95 NE 95 St (5)sooi ss.J
Bennett
R gi tered Engineer # 14
Registered Surveyor #
BTATEOr FLORIDA..
I " Jed* r.106e -
•SKETCH 0 '; SURVEY
Lots 23 and 24, Block 5 AN A,MENDED MIAMI SHORES SECTION NO.
cc 1,
aording to the plat t recorded in Plat Hook 10, at Page 70, of the
Publio Records of Dade Count , Florida.
For
and Mrs. W. P. Craig
BISCAYNE ENGINEERI G T COMPANX
Order # 25945 civil $n ineere March 15th, 1952.
P. 8, 970-36 '�ianii ' F�or�.da " . ... � ._ $oaPe8, Shown
HEREBY OERTIFY t That the attaohed °SKETCH OF 3URV l" of the above
deaoribed proPerty 18 true and oorreot to the best ot, gt�r knowledge and.
belief as reoently surveyed and platted -under our'direotion; also that there
are no encroachments unless shown thereon.
BxSOAYNE ENGINENG' COMPANX
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CHAIN
L INK
FENCE
C.B.S.
WALL
4/-41.10
4/ 44.31
INTERLOCKING BRICK
NE 35th STREET
POOL WALL
RESIDENCE
106.00'
+/ -32.64
+/ -35.64
+/- 83.19
POOL COPING
RICK ON SAND DETAIL
No SCALE
Per A4117- t44 -11
+/ -33.12
+/ -21.85
C.B.S.
WALL
SEWER AT ER
Gfi ki1/ CM t ) / ti /fie / he &c/oscx U// // 6e P D t/ � C�/1 . 1 �c� 57�
s Tr,th &? si
SCALE : 1/20' =1' -0'
EXIISTING
3' WALL
200W
12V
LGT
R5' -6'
5'x18'
SWIMOUT
EXISTING
PATIO
5' DEEP
MAIN
DRAIN 5'-
DECK -O -DRAIN
INLET
BUL LNOSE
COPING
WEATHERPROOF GFI
RECEPTACLE LOCATED
EXIST NG 10 -20 FEET FROM POOL
RESICENCE WATER EDGE
R4'-6
3' DEEP
POOL
EQUIPMENT
BRICK ON
SAND
ACCESS
FPL.
METER
PLUMBING NOTES:
ELECTRICAL NOTES:
STRUCTURAL NOTES:
6' CERAMICS
6' THICK GUNITE WALLS REINFORCED WITH
• 3 BARE AT 10' CENTERS BOTH WAYS
6 ' THICK GUNITE FLOOR SLAB REINFORCED
WITH • 3 BARS AT 10' CENTERS BOTH WAYS.
WATER LEVEL
MAX. 1:16LOPE
�---_� ;n
POOL SECTION
NO SCALE
3 N0 Tt4uN +
1 "10 Tt- N IN
3 4' COND.
1- 2P -20A
1-1P-15A GPI
200
AMP
PNL
1- 2P -30P
TIMER 4
SWI TGH
3 •12 THWN IN
tei' CONDUIT
1 HP PUMP
J BOX
ELECTRIC RISER' DIAGRAM
NO SCALE
1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40,
PVC -PW, NON - THREADED, NSP APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH CLEVIS
HANGERS.
2. ALL SUCTION PIPING PItTING6 LOCATED BELOW GRADE
SHALL BE 45 DEGREE BENDS.
3. ALL SUCTION PIPING 6HALL BE 2' DIAMETER AND ALL
PRESSURE PIPING 1 I/2' DIAMETER UNLESS OTHERWISE NOTED.
4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH
ARTICLE 50043 OP THE 60UTI-4 FLORIDA BUILDING CODE.
5. ANTI VORTEX MAINDRAIN9 SHALL HAVE ITS PLATE SECURELY
PA6TENED WITH tAMPERPROOP SCREWS.
6. POOL VACUUM SHALL COMPLY WITH SECTION 5002.5 b
OP THE SOUTH FLORIDA BUILDING CODE.
I. ALL FOOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OP 3000 PSI.
2. ALL REINFORCING STEEL SHALL HAVE 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.
BRICK OR STONE
COPING
1 1/2' I- 4YDRO6TATIC VALVE
SET IN 3/4' WASHED ROCK BED
NOTE: SECURE MAINDRAIN GRATE
WITH SCREW&
TAN FOR 200W
THWN FOR 15W
2 • ••• THWN + 1+'12
Tl - N1.N IN I' COND.
I2Y
POOL
LIGHT
1. ALL POOL ELECTRICAL WORK 6HALL 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 6HALL 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 SHAMING EXPECTED 46 BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
SAFETY NOTES:
SOIL NOTE:
RECIRCULATION PUMP
1 1-1P, 50 GPM AT 60' tpH
SELF - PRIMING - - - -_ ____
MIN. 1a' BELOW WATER
LEVEL
2 •3 BARS
ACROSS NICHE
1 1/2' POOL WASTE
POOL WALL STEEL
I' NON METALIC CONDUIT
'TO JUNCTION BOX
LIGHT BOUY
BOND WIRE TO
POOL STEEL
UNDERWATER LIGHT DETAIL
NO SCALE
POOL, SPA AND H0T TUB BARRIERS:
ALL POOLE, SPAS AND H0T TUBS 6HALL COMPLY
WITH SECTION 5001 OF THE SFBC AND SPECIFICALLY
5001.2 (10) (aa) 'ALL DOOR WITH ACCESS TO TI-4E
POOL 61 -1ALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES
AN AUDIBLE WARNINGS WHEN THE DOOR OR IT6 SCREEN 16
BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR
A MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND
BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO
BE HEARD IN THE DWELLING. TI-4E AL61�M SHALL BE EQUIPPED
WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE TI-4E ALARM
FOR A SINGLE OPENING. THE DEACTIVATON SWITCH 61-1.61.1- BE
LOCATED AT LEAST 54 INCHES ABOVE TI-4E THRESHOLD OF THE
DOOR
1. A PERMANENT SAFETY WARNING SIGN 6HALL BE PROVIDED AT
ALL SWIMMING POOL AND EPA AREAS READILY VISIBLE FROM THE
POOL AREA IN ACCORDANCE WITH APENDIX F AN6!MSPI -5 -95.
2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST
SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND 6HALL
INCLUDE THE FOLLOWING STATEMENT:
'THERE 16 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 WITH DIRECT ACESS TO THE POOL fEA SHALL BE
EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN
THE DOOR OR ITS SCREEN IS OPEN.
4. THE POOL AND /OR SPA 6HALL NOT BE FILLED WITH WATER UNTIL A
SEPARATE PERMIT 1-44e BEEN OBTAINED FOR AN APPROVED SAFETY
BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE.
BARED ON A VISUAL INSPECTION OF THE 61tE,
SOIL CONDITIONS, ROCK ANID SAND ADEQUATE
FOR THE DESIGN BEARING CAPACITY OF 2000 PSF.
HOWEVER, IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL SE NOTIFIED.
POOL FILTER WITH 100
SQUARE FEET or FILTER
SURFACE AREA
CARTRIDGE
EQUIPMENT ISOMETRIC
NO SCALE
POOL COPING ^ WATER LEVEL
F
2' TILE STRIP OF
CONTRASTING COLOR
SWIMOUT DETAIL.
NO SCALE
NOTE: STEP STEEL
NOT REQUIRED
WEIR
TURBO
BOOST
INLET
STEP DETAIL -
NO SCALE
POOL COPING
POOL DECK
WATER LEVEL �r--1 r 1
MIN. 15 6Q. IN.
BASKET
11 /2' TURBO
RETURN
2' SUCTION
SKIMMER SECTION
NO SCALE
POOL DATA:
NYDPOSTATIC UPL
4 RISERS AT I0'4 ' EACH
OPTIONAL 2' TILE OF
CONTRASTING COLOR
SURFACE AREA (6Q. FT.) 368
VOLUME (GALLONS) 10000
TURNOVER IHOURB) 10
PERIMETER (FEET) 19
DECK AREA (SQ. FT.) 463
ELEV. TOP OF POOL WALL 1.5
DEPTH OF POOL 50
ELEV. TOP OF MAINDRAIN 25
FLOOD CRITERIA 6 0
ELEV. TOP OF MAINDRAIN 2.5
POOL IN FLOOD CRITERIA 3.5
LESS 2'0' HYDROSTATfC VALVE 1.5
SLAB THICKNESS REQUIRED 6•
NOTE: IF TI-4E POOL IN FLOOD CRITERIA 16 LESS THAN
6.1 FEET THEN THE FLOOR SLAB 61-IALL TAPER FROM
6' AT THE SHALLOW END TO THAT INDICATED ABOVE
AS SLAB THICKNESS REQUIRED.