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- NE COR. LOT' (Pe.5 -P. '
N.W. Cor.
Goy },
Ic-A 4-
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c- ',5.14.31)
LEGAL DESCRIPTION:
SURVEYOR'S NOTES:
FORTIN, L);AV(, SKILES, INC.
.,No VA!, 10 ItNLE -S Sc•y: :D ,
CERTIFIC:MON lO:
i
D3nieT — C Foi�t1 n, for The 7 irm
Registered Land Surveyor No. 2853
State of Florida
&» ii /ud / 4ene1 Ceti ./1):
AMAD Ct=RT• T i ;
�Fiv c GL f "S- 151 o.C.v. (LOT S�
SKETCH OF SURVEY
Ootb Male Jo
J t4 j87 l ... ' .. lo ... ,
,'oR r/2N of - s - r eVf 53 5 - R(S E 4 E
L OCA r /oN 5KErC'f/
Begin at a point in the North line of Lot F, as shown in the Plat recorded in
Plat Book 5, page 90 of the Public Records of Dade County, Florida, and 120
feet West of the Northeast corner of Lot S, according to the Plat aforesaid,
running thence East along the North lire of said Lots F and S, 90 feet to a
point on the North line of said Lot S; run thence South parallel to the East
line of said Lots S and F, 220 feet to a point; run thence West parallel to
the North line of said Lots S and F 90 feet to a point; run thence North
parallel to the East litre of said Lots S and F, 220 feet to the point of
beginning, said tract being a plot of land 90 feet by 220 feet, constituting
a portion of said Lots S and F according to said Plat, also known as 961) N.E.
95th Street.
- Legal Description (per O.R. 11055, page 1996) furnished by Client.
- Lands shown hereon were abstracted for easements and /or rights -of -way
of r'ecor'ds �=z A.,rvosLNa<S T■ \N�SUrz ONCE FuN)o.rr.)c (c- Nov j t388)
- Elevations Shown thusly << -j."YI are relative to the National Geodetic
Vertical Datum of 1929 and based on Dade County Bench Mark B -50, Elevation
40.02.
- Lands shown hereon containing 19,798 square feet or 0.4545 acre, more or
less.
SURVEYOR'S CERTIFICATION:
We hereby certify that the attached "Sketch of Survey" of the above described
parcel of land is true and correct to the best of our knowledge and belief as
surveyed May 14, 1987 under our direction and complies with the minimum tech -
nic_al standards set forth by the State of Florida Board of Land Surveyors.
Olise f•lannattan iWantrjl Ser'v1r_es, Inc., a Delaware ':orpr, ration, 1b�
Chase Manhattan of Florida and or its successors or assigns, as their
interest may appear,
Lawyers Title Insurance Fund, Inc.
Fowler, White, Burnett, Hurley, Banick and Strickroot, P.A.
lnrilla 4ationa1 Sank
Ind .:C3nrle M. Pen3
f trti -, :eavy, Skiie , Inc .
CC•rtatattleta !'ngksstllt! a Lane Stove fattk
CI 6SS SovtJa ?Wei IA /31211‘ at / B0-ca R atter floods 13111
U ISO Northeast t64th Str:af / Mott Waal Basch, ftortda lliq
0•Q• 653 -14f1 1 8taatad 46$4150 / Boca Raton 19$137
No iS
'104e0 zia■
REF. : .599 - 29 't PLATS (45) 84) 4 (
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lot 4-
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GoT ,5.14-3 - 1 )
LEGAL DESCRIPTION:
FORTIN, LEAY,Y, SKILES, INC.
Begin at a point in the North line of Lot F, as shown in the Plat recorded in
Plat Book 5, page 90 of the Public Records of Dade County, Florida, and 120
feet West of the Northeast corner of Lot S, according to the Plat aforesaid,
cunriiny thence East along the North line of said Lots F and S, 90 feet to a
puint on the North line of said Lot S; run thence South parallel to the East
line of said Lots S and F, 220 feet to a point; run thence West parallel to
the North line of said Lots S and F 90 feet to a point; run thence North
parallel to the East line of said Lots S and F, 220 feet to the point of
t;eyinning, said tract being a plot of land 90 feet by 220 feet, constituting
a portion of said Lots S and F according to said Plat, also known as 960 N.E.
95th Street.
SURVEYOR'S NOTES:
- Legal Description (per O.R. 11055, page 1996) furnished by Client.
- Lands shown hereon were abstracted for easements and /or rights- of-way
of records, o =2 \ v1 - Q2 e - lruE 1n.)su2�NC� F (c ��83�<d1 ') Z;) t9F_�8�
- Elevations shown thusly < ° ) 2 are relative to the National Geodetic
Vertical Datum of 1929 and based on Dade County Bench Mark B -50, Elevation
(10.02.
- Lanus shown hereon containing 19,798 square feet or 0.4545 acre, more or
less.
SURVEYOR'S CERTIFICATION:
We hereby certify that the attached "Sketch of Survey" of the above described
parcel of land is true and correct to the best of our knowledge and belief as
surveyed May 14, 1987 under our direction and complies with the minimum tech-
nical standards set forth by the State of Florida Board of Land Surveyors.
B y : // �:�/�G�
(Daniel C. Fortin, For The r irm
Registered Land Surveyor No. 2853
State of Florida
",J„; 1 .1I -11) I4'4LEY SEALED'
ocda /cc! / /4menet Ceti ib 890092- / -/8 -89 AF
A-M CER.T- Tb :1n3 -
ev 'o s<. CO • 3 15;1 0.C. (Lo-r '&
PCRr7ON cF 46 C. 5- rive 53 5 - Fe
L OCA f /O/v 'KETCH
SKE TCH OF SURVEY
CERiIF ICAi IUN 10:
Chase 'lann ttan ■inanclal Services, Inc., a Delaware I:orporation, dba
Chase Manhattan of Florida and or its successors or assigns, as their
interest may appear,
Lawyers Title Insurance Fund, Inc.
Fowler, White, Burnett, Hurley, Banick and Strickroot, P.A.
'latinnal Bank
Hn9 ind ;e trine M. Pena
Fit Fotf; Levy, Side, Inc.
Consulting En$M..rs • Land Swr.Ydf1F
Q Of South frd•gM FISitt* at / 8oca /Work FrorMa 33132
O 120 Nor1i s*$ 121Uh $tr•N / NoFtN Mlsm1 nese% Florida 331 t? .
O.O. 633 -4123 / Brow$rd 4431120 / sou Heron 31443111
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DRAWING NO:
w eig p
APPROVED:
X
REVISED:
SUPERSEDES DRAWING
NO.
\ \ r
, _\„,„ i
N E N Sof f , 4-v a v/ x
SCALE ? ".. _1'01 FL
ALL DIMENSIONS & SIZE DESIGNATIONS
GIVEN ARE SUBJECT TO VERIFICATION
ON JOB SITE AND ADJ`"SJMENT TO FIT
JOB CONDITIONS.
fie
J
J
CUSTOMS
- 1�2 IIA . � I �kr�C
( NO . 1 4.e. q5 5f.
MiAM, 10 °05
v�,►vra��nuiev
N�C`tl C- 04 110
`VA ,1.S 1) 1L(A0'de
94 -4116
f ad (Abs.
Zro3) :
DESIGNER:
THIS IS ' AN ORIGINAL DESIGN AND
MUST NOT BE RELEASED OR COPIED
UNLESS APPLICABLE FEE IIAS BEEN
PAID OR JOS OFFDER PLACED.
G 00
31 -i
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NE COR. LOT "5(P6.5 -r �O)
N.W. Cor.
C;ovi. lot 4-
`' O L O f301• -Y
. 11A 1.00' SCQ .
GJ1 (5•{4.8'1
(5- 14.81)
LEGAL DESCRIPTION:
FORTIN, L Ar'Y, SKILES, INC.
"NOT VALID UNLESS SEALED"
SKETCH OF SURVEY
' 7 i
Dane Fortin, For The Firm
Registered Land Surveyor No. 2853
State of Florida
CERTIFICATION TO:
Coral Gables Federal Savings & Association
Lawyers Title Insurance Corporation and
J.O. Pena
PORTION OF ,;'6' '.5- T✓VP. 53 -
L OCA T/OJv 5XETCN
Begin at a point in the North line of Lot F, as shown in the Plat recorded in
Plat Book 5, page 90 of the Public Records of Dade County, Florida, and 120
feet West of the Northeast corner of Lot S, according to the Plat aforesaid,
running thence East along the North line of said Lots F and S, 90 feet to a
point on the North line of said Lot S; run thence South parallel to the East
line of said Lots S and F, 220 feet to a point; run thence West parallel to
the North line of said Lots S and F 90 feet to a point; run thence North
parallel to the East line of said Lots S and F, 220 feet to the point of
beginning, said tract being a plot of land 90 feet by 220 feet, constituting
a portion of said Lots S and F according to said Plat, also known as 960 N.E.
95th Street.
SURVEYOR'S NOTES:
- Legal Description (per O.R. 11055, page 1996) furnished by Client.
- Lands shown hereon were not abstracted for easements and /or rights -of -way
of records.
- Elevations shown thusly , (D.' 2 are relative to the National Geodetic
Vertical Datum of 1929 and based on Dade County Bench Mark B -50, Elevation
}10.02
- Lands shown hereon containing 19,798 square feet or 0.4545 acre, more or
less.
SURVEYOR'S CERTIFICATION:
We hereby certify that the attached "Sketch of Survey" of the above described
parcel of land is true and correct to the best of our knowledge and belief as
surveyed May 14, 1987 under our direction and complies with the minimum tech-
nical standards set forth by the State of Florida Board of Land Surveyors.
Fortin, L avy, Sidles, Inc.
ConiuIUno Einitlttrs 4 L $un•y t
C9 •si ioutA FpsrN NI9hwpyJ Gott Acton. orldt » 4fl
Q 'w yor#h•.ot 160th $l ed1(Norih MJ*mI 8 Figr44. ilte=
0*4+ »3 44�3J 9rgwl,rd 4} ,-lib{ I Ouch I IIoa 3� r ? )0
•
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4
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5 ( 1 2 3T - LnA5
a1.:14-107 KUy
ir.---1/./ Lot --()
1 O'-
I 164/ (ABDuc kAct.A)/11.1.X
1ST 11.00n
78 x 39 1032
()3 x 5.61) • (73.10 ,
tivAnti, 1018.29
OUSE
ax4-
5
Tr\SOL1 o
1,91
6.34
PU-000 97
(9.x
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2ND FLOOR
21 k 16.61 r 350.01
28 x 39 • ' 1072
(3.5n x 10.92 •
LIVA1 P, 13741
1ST 'Inn 1018.29
it rtAl. •
160 OF II1R STRIFE'
- MANI :011RFR, FIMINA
18.92
16.61
RoCIFD
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14 MINC
ROOM
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16.61
MASTER
NEortooti
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MIAMI; FLORIDA 33137
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NOTE: ,i L Ex:1' ?UUEr) AL.Ut -j /NfJ,
HEAVY 11L
NOTE: ALL PIPING SHOWN ON THESE PLANS IS TO BE SCHEDULE 40, PVC -PW, NON THREADED, NSF APPROVED. PIPING SHOWN AS CURVED IS FOR LOCATION PURPOSES ONLY. ALL PIPING TO BE JOINED WITH APPROVED FITTINGS. SOLAR INLETS) IS A PROPRIETARY NAME GIvEN BY THE POOL COMPANY FOR FLOOR INLET.
EXISTING
RE SIDENCE
407ts CONTRACTOR SHALL VERIFY ALL 6ETSACKS
FROM PROPERTY LINES AND STRUCTURES PRIOR TO
EXCAVATION. SHOULD ANY SETBACKS SE LESS THAN
I THE MINIMUM REQUIREMENTS, EITNER DY Ou,NER OR
DUILDING OFFICIAL, THE ENGINEER WALL BE NOTIFIED.
EXIST.
SLAB
WEATHERPROOF GPI RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE
EXISTING
RESIDENCE
FOOL LAYOUT
1/4"
POOL REQUIREMENT :3:
SELF - CLOSING/ SELF - LOCKING
GATES REQUIRED
FENCE: 4' HIGH (MIN.)
AND NON - CLIMBABLE
IF NEIGHBORS REMOVE FENCE/
WALL, OWNER MUST REPLACE
WITH A 4' FENCE ON
OWNER'S Pt- P
Itz" VENT LOCATED A
MAXIMUM OF 50 FEET
0 FROM MAINDRAINB
VENT LOCATED A
MAXIMUM OF 50 FEET
FROM MAINDRAINS
48" TALL CHILD FENCE
LOCATED .4 MINIMUM OF 20"
FROM POOL'S WATER EDGE
31105
2004 U.G.
SERVICE
41.05
WATER
90.0
11/2" VENT LOCATED A
MAXIMUM OF 50 FEET
FROM MA INDRAINS
21 0 23 SEPTIC
TANK
n
METE i
EQUIP
N.E. 95 STREET
PANEL
SITE FLAN
1 "•30'
21.45—
Cr
2
ELEV. TOP CP POOL WALL
65
DEPTH OF POOL '
SID
ELEV. TOP OF MAINDRAIN
15
MIAMI DADE COUNTY FLOOD CRITERIA
50
ELEV. TOP OP MAINDRAIN
15
POOL N FLOOD CRITERIA
35
LESS 2'0" HYDROSTATIC VALVE
15
SLAB THICKNESS REQUIRED
6"
50
SURFACE AREA (SQ. FT.)
468
1200
VOLUME (GALLONS)
12500
10
TURNOVER (HOURS)
4
28
PERIMETER (FEET)
92
DECK AREA (60. FT.)
185
'3 BARS AT 10 " CENTERS
BULLNOSE
COPING
0
l0.
6
0 3 BARS AT 10 " CENTERS 4)
320 AMP
METER -MAIN 3 `3/0 THAN
COMBINATION 2" COND. [
CEMENT
WEDGE
SAND BED
NOTE: FROM TRANSFORMER TO
JUNCTION BOX:
300W: 2'10 1H1-N + 1+12 THAN
150W: 3'12 t441--IN
15W OR 100W: 2.14 THAN + 1 '12 THI-N
ALL Y2" CONDUIT
POOL HEATER
1 HP HEAT PUMP
AIR RELIEF
VALVE
POOL FILTER,
CARTRIDGE 150 SQ.
FT. OF SURFACE AREA
NATURAL GRADE
OR COMPACTED
FILL
POOL WALL
INLET
MAX SLOPE
I : 1 ANTI VORTEX
MAINDRAIN
HYDROSTATIC
POOL SECTION RELIEF VALVE
SET IN WASHED r3 BARB At 10 " CENTERS
ROCK BED
1 -2P -604
1 -2P -2004
j
e fr
NO SCALE
200,4
HOUSE
PANEL
BRICK PAVERS
PAVER DETAIL
NO SCALE
SAND -OLD DETAIL
NO SCALE
2 '6 THIN 4 2 0 10 THAN
IN 3 4" COND.
PUMP SWITCH
Cs4T SIUIT
TIME
16V TRANSFORMER
JUNCTION
BOX (TYP)
I -2P -204 IMMEAE VICINITY OF EQUIP
1 -2P -404 ALL EQUIPMENT WITHIN VIEW.
1- 1P- 15A 3'12 THAN N (1" COND.
150W
15W
ELECTRIC RISER
NO SCALE
yA.?" F5) 46
'8 THAN IN 3 4" COND. •
2 HP RECIRC. PUMP
AQUABRITE
150w 3 '92 THAN IN 1/ " COND.
a (A ,F Q pDC �
P• A a �O J AI- /x �N \�
RECIRCULATION PUMP
2 HP, 95 GPM AT 60' TDH
SELF PRIMING
1, f O ° 10 0,5 2-
1V1 go¢
1 .
EQUIPMENT ISOMETRIC
NO SCALE
TOP OF POOL -SPA WALL
STRAIGHT OR
CURVED WALL UNIT
*3 BARS .AT 12 " CENTERS
PUMP HEAT
NOTE: 4 L PIPING 81ZE8 8HOWN ON THE EQU
C SHALL 1301A TANEQ TO FITTINGS
ALL INLETS ' HA - . +" PIPE
TIONS 0 t ET" PiTTi'0- ANlSN,
ON THIS SHa T = • ItNG •THER tIZE
1" STONE CAP
GLASS BLOCK SET M
TYPE 'M' MORTAR
BLOCK LADDER
RE INFORCEMENT
GLASS BLOCK DETAIL
NO SCALE
POOL -SPA WALL
6 "x6" GI_ ASO
BLOCK
GLASS BLOCK
PATTERN
WALL SECTION
NO SCALE
NOTE: BAR SPLICE NOT REQUIRED
WHEN FLOOR BLAB STEEL 18 BENT
INTO WALL.
SKIMMER SECTION
NO SCALE
NOTE: PROVIDE '8 BARE COPPER BOND WIRE FROM LIGHT TO POOL STEEL. WEIERE
A CONCRETE DECK 18 NOT PROVIDED, PROVIDE A'8 SANE COPPER 3GND
WIRE FROM THE POOL STEEL TO THE EQUIPMENT TO TI4E PANEL
WHERE A CONCRETE SLAB IS PROVIDED, THE BOND WIRE SHALL BE CONNECTED
FROM THE POOL STEEL TO THE REINFORCNG MEN-4 CONTINUOUS TO THE 5 REINFORC-
ING BAR IN THE PERIMETER SLAB FOOTNG. A BOND WIRE SHALL THEN BE CONNECTED
FROM THE PERIMETER STEEL TO NE EQUIPMENT TO 114E ELECTRICAL PANEL.
ELECTRICAL NOTES:
I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED N COMPLIANCE
WITH FLORIDA BUILDNG COPE.
1. ALL ELECTRICAL GRO NDNG AND BONDNG SHALL CONF 1 1
WITH THE FLORIDA BUILDNG 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 81 -TALL BE SUB-
MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITCNAL SERVICE AND LOAD CALCULATIONS, F NECESSARY.
5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE
ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTANER ALL PUMPS,
HEATERS, PIPING AND RELATED POOL EQUIPMENT SHOWN ON THESE PLANS ARE
SATISFACTORY FOR EXPOSURE TO THE ELEMENTS.
TURBO
BOO
INLET
PLUMBNG NOTES:
L ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40,
PVC -PW, NON-THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROIN OR GN MAXIMUM 40" CENTERS WITH CLE:v1S HANGERS.
2. ALL SUCTION PIPNG SHALL BE 2" DIAMETER AND ALL
PRESSURE PIPNG 11/2" DIAMETER UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHALL BE
IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT FECdUIREMENt9.
4. ANTI VORTEX MANDRAIN6 SHALL HAVE ITS PLA L SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
5. POOL VACUUM SHALL HAVE SPRNG LOADED CAP N ACCORDANCE
WITH THE FLORIDA BUILDNG CODE.
6. ALL PIPNG SHALL BE NBTALLED N ACCORDANCE WITH THE
FLORIDA BUILDNG CODE - PLUMBING SECTION 309 AS IT PER -
TANS TO BOUYANCY.
1. TI4E WATER VELOCITY THROUGH ALL SUCTION PIPNG SHALL
BE LESS THAN 8 FEET PER SECOND.
8
TI4E WATER VELOCITY THROUGNT ALL PRESSURE PIPNG SHALL
BE LESS THAN 10 FEET PER SECOND.
9. ALL PIPNG SHALL BE SUITABLE FOR E)a°OOLLRE TO ULTRA
VIOLET RADIATION AND NORMAL OPERATNG TE1PERATUREB.
ST
N,
POOL AND SPA DATA:
1 2
6 BARS AT 10" C/C
STEP AND SEAT STEEL
NOT REQUIRED
NOTE:
BASED ON INFOR1ATIGN PROVIDED T1418
OFFICE, THE EXISTING SERVICE I8 ADEQUATE FOR
TI-E PROPOSED ADDITIONAL POOL EQUIPMENT
LOAD.
HYDROSTATIC UPL IFT
NOTE: IF THE FOOL IN FLOOD CRITERIA 18 LESS THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6" AT THE 8NALLOW END TO THAT INDICATED ABOVE
AS SLAB THICKNESS REQUIRED.
• ALLOWS FOR WALL SKIN FRICTION OF 30 P8F
AND THICKNESS OF SLAB
DOUBLE BULLNOSE
-1'- ILL- - 10 18 I _ , _ 6" CERAMICS
MN RIwI JIMM/1A111111A1•1U11111111111111
1101111 11111111110:1111111111111111111111111111111111111111111111111 1/P
1
' ANTI VORTEX
MAIND
111
HYDROSTATIC
RELIEF NOT REQ'D.
SP4 SEC`ION
NO SCALE
BULLNOBE TILE
(OPTIONAL)
60" 12" 12''
1' -4"
8" 10" 12" 14" 16" 18"
SLAB THICKNESS
12
NOTE:
140SE BIBS WNACUj.1 BREAKER REQUIRED
PROTECTION OF WATER SUPPLY TO COMPLY WINN FBC 42426.65 1 424.2.9
DISPOSAL TO COMPLY WITH FOC 4242.10
COVERS REQUIRED, PLANS TO COMPLY WITH FLORIDA ENERGY CODE 611.1 abc 132
WATER HEATING EQUIPMENT TO COMPLY WITH FIG. 4242.14
SWUMMNG POOL WATER HEATING EQUIPMENT SHALL CONFORM TO THE DESIGN,
CONSTRUCTION AND INSTALLATION REQUIREMENTS IN ACCORDANCE WITH
ACCEPTED ENGNEERNG PRACTICES AND SHALL BEAR 11-E LABEL OF
RECOGNIZED TEBTNG AGENCY, AND SHALL INCLUDE A CONSIDERATION OF
COMBUSTION AIR, V NTNG AND GAS SUPPLY REQUIREMENTS FOR WATER HEATERS
CONNECTIONS, ALL WATER I4EATNG EQUIPMENT SHALL BE INSTALLED WITH
FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER PER P.B.C. 4242.14.4
STEP SECT IO N
NO SCAL
DOUBLE BULLNOSE
OR TILE
Iii" AIR VENT
` 1' JET /INLET LINE
'3 BARS AT 10" C/C
OPTIONAL 3 4 "x2"
BULLNOBE TILE
NOSING ON STEPS
AND BEAT
'3 BARB AT 10" C/C
POOL SAFETY DEVICEC:
A8 PER THE FLORIDA BUILDING C007, '1HI8 POOL AND /OR SPA SHALL BE
PROTECTED (nT THE OWNER g EXPENSE FRC41 UNAUTHORIXED AQCCE88
IN ACCORDANCE Wril4 CF THE FOLLOUNC:
L A PERIMETER FENCE SHALL BE LOCATED AROUND THE POOL UTILIZING A PART
OF NE HOUSE AS A BARRIER T14I8 (METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE
COMPLIANCE WITH A:2TIOL '24111 OF Ti IE FLORIDA BUILDING CODE.
ACGEe8 1-1HOUGP THE BAQRIEH 6 IA.L 3E THROUGH SELF CLOSING, SELF
LATCHING GATES GGi`1PL1' NG WITH THE ABOVE INDICATED ARTICLE.
IF A PART OF THE HOUSE 18 TO BE USED AS THE BARRIER ALL DOORS
AND WNDOWB WITH DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED
WITH A'N EXIT ALA 4A COh1°L.'!iNG 1'1IrH UL 2011 THAT HAS A MINIMUM
SOUND PRE31:11Rt- R4TI4Z OF d5 d6 A AT 10 FEET AND 18 EITHER HARD
WIRED OR CF F4E PLUG -IE: T',PE. THE EXIT ALAR1 SHALL PRODUCE A
CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE
OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 18
OPENED AND BE CAPABLE OF BENG HEARD TI4ROUGHOUT THE HOUSE
DURNG NOMINAL 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 TI4E THRESHOLD OF THE DOOR
2. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE
SURFACE OF THE POOL MID /OR SPA THEREBY PREVENTING ACCESS TO THE
WATER NE NET OR COVER 51-IALL BE IN COMPLIANCE WITH ASTM F1346 -91.
3. A CHILD SAFETY FENCE (KIDDIE FENCE) A MNIEAJM OF 48 INCHES N I4EIGHT SHALL
BE NBTALLED AROUND THE PERIMETER OF THE POOL PREVENTNG ACCESS TO TI4E
WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL BE PERMANENTLY NSTALLED
At ONE END WHICH CAN ONLY BE R1EMOVED BY TOOLS.
4. A COMBINATION OF TI4E PERIMETER FENCE AND CHILD FENCE MAY BE USED TO
PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE IS NSTALLED IN
COMPLIANCE WITH ITEM 3 ABO),E
STRUCTURAL NOTES:
I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL RENFORCNG STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH CF 60000 P51.
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 14A8 INCORPORATED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED
ENGNEERNG PRINCIPALS.
5. ALL REINFORCNG SPLICES SHALL BE 18" IN LENGTH UNLESS
OTHERWISE NDICATED ON THESE PLANS.
SOIL NOTE:
BASED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND SAND4RE ADEQUATE
FOR THE DESIGN BEARING CAPACITY OF 2000 PSF.
14OU.EVER IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL BE NOTIFIED.
OF
A44/' pr /y
�y , co �-
N / fir 4 z9
1 , ,
SAME TEE SIZE
1°° ,11
AS PUMP
SUCT
1 HYDROSTATIC RELIEF
TUBE. ONLY ONE REQUIRED
L" 1'AINDRAIN DETA
NO SCA LE✓
BOND WIRE TO
POOL STEEL
NOTE: BOND WIRE TO BE SECURED
TO STEEL WITH APPROVED CLAMP.
CLAMP TO BE ENCASED IN DECK
BLAB OR CONCRETE BOX PROVIDING
MIN. 3" OF COVER AROUND CLAMP
NON METAL IC CONDUIT
TO JUNCTION BOX
2 '3 BARB
ACROSS NICHE
POOL WALL STEEL
LIGHT BOUY
UNDERWATER L ICI -4T DETAIL
NO SCALE
VENT LINE LENGTHS:
I HP OR LESS PUMP ■ 30 PEET
I1a HP PUMP ■ 40 FEET
2 HP PUMP i 55 FEET
2 HP OR LARGER 7 14 FEET
VENT LINES DESIGNED TO
PROVIDE RELEASED IN 3
SECONDS OR LESS AT A
MAX VACUUM OF 4.5" 14g.
PROVIDE SCREEN
ME H AT JOINT
TOP OF LOWEST COPING,
YARD OR DECK, WHICHEVER
IS HGHE:rZ VENT DETAIL
NO SCALE
0.4
2
,/fig; R PaE. C. (/? ?91 2004