1250 NE 94 St (10)CONTRACTOR'S SIGNATURE dj DATE
4
CONTRACTOR'S NAME (PLEASE PRINT)
,' Dolores Irnbert
SAY COM %SSION # DD09S888 EY.F +RES
NOTARY PUBLIC June ta, 206
BUILDING DEPARTMENT
10050 N.E. SECOND AVENUE
MIAMI SNORES. FLORIDA 33138•2352
TELEPHONE (305) 795.220
FAX (305) 756•8972
NOTICE OF REQUIREMENTS
RESIDENTIAL SWIMMING POOL,
SPA AND HOT TUB SAF i'Y ACT
I (We) acknowledge that a new swimming pool, spa or hot t u b will hereby ons tr tructed that or of
nstalled at Miami Shores,.
he following methods will be used to meet the requirements of Chapter 515, Florida
Statutes.
:ase initial the method(s) to be used)
The pool will be isolated rrierr access from the home by an
uirments of Florida Statute 515.29; re
that meets the pool barrier q
The pool will be equipped with an 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 the
devices release will be
equipped with self closing, self-latching
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 al inspection,
or
a
when pool is completed for contract purposes, will constitute violation Chapter 515, le
F.S. and will be considered as committing as misdemeanor a estabshed the second degree,
775, F.S.
p
by fines up to $500 and /or up to 60 days in 1 /� /�
OWNER'S SIGNATURE , DATE
///
NAME ( PLEASE PRINT)
I,Ai(tarn A ■; Eyi4Ef
ti,fry j�IC1,b:::: 00'• �`�d52
w3
STREET SUITE 202
A'33125
305) 220
64 -0229
DRAW811 R.CH.
1trUYuurz lint.
LAND SURVEYORS
urvey o f LOT 21, LESS THE EAST 40 FEETTHERE OF AND LOT 22 LESS THE WEST 10 FEET THEREOF
"Subdivision: MIAMI SHORES DAY VIEW '
According to the Plat thereof as recorded in the Plat Book No. 40
at" Page No. 16 of the public records of MIAMI -DARE C Florida.
'roperty Address: 1250 NE 94 ST, MIAMI SHORES, FL 33138
F or: MILAGROS PEREZ -LEAL
DRANAG EASEMENT
D.IAE DRAiNAE MALNTENA9CE
EA_SL!EN TS
VC. DRIVEWAY
T• DECREES:
LO AVON SKErCH
A 8 8 R E V I A T , O N A N D M E A N I N G
CH.8.. CHORD BEARAC - WM. MA*$C&L
T Ct. CLEAR .. " M/L. WONLRdOOT L.
'i'CLF... CHAIN LLtiiC FENCE. - N.AP.. NOT A PART OF. ,
i CM E- CA MAINTENANCE NOV+3. NATKMAL GEOOEPC
CONC... CONCRETE i VERTICAL DATUM.
C.P.• CONC. PORCH. N . NORTH
CSC -ATE SW z N.U.S. Not TO SCALE
{-NO.. Nt.14Wt.
0/S. OFFSET
0.11.- OVERHEAD
D.H.L• 0 '.CAD UTILITY LINES
O 'i1. 0 r '3
_.E- ,EASTT"< PVML• PA ENT.
E:TP. ElEC'TRIc TRANSFORMER PAD PL. TER. •
'. ELEV.- ELEVATION - P/L. F r Ty L NE
P.
DICK. L]NCROArx(MENT CG- PONT OF CO CURVE
FA... FIR£ HYDRANT: P.Q. PONT of D
P.- FOU'NO IRON PIPE: PT.. PO TAN
PONT OQ
T or U
F.1 :E
FIR.. FOU7i0 IROP4 RCO. ' POE.. L4 Cr BERN NCEl6t?IT
- -: PCB.+ Pp17 Of BE(�f11ltC.
LEGAL NOTES TO ACCOMPANY SKETCH OF SUF41:f (SURVEY):
THERE MAY 8E EASEMENTS RECORDED N 111E PVBUO ECYfiGS 143T 9f0API ON TINS SURVEY
11-E PURPOSE OF THIS SAVO' IS FOR USE N 08TAt4N7 TITLE NSURANCX ANO FINUl0NC ANO
S10ULD NOT 8E USED FOR C0N3IRUCTIC*4 PURPOSES
CCAI,BNAD)OHS OF DIE ABSTRACT OF TITIt WILL HAY[ ,'TO CIE MADE To OETEW..YNE RECORDED
NSTRWITS. IF ANY, AFTLCTNO THE PROPFJtry. 11-11S SURVEY IS SUB..EC1 TO DEDCATKJNS,
UMTA110/IS. RES RICTIONS. RESERVATIONS OR EASES4F. Cf RECORD. LEON. DESMPOONS
MONACO B CLIENT COMPANY.
BO .DARY Y.
%RAMEANS A ORAWI. AND / CRA CRAPI4C REPREDD4TATICH OF RE SUR'R'EY WONX
PERFORMED N THE FEUD, COULD BE DRAWN AT A SHOWN BEAU ANO/CR NOT TO SCALE.
EASE& 13 AS SNOAN ARE PER PLAT BOCK. MISS Oi}ERilL SKIN.
THE TFRIJ `QKRCACFi4RD1Y MEANS , ,Teat AND ABOVE GROIRA ENnToAO>- O TS
AR«4TECT3 SHAEL` Vti4FY micro REGULATIONS, RES"L�C ANO SETBACA;S ANO THEY MILE.
CE REJ'GtisTat Of A TTINo PLOT PLANS WIN THE ACT 4YOP:IATKMR FOR 1)1fiR
APPROVAL FOR AUTHOWA110N TO AUTHORITIES IN A NEW CO iSTFCUCTKtiS, UNLESS 0T CRWISE
NOTED, .*13 FIRM HAS NOT ATTLLPTED TO LOCATE POOTNO A.NO /OR F0iCATIOtis.
FENCE C/H :2V NOT DETERMQ4:D.
THIS PLAN Cf SURVEY, HAS BEEN PREPARED FOR TIE DC: UST.E U;Z Of THE ENTITIES NAMED
_. HEREON, THE CERTE1CATE DOES NOT EXT C 70 ANY UNNAMED PARTY.
'THE_FNP, LO.'I1 MAPS HAVE DESKAATED THE KARL ()ESCROW LAND TO BE
ROE.• RANCE.
SEC.. SECT10N.
STY.- STORY.
SW. SIDEWALK.
SET LRCM P.PE LB.
S• OUTH.
SECONDS
T- TANGENT.
Tr1fl. TO 'ntiSH P.
UTL. UITUTY.
UP.+ UTILITY POLE
W.M+ WATER METER.
W.F. - W%O PENCE.
W.S• W00O S;ED.
W/R• WOOD ROOF.
o - CENTRAL AND_E.
E - U?NTTR LINE
�C + ANGLE.
Scale 1' NT.S.
A• ARC F.F.E• F,N9iED FLOOR ELEVATION. PAC.- PONT OF REVERSE
A /C. ALR CONOLTONER PAD. F.N.D.. FOLiND NAVE do DISK . CURVE
AE. ANCHOR EASEMENT. ' FR. HU /E. P.8.• PLAT BOOK.
A/R. ALLM.NL14 ROOF. 4 FT» FEET PG.. PAGE.
-A/S+ ALUMNUI,1 SHED. , - FN'P.+ FEDERAL NATIONAL P#Y- PARKWAY.
ASP14.. ASP':iALT.' ` $ISURANCE PF7A. 4 k.4D T REFERENCE
B.Q. BLOOC CORNER. F.74.. FOUND NAM_ MONUVENT.
BLDG.. BUILDiNO. H.- NI%1 (OD0*i1) P.LS.. PROFESSONAL LAND
B.M.- BENCH MARK .H &EQ• INGRESS ANO E SURVEYOR.
ava . BA. LIP. oEmiVtrS LA atMV1 T. R.- RECORDED DISTANCE.
0- CA/OA -ATM - LP. UGHT POLE RR.. RAIL ROAD.
- C.8. CATCH BASIN. "- LF.E. LC NEST FLOOR ELEVATION. RES.. RE90ENCE.
CAS. CONCRETE BLOCK STRUCTURELM.E• WI MA:NTE.IA.NCE EA.MdENT R/w- RIG -IT-01 -WAY.
Cs W. CONE LL ' TE BLOCK WALL MINUTES RAD.- R.0sys OF RADIAL
CH. CHORD. .rtv- M.. MEASURED DISTANCE RP.. RADIUS PONT
L E G E N D T Y P I O A L
CIF• C1-(AN UNK FENCE
C 3 S 'AALL (Ca (Y)
LF•IRON FENCE
OVERHEAD UTILITY UNES
WF* HOOD FENCE
• EXISTING ELEVATIONS.
[ I : 1 0 0 1 • PROPOSED ELEVATIONS.
REVISED ON:
REUSED CM:
Situatedin 'Lone: AE Community /Panel /Suffix: 120652- 0093 -J
Date ' of -Firm: 07/17/1995 Base Flood Elevation: 8FT
Certified to: MILAGROS PEREZ -LEAL
ORAL_ - TITLE CORPORATION
FIRST AMERICAN TITLE INSURANCE COMPANY
OITIMORTGAGE'INC. IT'S SUCCESSORS AND /OR ASSIGNS ATIMA
suRVEY N "15
_Date: 02/04/2004
(.. NOTES:
I). V S10'eM, BEARNSS APE REFERRED TO AN ASSUMED
LORAN. BY SAID FLIT 24 TIE DESCRPM44 CF THE F'ROiLRTY. F NOT,
THEN EJEAPIA4 C$ APE FliTRRED TO COUNTY, TOWND-1P MAPS
2). f SKIM ,' ELEVATIONS ARE RE3FRRED TO
ELEV. FEET.
OF N.QVD. OF 1929. .
3). Tt1S IS A SPEC PC PURPOSE SURVEY.
4). THE CLOSURE IN THE BOUNDARY SURVEY IS
ABOVE 1 :7500 FT.
I HEREBY CERTIFY: MAT THIS 7 80U'NDARY SURVEY'
OF THE PROPERTY DESCRIBED HEREON. AS
RECENTLY SURVEYED ANO DRAWN UNDER MY
SUPERVISION, COMPLES WITH THE MINIMUM
TECHiNICAL STANDARDS AS SET FORTH BY
THE FLORIDA BOARD OF PROFESIUNAL LAND
SURVEYORS AI CHAPTER E1G17 -8, F1.0Rr0A
ADMINISTRATIVE COVE PURSUANT
TO 472.021. FLOR?OA STATUTES
BY:
a�� r teARRA (DATE OF MID WORK)
PROFESSIONAL. LAND SURVEYOR NO. 1 ' V3.2
STATE OF F10RICA (VAUD COPIES OF THIS SURVEY WILL BEAR
THE EMBOSSED SEA_ Of THE ATTESTING LANO SURVEYOR).
WA1, FLORIDA 33126
ELLPHONE: (303) 220 -3171
rAX (305): 264 -0229
1A'A BY: R. CA.
- -- - -at r-
�� 370.22' �s
13 /C F.I. 1/2"
F.I.P 1/2" NO CAP
NO CAP
CL
1
0
M
N
0.30' CL
1
FL? 1 /2'
NO CAP
grouts p um! etjurs
LAND SURVEYORS '
LIMIT OF PLAT
(N.A.P.)
BOUNDARY SURVEY SCALE = 1 ":20'
SURVEY No
04 -1359
SHEET No. 2 OF__�
.. CONC.
DRIVE
Ea
0.10' CL
0.15' �L
1 F.I.P1 /2"
NO CAP
L
- :7I�7I /2"
CJ
SURVEYOR'S NOTE:
There may be Easements recorded in the
Public Records riot ahcwn on this Survey
The purpose of thrt Surrey is for use in obtaining Tice Insurance
and Financing and shou:d not be used foe Construction purpose
1 '2 VENT LOCATED A
MAXIMUM OF 50 FEET
FROM MAINDRAINS
NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS
FROM PROPERTY LINES AND STRUCTURES PRIOR TO
EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN
THE MINIMUM REQUIREMENTS, EITHER BY OILNER OR
BUILDING OFFICIAL, THE ENGINEER SHALL BE NOTIFIED.
A
R/4,
BRICK ON SAND
FOOL L4 CUT
1/4"210
WEATHERPROOF GFI RECE TACLE
LOCATED 10 - 20 FEET F
POOL WATER EDGE
'6
*'2 VENT LOCATED A
MAXIMUM OF 50 FEET
FROM MAINDRAINS
+c� ai QUI∎IFI 1 N(3
- .I_OSINO/ SEA F-I_OOKIN(.3
GATE--.3 FlEQIJIFlEO
r vice: 4' 1-410F1 (MIN.)
AND NON-O IMBA3L E
Ir NEIGM3OR3 REMOVE FENCE
WALL, c)WNEFi MU3T FlEPL ACE
W111 A 4' FENCE ON
OWNEFi'3 PROPERTY
EXISTING
RESIDENCE
2004 U.
SERVICE
5' CHAIN
LINK FENCE
5' CHAIN
LINK FENCE
E
SELF CLOSING
SELF LATCHING I
GATE
J / \
EQUIF1
106.17 \
METER
PANEL
WATER
4LAWS TO BE PROVIDED ON
ALL DOORS AND WINDOW WITH
DIRECT ACCESS TO POOL DECK
1002 8.
100 .00
NE. 94 STREET
SITE F1_,
51.44
SEPTIC
TANK
3125
RIDGED METAL
CONDUIT
5' CHAIN
K .INK FENCE
SELF CLOSING
SELF LATCHING
GATE
12ECEPTALCE
BOX
\ �A
RECEPTACLE E3OX DETAIL
No BCALE
,SNEE7`
I
2
i tt
0 �
O'ER PF
G/V EA , . E
JUNE 26, 2004
DA re
ELEV. TOP OF POOL WALL
6.0
DEPTH OF POOL
5.0
ELEV. TOP OF MAINDRAIN
1.0
FLOOD CRITERIA
5.0
ELEV. TOP OF MAINDRAIN
1.0
POOL IN FLOOD CRITERIA
4.0
LESS 2'0" HYDROSTATIC VALVE
2.0
SLAB THICKNESS REQUIRED
10"
38
SURFACE AREA (8Q. F T.)
496
150
VOLUME (GALLONS)
14000
0.15
TURNOVER (HOURS)
4
22
PERIMETER (FEET)
91
DECK AREA (SQ. FT.)
1128
•3 OARS AT 9 " CENTERS
BULLNOSE
COPING
$
m�
*3 BARS AT 6 " CENTERS
'IMER
20A " 8WITC1-4 N
3 4 12 THWN IN I %" COND.-,
: 2 HP PUMP
•• FOR 15 410014
'12 FOR I50W
•10 FOR 200 4 300W
a, � 4 2 ••• +1.12 THLN
N , . IN 1/2" COND.
RISER 1DIAGRAM
MAX. 1 : 10PE ANTI VORTEX 0
MAINpRAIN 'n
HYDROSTATIC
POOL SECT ION RELIEF VALVE
SET IN WASHED
NO SCALE ROCK BED
1- 2P -50A 2 •8 TWIN + 1 .10 THHN IN
2004 .: FNOUSE 1- 2P-20A /3,411 COND.
PANEL 1 -1P -154
METER D)6C. 5 HP HEAL PUMP
50A DISC
2 4 14 THU1N + 1.12 THWN
IN 2" COND.
24V. DC TRAN6ORMER
CHLORMAT IC
SWITCH
161/ TRANSFORMER
JUNCTION BOX
150W
12V
150W POOL
15W L IGHT
6
Y
•3 BARB At 6 " CENTERS
NOTE: PROVIDE "8 BARE C PER BOND WIRE FROM LIGHT TO POOL STEEL. WHERE
,4 CONCRETE DECK IS NOT PROVIDED, PROVIDE A "8 BARE COPPER BOND
WIRE FROM THE POOL STEEL TO THE EQUIPMENT TO THE PANEL.
WHERE A CONCRETE SLAB 18 PROVIDED, THE BOND WIRE SHALL BE CONNECTED
FROM THE POOL STEEL TO THE REINFORCING MESH CONTINUOUS TO THE •5 REINFORC-
ING BAR M THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED
FROM THE PERIMETER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL.
ELECTRICAL NOTES:,.
I. ALL POOL ELECtRCA WORk SHALL BE ACCOMPLISHED IN COMPLIANCE
WITH FLORIDA q�U LD FNG.
2. ALL ELECTRIC "Csf20UNDING AND BONDING SHALL CONFORM
WITH THE FLORIDA BUILDING 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 BHAOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE
ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS,
HEATERS, PIPING AND RELATED POOL EQUIPMENT SHOWN ON THESE PLANS ARE
SATISFACTORY FOR EXPOSURE TO THE ELEMENTS.
POOL SAFETY DEVICES:
AS PER THE FLORIDA BUILDING CODE, THIS POOL AND /OR SPA 6HALL BE
PROTECTED (AT THE OWNER'S EXPENSE ,FROM UNAUTHORIZED AQCCE68
N ACCORDANCE WITH ONE OF 11-4E FOLLOWING:
1. A PERIMETER FENCE SHALL BE LOCATED AROUND THE POOL UTILIZING A PART
OF THE HOUSE AS A BARRIER THIS METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE
COMPLIANCE WITH ARTICLE 4242.11 OF THE FLORIDA BUILDING CODE.
ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF
LATCHING GATE COMPLYING WITH THE ABOVE INDICATED ARTICL
IF A PART OF THE HOUSE 18 TO BE USED AS 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 A AT 10 FEET AND IS EITHER HARD
WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A
CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCR ARE
OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 18
OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE
DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM 8NALL 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 INC-4E8 ABOVE THE THRESHOLD OF THE DOOR
2. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE
SURFACE OF THE POOL AND /OR 8PA THEREBY PREVENTING ACCESS TO THE
WATER THE NET OR COVER SHALL BE IN COMPLIANCE WITH ASTP1 F1346 -91.
3. A CHILD SAFETY FENCE (KIDDIE FENCE) A MINIMUM OF 48 INCHES IN HEIGHT SHALL
BE INSTALLED AROUND THE PERIMETER OF THE POOL PREVENTING ACCESS TO THE
WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL BE PERMANENTLY NBTALLED
AT ONE END WHICH CAN ONLY BE REMOVED BY TOOLS.
4. A COMBINATION OF THE PERIMETER FENCE AND CHILD FENCE MAY BE USED TO
PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE 18 INSTALLED IN
COMPLIANCE WITH ITEM 3 ABOVE.
*3 BARS AT 9 " CENTERS
ELECTRICAL LOAD CALCULATIONS:
GENERAL LIGHTING • 3000 8Q. FT. x 3 LUIS. / SQ. FT. • 9000
APPLIANCE CIRCUITS AND LAUNDRY ROOM 4500 WATTS
RANGE • 12000 WATTS
I8PO8AL • 800 WATTS
D I81-411JASHER • 1200 WAITS
REFRIDGERATOR • 1200 WATTS
DRYER • 5000 WATTS
WATER HEATER • 4500 WATTS
TOTAL • 38200 WATTS
POOL LIGHTING • 315 WATTS
TOTAL • 3855 WATTS
FIRST 10 KW AT 100 PERCENT • 10000 WATTS
28515 WATTS AT 40 PERCENT • 11430 WATTS
TOTAL • 21430 WATTS
AIR HANDLER • 15000 WATTS
HEAT PUMP • 6000 WATTS
POOL PUMP • 2100 WATTS
TOTAL • 44530 WATTS / 240 VOLTS • 185.6 AMPS
INTERLOCKING BRICK
CEMENT WEDGE- -
2" SAND BED
ROCK BASE
3
6 "
3 .3 0 9 " CENTERS
84 8PL IC
UJ SECTION
NO SCALE
NOTE: BAR SPLICE NOT REQUIRED
WHEN FLOOR BLAB STEEL 18 BENT
INTO WALL.
'111111 - = 111111 = 111111 =11111
I =111111 =III III = 111111-
POOL COPING
BRICK ON SAND DETAIL
NO SCALE
BOND WIRE TO
POOL STEEL
NOTE: BOND WIRE TO BE SECURED ILSE ��Ia
TO STEEL WITH APPROVED CLAMP.
CLAMP TO BE ENCASED IN DECK
SLAB OR CONCRETE BOX PROVIDING
MN. 3" OF COVER AROUND CLAMP
1.1" NON METAL-IC CONDUIT /
TO JUNCTION BOX
2 •3 BARS
ACROSS NICHE
LIGHT BOUY
UNDERWATER LLCM -4T DETAIL
NO SCALE
STRUCTURAL NOTES:
I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 P81.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60,000 P81.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 P81.
4. THE DESIGN OF T1-118 PROJECT HAS INCORPORATED A
RATIONAL DESIGN APPROACH BAKED ON ACCEPTED ENGINEERING
PRINCIPALS.
5. ALL REINFORCING STEEL SPLICES SHALL BE 18" N LENGTH UNLESS
OTHERWISE INDICATED ON THESE PLANS.
6. ALL REINFORCING STEEL BENDS 8NALL BE BY NAND WITHOUT THE
APPLICATION OF HEAT TO THE STEEL.
SOIL NOTE:
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.
WATTS
POOL WALL STEEL
NOTE:
BASED ON INFORMATION PROVIDED TI-418
OFFICE, THE EXISTING SERVICE 18 ADEQUATE FOR
THE PROPOSED ADDITIONAL POOL EQUIPMENT
LOAD.
OPT f ONAL 3 /4 "x2
BULLNOSE TILE
STEP SECTION
NO SCAL€
18"
1
Zg 3 /4' "4" BULLNOSE
TILE NOSING
•3 s 9 " CENTERS
18'' 30," 12 " I
SWIMOUT SECTION
NO SCALE
POOL DECK
11'2" RETURN
VENTURI
" VENT LINE
SPA TI -4EIRAfi Y DETAIL
NO SCALE
4 RISERS AT
101/2" EACH
1
rt
1'
6" CERAMICS
ANTI VORTEX
MAINDRAIN
44 3 BARB AT 9" C/C I 1
STEP AND BEAT STEEL HYDROSTATIC
NOT REQUIRED
RELIEF NOT RE Q'O.
SPA SECTION
NO SCALE
TE
SAME SIZE
A8 PUMP
SUCTION
'e
�v1 Ilia" HYDROSTATIC RELIEF
TUBE. ONLY ONE REQUIRED
1" 1A NDRAIN D �"�
NO SCALE
POOL FILTER WITH 115
SQ. FT. OF SURFACE AREA
CARTRIDGE
6 "x6" CERAMIC HANDHOLD
ON MAXIMUM 4'0" CENTERS.
1- 4AND14 OLD DETAIL
NO SCALE
1' -4"
' 10'L
N I
109000 BTU ,s6
5 HP HEAT PUMPe
P
c() , v
f„-c0¢
E
*3 BARS AT9 "C/C
OPTIONAL 3 4 "x2"
BULLNOSE TILE
NOSING ON STEPS
AND BEAT
PLUMBING NOTES:
*3 BARS AT 9" C/C
e •:"
�'a i r(∎ vt ) v )., 3, yF-� ��-
RE CIRCULATION PUMP
\ 11P' 2 HP, 95 GPM AT 60' TD 1-4
SELF PRIMING
ISOMETRIC
1. ALL 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 CLEVIB HANGERS.
2. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL
PRESSURE PIPING 1 I/2" DIAMETER UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHALL BE
IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS.
4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
5. POOL VACUUM 81-IALL HAVE SPRING LOADED CAP IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE.
6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE - PLUMBING SECTION 309 AS IT PER-
TAINS TO BOUYANCY.
1. THE WATER VELOCITY THROUGH ALL SUCTION PIPING SHALL
BE LESS THAN 8 FEET PER SECOND.
8 THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL
BE LE86 THAN 10 FEET PER SECOND.
9. ALL PIPING 61-1ALL BE SUITABLE FOR EXPOSURE TO ULTRA
VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES.
PROVIDE SCREEN
MESH AT JOINT
WATER LEVEL
WEIR
TOP OF POOL OR SPA
=T COPING, WHICHEVER HICs�;;`F2
VENT DETAIL
NO SCALE
ADJUSTABLE LID
CONCRETE
BASKET
(MIN 15 SQ.IN.)
CERAMIC TILE
THROAT
POOL WALL ® ��• SUCTION LINE
SKIMMER DETAIL
NO SCALE
POOL AND SPA DATA:
SPA POOL SWIMMING POOL
HYDROSTATIC UPLIFT
NOTE: IF THE POOL IN FLOOD CRITERIA 18 LESS THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6" AT THE SHALLOW END TO THAT INDICATED ABOVE
AS SLAB THICKNE88 REQUIRED.
S1-7/5E'T
2
2
/NEE
024Th'
NE 26, 2004
R PE
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PA A
BED ROOM
CRANE MODEL 2-A.-100 OR EQUAL W/
REMOTE AIR COOLED CONDENSING ` UNIT
TWO TON CAPACITY 800 CFM 40' SUCT.
2-1 H.P. 220/1/80 COMPR.
I/4 H.P. 120/1/60 BLOWER.
GAS FIRED 80,000 ETU AT BONNET
5" T RANSITE` FLUE W/ STORM H000
3/4" GAS CONN. BY OTHERS.
SUMMER -.WINTER THERMOSTAT
FRONT COVER OWN UNIT.
20X5
250
LIVING .
AIR COOLED CONDENSING -UNIT
I/ 3 H.P. BLOWER 12 0/1 / 6 0
O, A.
LOUVRE & DUCT.. BY OTHERS.
GrARAGE:
SCALE = 3/8"*
Lana
E rr 40
7r` 5 Tr
,5ca /e / - 30
P'De
co
h
?S
,S28
N.i3. /i 363 -30
MITCH OF SURVEY
Lot 21 less the East +0 feet thereof,
and Lot 22 Tess the West 10 feet ther
of, MIAMI SHORES BAY VIEW, according
to the Plat thereof, redorded in Plat
Book z+O at Page 10, of the Public
Records of Dade County, Florida.
Order No. 16908 Juno 6, 1955
Scales shown
l
HEREBY CER:fI Y; .T at . the attached
":SKETCH OF SU M:Y ' -tha.. abo.va, des-
cribed property /.t» . t 3 • nd. cor sect
to the best of l iny, ' e�
ithbwled .'a d belief
as recently su
ed r�d`plattoti' under
my direction. r " ' �
r •
HARRY C. SCHWE; AC A 0 INC.
✓ ` � .• - " 1' j _, i• t • �' Pres
Harry C Schwebke
Registered Land Surveyor /602
State of Florida.
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MIAMI SKY lN
CONSTRUCTION CORP.
STATE CERTIFIED BLILDING CONTRACTOR
705 N.E. 130 STREET • NORTH MIAMI, FL 33161 • PHONE: (305) 754 -2700 • FAX: (305) 899 -8840
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APP1
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Nth �I�l�tL� �11hK
Nth:4) *
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-Alf work performed under this contract shall comply with all National, State and Local
y
c�nles bavirig jurisdiction wind with all the requirements ofthe utilitiy companies whose
services shall be used Alt modilkcations required by these codes shall be made by this .
contractor with no additional charge.
- Contractor shall verily all the conditions prior to beginning construction and shall notify
the Architect immediately if discrepa,iei s occur.
=All materials furnished in the job site shall be new and stored in such a manner as to
protect therm from the elements.
• f;tW'.N.E?R.A.1 NO'!'I+,S
-All work must be done in strict accordance with the tiest practices of the trade, and must,
he p<rlorflied in a professional and workmanlike manner. Any work completed in a non
professiottarmanner shall be rejec(ed and must be redone by the contractor at no extra
cost, r,
1 hest ctrawit gs are instruments of construction aitd remain the property of the
Architect. Any reproduction of said drawings without the expressed written consent of
the Architect isprohi ite
•Oo.not scare these drawings as written dimensions govern.
1tooting Contractor shall be responsible for providing . \atertight roof assembly.
-Wood; all wood in contact with inasoory or concrete shall be pressure treated,
lumber shall Southern Pine 4( t)ougrass Fir, Grade in U,N :O.
armarimumi
24 % 34 PRINTED ON NO. MOH CLEMPRINT •
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REVISIONS
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