming pool
to be constructed at the above address cannot be used or filled with
water until a separate permit has been obtained for an approved safety
barrier, and such barrier erected, inspected and approved.
1 further understand that this certification, however, does not
eliminate the need for obtaining a permit and erecting an approved barrier
prior to final inspection and use of the pool.
be Note: This certification is t licsuemitted with a swimming pool
permit application in p
v VA „ l0- uh gur%
LAND SURVEYOHSSURVEYORS \\
ii F l l)Ir f A 3."2(.;
T FI PI HUIE 13051 220 31
3or•1 s -,, Ter
rrVN /1./
MVP - say misermeacasirmarzzarmarmrsimoress leavAsuratErTartass acasIFS 'mMIF 1SSIVOirriff
Survey of Lot: 6-7-8 Block: 52
Subdivision: MIAMI SHORES SECTION NO. 2
According to the Plat thereof as recorded in the Plat Book No.
at Page No. 37 of the public records of DADE County, Florida.
Property Address: 434 NE 95 ST ,
For: BEVERLY JAMESON
a - AP('.
AIR C GNDITIONER PAO.
E = ANCHOR EASEt.1E.NT
AL(R.11NUr.1 ROOF
S AI U!.1dNUl.1 SHED
A'A(H - A SflHAI T
Rr. - .3L( ( KCORNER
PL DG = BI II) DING
R - BE':CH 1,1ARK
B - BAYS Cr BEARINC
C -C %LC1?IAl ED
✓ :! - CAT( H BASIN
3 S - C„'1CRETE BLOCK
S1 TrIIC1(IRE
• CC. 'ICRETE BL0
I; r;H r ) DISTANCE
r 1, B - CH BEI RII,G
CI - C!.CAR
F - C114:11 LINK FENCE
r !.1 E - CANAL 1.1AIHTENA!IGE
F AE'
NC =( CRETF
cow, F'ORCI
CG'lCr1ETE SI AB
= r 1Al!IAGE EACEIdEnT
( , .I E (.4.41 NAN(
"• E EE. MENT
• • [1 - ;HE
- EA5E
E 1 P = LI FCIRIC TIANSFORMEI
pAn
L' EV - El (-NATION
E!)(Rr)ACII!AE'
FI(1 E HYDRANT
• P - FO('!ID D1011 PIPE
I110N RC'0
F FL I .HET) F1 0C 1
111 Al AT ION
LEGAL H01 ES TO ACCOMPANY SKETCH OF SURVEY (SURVEY):
E GF TrE AETATRAOT OF T111 E `•'lrl t I'.AL'E TO BE MADE TO
:S)f LT Ir A'. AFFECTING THE PROPERTY THIS SURVEY 1S S(
'
AT ';'IS r+ESTR'( q ESERVATIO+,SGH EASEMEN (S OF REC
( `f' P'. CI F.NT 01 ATTESTING TITLE CO(•1P4(Y
S' 1R' EY (+EATS A DRAVnNG A'ID'0R A GrTA1RnC REPRESS'
nr Hr.. •F :' ', T "E E EL( CO ULD nE DRA'.VN AT A SOWN SCALE ANf
' -F 1,4,41; r , OF N SURVEY IS L LITED TO TI CDST OF 'TIE S'JRVE
L', CROAC1 S VISIBLE A ^ID ADO', E G'IOUND EN
LC '∎,AI L l ER.F REC;Ut ATlor'S R ES TRIC TONS AN
.11E CF SJBr.$&TTIAG PLOT PLANS W TH THE CORRECT IN,
.rrRh: AL F1'R 4T iTFI;)RI,:ATION TC A'UT,!C IT'IES I!J A NEW CONSTRU'
„ •E.D T ", r,14.1 HAS y( A1TE(.a'TED 10 LOCATE FOOTINGS A^.D'0:
FFNCE C'WNEPS(IIP NOT DETERMINED.
S PI A'. `r SJrr' E � I,AS L'EEN i REPAnLO FGR THE E KCI US'VE USI
„EC', 1 .1E. QF"rIF:CATE DOES (OT EC( 1513 TO ANY UNNAMED PAR
r r';,n rI r (.LAPS HAVE DESIC ^:ATED THE HEREIN )ESOTI[BED LA
LOCATION SKETCH
ADBREYIATIQNS AND MEArING
F.N D. = FOUND NAIL & DISK
FR. = FRAME,
FT = FEET
FNIP. = FEDERAL NATIONAL
INSURANCEPROGR•M.
F.!1 = FOUND NAIL
H. = HIGH (HEIGHT).
IN & EG = INGRESS AND E( RESS
EASEMENT
L P. = I IGHT POLE
L F E. = LOWEST FLOOR
ELEVATION.
L (.1E = LAKE MAINTENANG'
EASEMENT
t.11r1LJTES.
M = MEASURED DISTANCE
F.1()N. _ !AONUMEN T.
M(11. = MANI E
M'L = MONUMENT LINE
•l A.P. = NOT A PART OF.
NIGVD= NATIONAL GEOOETL :
VERTICAL DATUM.
N = NORTI I.
N.1 S = NOT TO SCALE
e • NO. _NUMBER
E O %S = OFFSET
011 =OVERHEAD.
0 II L = OVERHEAD UTILITY NES
OVN = OVERMAN(;
0 11 B - OFFICIAL RECORD t'001<
PV F.1T, = PAVEMENT.
PL = PI AN1 ER
= PROPERTY LINE.
P C C. = POINT OF COMPOUI ID
CURVE
P C = P01!IT OF CURVE
PT = PONT OF TANGENCY
PtC POINT OFOCMMENCE'AENT
POB = POINT OF BEGINNING
MIAMI, FL 3 1'38
P.R C = POINT OF F'EVFRSE
C1 RVE.
FRCP. COR = PROPERTY
GORIIER
P.3 = PLAT HOOK.
PG :PAGE
PVT(' = PAR/. WAY.
F'FIA . PERMANENT REFERENCE
MONUMENT,
P L S = PR( FESSIONAL LAND
SUR %EYOR
n_ = RECORDED DIS FANCE,
RR. RAILROAD.
RES = RESIDENCE.
RAN =RIGHT- OF(WAY.
RAD = RADIUS OR F'IADIAL.
A P. = RADII :S POINT.
FIG = RANGE,
SEC = SEC110N
STY = STORY.
SWK. = SIDEWALK.
SIP = SET IRON PILE L 3
S. = SOUTH.
S.N 0. = SET NAIL. & DISK L.B.4604
SP. SCREENED PCHOl1.
” = SECONDS.
T. = TANGENT.
TWP =TOWNSHIP.
U E = UTILI1'1 EASEMENT.
LJTIL =UTILNY.
U.P = UTILITY POLE
W.M = WATER METE R.
VJ,F. = W000 FENCE:.
W S = WOOD SHED
.1 = CENTRAL ANGLE.
W = WEST.
CENTER LINE.
4 = ANGLE
',ETE co,I E BI CORDED
JJECT E0 DEUICATIO'IS.
,RD LEGAL DLSCRIPT
OF 11'E SURVEY ViORr
OR 'JOT TO S'.AI_E
ROACI ,MEN TS
SE'BACKS A 'HE) ,TILL
ORn'ATIOrL F■R THEIR
TO'I. UNLESS OTIIE(1W SE
FOUNDATIO!
OF THE 1(.1 C IES NA1•
Y ,
,D TO PE
115044
:,c11e " =
Situated in Lone: X Community /Panel /Suffix:
Date of Firm: 03/02/1994 Ba Flood Elevation:
Certified to: BEVERLY JAMESON
STEWART TITLE GUARANTY COMPANY
STANDARD FEDERAL BANK, A FEDERAL SAVINGS BANK,
SUCCESSORS AND /OR ASSIGNS
CFASSIC TI'T'LE INC.
ITS
REV( ;ED ON
F
94
�
1,
i f , ✓ T •
(
sc
SUR7EYNo.
10
Luitomplukt
9A-0001.355
SHEET NO._ / OP 2
Date: 03/04/1998
WOOD':ENCE
CIiAIN I INK FENCE
a r.ET-2= CBS. WALL (CBW)
0.00 X E <ISTING ELEVATIONS.
I .9L9l PROPO 3ED ELEVATIONS
S1gvEYDR$_$_f1QIF$L I). IF SHOWN, BEARIN 3S AIRE
REF(RRED TO AN ASSUMED MERIDIAN, BY S/ ID PLAT
IN TFIE DESCRIPTION OF THE PROPERTY. IF t:OT.
111E11 BEARINGS ARE REFERRED TO COUNTY
l OW NSHIP MAPS.
2). IF SHOWN, ELEVATIONS ARE REFERRED T
B.(4.0 ELEV. _..-
OF N G,V.D OF 1929.
3) TI IIS IS A SPECIFIC PURPOSE SURVEY.
4). TI IE CLOSURE IN THE BOUNDARY SURVEY IS
ABOVE 1 :7500 FT.
I HEREBY CERTIFY: THAT THIS 'BOUNDARY SI IRVE.Y•
OF THE PROPERTY DESCRIBED HEREON, AS
RECI -.NTLY SURVEYED AND DRAWN UNDER M
SUPT RVISION, COMPLIES WI rH THE MINIMUM
1ECIINICALSTANDARDS AS GET FORTH BY
1 HE FLORIDA BOARD OF PROFESSIONAL LAN
SURVEYORS IN CHAPTER 61017(6. FLORIDA
ADMINISTRATIVE CODE PURSUANT
TO 4'2 027, FLORIDA STATUT ES
C(JR�y& ..- B
G ARRA (DATE OF FIELD c)ORI1
PROI ESSIONAL LAND SURVEYOR (10. 25 39-
STAI E OF FLORIDA. (VALID COPIES OF THIS SURVEY .01L1.
BEM THE EMBOSSED SEAL OF THE ATTESTLr I0 LAND
SURVEYOR),
120652- 0093 -J
'' 9.1.4 • 7c.• ..
.1 ! , 2
, e 4,A 1; , ,/ , ° I n t .) S A T f SUITE '02
Ei f P1 ' (305) 220
■'k (30') 554 7822
A ■
C-6
4 60
219[V37himmsvu IMIN79=M7J£J6 SiSlialff2NdIZITZEGUJEZVII/ VIEMMAIIMMEZSICRWitrAr /111ZIEM3rstzewes sztrnevaets
..f)" • , , . 7.
, .
20 '
BOUNDARY SURVEY S 7; lie 1" -
AP -13
7.1. 1 . Z ;
flint utht int .
LAND SURVEY011S
C
2o
c' av
alwat1.3.719,15.6.231112",
,Z7
4.1-0e.'4_,
0. CO
fwrt
SURVEY NO _ (
.`2
SHE ET NO.__ OF
a
coGl kW
35 >
.31
— w
-fa-
3 0-
ezac
.r.--
2' CBS
Ili/IRON FENCE
INTERLOCKING BRICK
2" SAND BED —
ROCK BASE --
POOL WALL
14.50 16.50
1225 14.25
- 111111 - 111111 IIIIII�IIIII �.
15' ALLEY
SELF CLOSING
SELF LATCHING
GATE
NE 35th STREET
SEWER
SELF CLOSING
SELF LATCHING
GATE
RESIDENCE
WATER
O.N.
ELEC
6' WOOD
FENCE
POOL
EQUIPMENT
WEATHERPROOF GFI
RECEPTACLE LOCATED 10 -20
FEET FROM POOL WATER EDGE
3' DEEP
INLET
EXISTING
RESIDENCE
ELEV. TOP OF POOL WALL
1.5
DEPTH OF POOL
5.0
ELEV. TOP OF MAINDRAIN
2.5
FLOOD CRITERIA
6.0
ELEV. TOP OF MAINDRAIN
25
POOL IN FLOOD CRITERIA
3.5
LESS 2'0" HYDROSTATIC VALVE
15
SLAB THICKNESS REQUIRED
6"
SURFACE AREA (SQ. FT.)
122
VOLUME (GALLONS)
16000
TURNOVER (HOURS)
10
PERIMETER (FEET)
114
DECK AREA (SQ. FT.)
393
FPL.
METER
STRUCTURAL NOTES:
BRICK OR STONE POOL SYMETRIC ABOUT
AXIS
COPING 6" CERAMICS
2004
DISC.
6" THICK CONCRETE WALLS REINFORCED WITH
• 3 BARS AT 10 " CENTERS BOTH WAYS
6" THICK CONCRETE FLOOR SLAB REINFORCED
WITH • 3 BARS A7 10 " CENTERS BOTH WAYS.
3 ' THIN
1.10 THAN
3 coND.
1 -2P 60P
TIMER 4
SWITCH
3 0 12 THWN IN
1/2" CONDUIT
I -2P -504
4 1- 2P -20A
IN 1- 1P -15A WI
2 "14 THWN
4 1 *12 THWN
IN '42" COND.
JUNCTION
O
2 HP PUMP
WATER LEVEL
ANTI VORTEX
MAINDRAIN
ELECTRIC RISER DIAGRAM
NOTE: PROVIDE •8 BARE COPPER BOND WIRE CONTINUOUS FROM
LIGHT TO POOL STEEL. (2 POINTS 180 DEGREES APART) TO DECK
STEEL (WHERE PRgvIDED) To EQUIPMENT BONDING.
GENERAL NOTE:
THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE
APPLICABLE CODES IN THE AREA IN WHICH THE PROJECT IS
LOCATED. THE SOUTH FLORIDA BUILDING CODE WAS UTILIZED FOR
MIAMI DADE COUNTY, 71-4E BROWARD EDITION 1999, WAS UTILIZED
IN BROWARD COUNTY, TI-4E SOUTHERN STANDARD BUILDING CODE
WAS UTILIZED IN MONIOE COUNTY.
PLUMBING NOTES:
I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40,
PVC -PW, NON-THREAD?, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MA IMUM 4'0" CENTERS WITH CLEVIS
HANGERS.
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE
SHALL BE 45 DEGREE BENDS.
3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL
PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED.
4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH
ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING COPE.
5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
6. POOL VACUUM SHALL COMPLY WITH SECTION 50025 b
OF THE SOUTH FLORIDA BUILDING CODE.
I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL REINFORCING STEEL SHALL NAVE A MINIMUM YIELD
STRENGTH OF 60,000 PSI.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI.
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING
PRINCIPALS.
1 1/2" HYDROSTATIC VALVE
SET IN 3/4" WASHED ROCK BED
POOL SECTION
NO SCALE
NO SCALE
110v/12v 2 • 12 1HILN + I "12
TRANSFOR" I THol IN I" COND.
12v
POOL
LIGHT:
TYP OF 2
TO CHLOR9"1ATIC
28 V. p.C.
GENERATOR
ELECTRICAL NOTES:
I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE
WITH NATIONAL ELECTRICAL CODE.
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM
TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE.
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0"
OF POOL'S WATER EDGE.
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY
DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB-
MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
NI
OAR CONTINUO
— 4" CO
SAFETY NOTES:
SOIL NOTE:
AQUADYNE PANEL
3 •8 THWN IN 34 4" COND.
NOTE:
5 HP HEAT PUMP BASED ON INFO IATION PROVIDED THIS
OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR
71-4E PROPOSED ADDITIONAL POOL EQUIPMENT
LOAD.
RECIRCULATION PUMP
2 HP, 50 GPM A7 60' TDH
SELF - PRIMING --
z P \� `
, 0 � \- 4g
AIR RELIEF VALVE
1 1/2" POOL WASTE
TO SPRINKLER
POOL COPING
SAME THICKNESS
AS WALL
POOL FILTER WIT( -1 150
SQUARE FEET OF FILTER
SURFACE AREA
CARTRIDGE
EQUIPMENT ISOMETRIC
MIN. 18" BELOW WATER
LEVEL
2 •3 BARS
ACROSS NICHE
UNDERWATER L.ICII -4T DETAIL.
_WATER LEVEL
MAX. N E
BASED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE
FOR THE DESIGN BEARING CAPACITY OF 2000 PSF.
HOWEVER IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL BE NOTIFIED.
MAX. PRESSURE VELOCITY LESS THAN 10' /6EC
MAX. SUCTION VELOCITY LESS THAN 8' /SEC
2" TILE STRIP OF
CONTRASTING COLOR
SW MOIUT DETAIL-
NO SCALE
70 BE ACCG 1P1..18NEr) my OTHERS.
POC1. BARRIER REQUIREMENTS:
THE POOL SHALL BE COMPLETELY CIRCUMSCRIBED BY A FENCE OR BARRIER
IN COMPLIANCE WITH ARTICLE 4242.11 OF THE FLORIDA BUILDING CODE.
ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF
LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE.
IF A PART OF THE HOUSE IS TO BE USED A8 THE BARRIER, ALL DOORS
AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED
WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT HAS A MINIMUM
SOUND PRESSURE RATING OF 85 dB .4 AT 10 FEET AND IS EITHER HARD
WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALAW SHALL PRODUCE A
CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE
OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 16
OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE
DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE
EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE
ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST
NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE
LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR
1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT
ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE
POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/•5PI -5 -95.
2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST
SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL
INCLUDE THE FOLLOWING STATEMENT:
"THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL
CHILDREN. IT 13 STRONGLY RECOMMENDED 'THAT AT LEAST ONE ADULT
RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION
AND /OR CARDIOPULMONARY RESUSCITATION (CPU)."
3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA
SHALL BEEQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE
ALARM WHEN THE DOOR OR ITS SCREEN 16 OPEN.
4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A
SEPARATE PERMIT 1 BEEN OBTAINED FOR AN APPROVED SAFETY
BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE.
NO SCALE
BOND WIRE TO
POOL STEEL
5 HP HEAT PUMP
W/ INTERNAL BYPASS
POOL WALL STEEL
1" NON METALIC CONDUIT
TO JUNCTION BOX
LIGHT BOUY
NO SCALE
TEE
SAME SIZE
AS PUMP
SUCTION
POOL DATA,:
NOTE: STEP STEEL
NOT REQUIRED
WATER LEVEL
WEIR
TURBO
BOOST
INLET
POOL COPING
18" 12" 12"
STEP DETAIL.
LOAD CALCULATIONS:
NO SCALE
POOL DECK
11/2" HYDROSTATIC RELIEF
M,41N17RAIN DETQIL TUBE. ONLY ONE REQUIRED
NO SCALE
MIN. 15 8Q. IN.
BASKET
1 k2 " TURBO
RETURN
2" SUCTION
SKIMMER SECTION
NO SCALE
GENERAL LIGHTING: 3200 6Q. FT. x 3 WATTS / 6Q. FT. = 9600 WATTS
APPLIANCE AND LAUNDRY ROOM = 4500 WATTS
RANGE = 12000 WATTS
DISPOSAL = 800 WATTS
DISHWASHER = 1200 WATTS
REFRIDGERATOR = 1200 WATTS
DRYER = 5000 WATTS
WATER HEATER = 4500 WATTS
TOTAL = 38800 WATTS
POOL LIGHTING : 300 WATTS
TOTAL = 39100 WATTS
FIRST 10 KW AT 100% = 10000 WATTS
2 29100 WATTS AT 40% = 11640 WATTS
TOTAL = 21640 WATTS
AIR HANDLERS = 15000 WATTS
HEAT PUMP = 5500 WATTS
POOL PUMP = 2500 WATTS
TOTAL = 44640 WATTS / 240 VOLTS = 186 AMPS
PROVIDE SCREEN
MESH AT JOINT
4- rrDROST4TIC UPL IFT
4 RISERS AT 10144 " EACH
OPTIONAL 2" TILE OF
CONTRASTING COLOR
TOP OF POOL OR SPA
COPING, WHICHEVER HIGHER
VENT DETAIL
NO SCALE
NOTE: IF THE POOL IN FLOOD CRITERIA 16 LESS THAN
6.1 FEET THEN 71-4E FLOOR SLAB SHALL TAPER FROM
6" A7 THE SHALLOW END TO THAT INDICATED ABOVE
AS SLAB THICKNESS REQUIRED.
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