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MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miaini Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Owner's Name and Address
` il'�ert Har' ^orr
Registered Architect and /or Engineer IIt rr+,; Perrier
Mir' Millers, Ire. 222 N. E. 2n 3. 11 -e.
Name and address of licensed contractor
Location and legal description of lot to be built on:
Lot 1 2 & W 7 11 Block 24
Street and Number where work is to be done
State work to be done and purpose of building (by floors)
Orlrae Ariait
New Building Remodeling
To be constructed of e_ r ;3 Kind of foundation
Estimated Total cost of improvements $ 5()() • ')()
Zone cubage required _-
Distance to neat nearest building
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to ¥1Pmf 5 '"oreg : dl'ier rrlc'. 902P N. E. 2r1'j •r A
e.
The undersigned applicant for this budding permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such sub tractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks
(Signed) -_
S fATE OF FLORIDA,
COUNTY OF DADE. SS.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
therein by him sti
the above des abed construction, that he las carefully read the foregoing application, and that he did sign the same, and that all facts
ed are true.
of �
Permit No
and who, being by me first duly sworn, upon oath deposes and says that he is the
Disapproved
( Signed )
T -c) r ead, Sworn to and Subscribed before me.
(X\,. ;-`• y
Building Inspector \T ZT }
1y Commission Expires
Dat
Subdivision M 1 t- 1 •l" Or ^ C ti')/1 TT0 1
122 N. E. O2n'1. `>t.
Addition
and for no other purpose.
X Repairs No. of Stories
Roof Covering
r,r¢ve
Amount of Permit $ ` /?
Plan Cubage_ &^f''x ���02 /���,p f
Size of Building Lot
PLANNING BOAR.. ,...r..
Chairman
M ember ember
Member - l
Member �
Council Approved Member
Date Disapproved
NOTE: A charge of $1.00 will be made for making corrections er changes to this application after approval Date
the Planning Board. pproval has been obtained from
A re- inspection fee of •$1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
Date
' oril 5
See l
Notary Public, State of Florida
1P2 2 Street N E
19 ?-
22211. St.
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12.44 11.44
\
19.25 /
29.25
6' WOOD
FENCE
INTERLOCKING
2 " SAND BED
ROCK BASE -
SELF CLOSING
SELF LATCHING
GATE
SITE
�L4N
SCALE : 1/70 " =1' -0"
SEWER WATER
BRICK
DECK
EL: 11.41'
ALARMS
NE `2nd STREET
,
J 1 Il 1i IIIIII II II III
POOL WALL
. 15'
EQUIP
POOL
RESIDENCE
F .F. EL: 11.91'
15'
POOL WALL
•
POOL COPING
•
0
1
25.25
32.15
PANEL
m
E3RfCK CAN 041\1E) DE TAIL
NO SCALE
O.N.
EL EC
6' WOOD
FENCE
-m
Si--4EEfR DESCENT DETAIL
NO SCALE
STUCCO BACK
OF WALL
- "4 BAR
"3 BARS AT 12" C/C
/ EACH WAY
f E4M ID.vTAIL-
NO SCALE
POOL. 'LAN
SCALE : 1/4 " =1' -0"
/
EXISTING
RESIDENCE
STUCCO BACK OF
12" TI -1ICK WALL
RAISED +18"
4 /
18" WIDE DESCENT
SWIMOUT
SNELLOCK
COPING
1111
SNEER
11/2" VENT
13'
SOLAR
RETURN
INLET 3' DEEP
111111111n
MAIN DRAINS
6' DEEP
WEATHERPROOF GP I
RECEPTACLE LOCATED 10 -2
FEET FROM POOL WATER EDGE
SLAB TO BE OF
SUFFICIENT SIZE TO
ALLOW FOR FUTURE
POOL NEATER
POOL
EQUIPMENT
SPELLOCK ON SAND
TURBO
SKIMMER
SAM -4
LGT
VACUUM
SAM
LGT
BEACH
AREA
/ / /
3' -6"
/
DECK -O -DRAIN
4'
ACCESS
/
EXISTING
RESIDENCE
ELEV. TOP OF POOL WALL
11.4
DEPTH OF POOL
6 0
5.4
g O
5.4
06
-1.4
ELEV. TOP OF MAINDRAIN
FLOOD CRITERIA
ELEV. TOP OF MAINDRAIN
POOL IN FLOOD CRITERIA
LESS 2'0" HYDROSTATIC VALVE
SLAB THICKNESS REQUIRED
6"
SURVACE AREA (SQ. FT.)
416
VOLUME (GALLONS)
14000
TURNOVER (HOURS)
4
PERIMETER (FEET)
90
DECK AREA (SQ. FT.)
186
F.P.L.
METr R
2 r0 1NUN +
2 '10 rHWN IN
3 4" COND.
2004
DISC.
fl reil_
1- 2P -30P
TIMER 1
SWITCH
3 x'12 THWN N
1/2" CONDUIT
PLUMBING NOTES:
ELECTRICAL NOTES:
STRUCTURAL NOTES:
BRICK OR STONE
6" CERAMICS WATER LEVEL COPING
0
� MAX. 1:1 SLOPE �
6" THICK 51- 4OTCRETE WALLS REINFORCED WITH
* 3 BARS AT 10 " CENTERS BOTH WAYS
6" THICK SHOTCRETE FLOOR SLAB REINFORCED
WITH N 3 BARS AT 10 " CENTERS BOTH WAYS. FOOL SECTION
NO SCALE
I -2P -204
1 -IP -154 GFI
AQIJADYNE PANEL
NOTE:
BASED ON INFORMATION PROVIDED THIS
OFFICE, THE EXISTING SERVICE 15 ADEQUATE FOR
THE PROPOSED ADDITIONAL POOL EQUIPMENT
LOAD.
2
+ 1"12 THWN
IN 1/2" COND.
110V/12V
F.FOFeMER 2 " " THWN + 1 0 12
TI-IWN IN I" COND.
',JUNCTION TYP OF 2
4 �x L161,41-
2 HP PUMP
TO CHLOR14TIC
28 V. D.C.
GENERATOR
ELECTRIC RISER DIAGRAM
NO SCALE
NOTE: PROVIDE "8 BARE COPPER BOND WIRE FROM LIGHT TO POOL STEEL. WHERE
A 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 IS PROVIDED, THE BOND WIRE SHALL BE CONNECTED
FROM THE POOL STEEL TO THE REINFORCING MESH CONTINUOUS TO THE 0 5 REINFORC-
ING BAR IN THE PERIMETER BLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED
FROM tHE PERIMETER STEEL TO THE EQUIPMENT. A SHEATHED GROUND WIRE, SIZED IN
ACCORDANCE UITH THE RISER DIAGRAM SHALL BE PROVIDED FROM THE EGU{F' 1 NT
TO THE PANEL.
I. ALL POOL AND EQUIF TENT PIPING SHALL E3E SCHEDULE 40,
PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEVIS
HANGERS.
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE
SHALL BE 45 DEGREE BENDS.
3. ALL SUCTION PIPING SHALL SE 2" DIAMETER AND ALL
PRESSURE PIPING 11/2" D IAMETES UNLESS OTHERWISE NOTED.
4. POOL WATER DISPOSAL SHALL SE TO DRAfNAC:E WELL
IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS.
5. ANTI VORTEX MAINDRANS SHALL HAVE ITS PLATE 5ECU2ELY
F4 TNED WItN TAMPERPROOF SCREWS.
6. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE.
1. ALL PIPING SHALL ESE INSTALLED IN ACCORDANCE WITH THE
FLORIDA E3UILDING CODE- PLUMF3ING SECTION 309 AS IT PER-
TAINS TO E3OUYANCY.
ANTI VORTEX
MAfNDRAIN
1 1/2" HYDROSTATIC VALVE
SET IN 3/4" WASHED ROCK BED
44 4 12 FOR 150W SAM
I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE
WITH FLORIDA BUILDING CODE.
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFOR'1
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 SHAOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60000 P3I.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 P31.
4. THE DESIGN OF THIS PROJECT 1-4A3 INCOF 'OR4TED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING
PRINCI
POOL COPING
SAME THICKNESS
AS WALL
SUJIMOUT DETAIL.
NO SCALE
SAFETY NOTES:
SOIL NOTE:
WATER LEVEL
N r
2" TILE STRIP OF
CONTRASTING COLOR.
RECIRCULATION PUMP
2 HP, S5 GPM AT 60' TDH
SELF -FR[ 1NCs
AIR RELIEF VALVE
1/2" '"OCL WASTE
JU'`
s0\- gN
MAX. PRESSURE VELOCITY LESS THAN 10' /SEC
MAX. SUCTION VELOCITY LESS THAN 8' /SEC
EQUIPMENT ISOMETRIC
NO SCALE
MIN. 10" BELOW
WATER LEVEL
2 '3 BARS
ACROSS NICHE
1. A PERMANENT SAFETY WARMING SIGN SHALL BE PROVIDED AT
ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE
POOL AREA IN ACCORDANCE WITH APENDIX F ANS'JNSPI- 5. -35.
2. THE WARMING SIGN, 43 PER ITEM 1 ABOVE, SHALL WARN AGAINST
SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL
INCLUDE TI-4E FOLLOWING STATEMENT:
UNDERWATER LfG+ -4T DETAIL
NO SCALE
TO ag ACCOMPL IUD E3Y O tb4ERa.
POOL BARRIER REQUIREMENTS:
THE POOL SHALL BE COMPLETELY CIRCUMSCRIBED 6Y 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 11-4E ABOVE INDICATED ARTICLE.
IF A PART OF THE HOUSE 13 TO BE USED AS THE BARRIER, ALL DOORS
AND WINDOWS WITH DIRECT ACCESS TO TI-4E POOL SHALL BE EQUIPPED
WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT 1-4A3 A MINIMUM
SOUND PRESSURE RATING OF 85 dB A AT 10 FEET AND IS EIITHER HARD
WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A
CONTINUOUS AUDIBLE WANING WHEN THE DOOR AND ITS SCREEN ARE
OPENED. TI-4E ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 13
OPENED AND BE CAPABLE OF BEING HEARD THROUrHOUT THE HOUSE
DURING NORMAL HOUSEHOLD ACTIVITIES. THE AL4 M SHALL BE
EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY CEACTIVATE 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
"THERE 13 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 ALAR1 WHICH PRODUCES AN AUDIBLE
ALARM WHEN THE DOOR OR ITS SCREEN 13 OPEN.
4. THE POOL A•D /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A
SEPARATE PEWIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY
BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE.
BASED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE
FOR THE DESIGN BEARING CAPACITY OF 2000 P.
HOWEVER, IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL BE NOTIFIED.
POOL FILTER WITI -4 150
SQUARE FEET OP FILTER
SUR>'ACE AREA
CARTRIDGE
POOL WALL STEEL
1" NON METALIC CONDUIT
TO JUNCTION BOX
LIGHT BOUY
BOND WIRE TO
POOL STEEL
TE E
SAME SIZE
AS PUMP
SUCTION
FOOL DATA:
NOTE: STEP STEEL
NOT REQUIRED
48" 12" 12"
WATER LEVEL
WE I R
TURBO
BOOST
INLET
STEP DETAIL
NO SCALE
POOL COPING
SKIMMER SECTION
NO SCALE
1 HYDROSTATIC RELIEF
TUBE. ONLY ONE REQUIRED
D
NO SCALE SCALE
YDROSTATIC UFL I
4 RISERS AT 10 " EACH
OPTIONAL 2" TILE OF
CONTRASTING COLOR
POOL DECK
PROVIDE SCREEN
MESH AT JOINT
MIN. - 15 SQ. IN.
BASKET
11/2" TURBO
RETURN
2" SUCTION
TOP OF POOL OR SPA
-T COPING, WHICHEVER HIGHER
VENT DETAIL
NO SCALE
NOTE: IF T1-4E POOL IN FLOOD CRITERIA 13 LESS THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6" AT THE SHALLOW END TO THAT INDICATED ABOVE
A3 SLAB THICKNESS REQUIRED.
v p a
� _ � r , .
1/,' \
- -
,A 7177,
a -
o
■
.
STEP
rim
l
STEP-
`
18" WIDE
SWIMOUT
VENT
Jai:
, 3' SNEER
DESCENT
6
SKIMMER
MAIN DRAINS
6' DEEP
SAM
LGT N;
4
I3UL LNOSE
COPING
VACUUM
�-
d
SAM
LGT N
i(
,
/
3' DEEP
INLET
e .d
d c
-
.�' 2933
12.44 8.52
5' WOOD
FENCE
(tYP.)
1933
SEPTIC
-
\ SELF CLOSING
\ SELF LATCHING
GATE
f TE L4N
SCALE : 1/20" =1' -0"
EQUIP
DECK EL: 11.41' m
AL,4R iS
15'
WATER
RESIDENCE
FP. EL: 11.91'
15'
NE 92nd STREET
WOOD
ELEC. FENCE
32b1 (TYP.)
S CLOSIN
SELF TCI-41 'G
�
PANEL
POOL ftEClUIREM,►11f :3:
EI F -C I OSNG/ ;:ELF-LOCKING
GATES R OUIPFD
FENCE: 4' HIGH (MIN.)
AND NON -C' IrA3A3LE
IF NEIGH3ORS REMOVE FENCE/
01 WALL, OWNER MU).ST REPLACE.
( N WITH A 4' F NCE ON
OWNER'S F ROPEJ3TY
3 A
1
POOL PLAN
SCALE : 1/4 " =1' -0"
PROPOSED
SHOWER
AREA
EXISTING
RESIDENCE
4'
ELEV: +'S"
ELEV: +12"
ELEV: +6
13'
WEATNERPROOI= GF I
RECEPTACLE LOCATED 10-20
FEET FROM POOL WATER EDGE
POOL
EQUIPMENT
E3RICK ON SAND
- 79951±-
ELEV: +12"
ELEV: +6
/
3' -5"
- 1' -5"
ACCESS
ELEV. TOP OF POOL WALL
11.41'
DEPTH OF POOL
6.0 -
ELEV. TOP OF MAINDRAIN
5.41
FLOOD CRITERIA
5.0
ELEV. TOP OF MAINDRAIN
5.41
POOL IN FLOOD CRITERIA
-0.41
LESS 2'0" HYDROSTATIC VALVE
-2.41
SLAB THICKNESS REQUIRED
6"
SURFACE AREA (SQ. FT.)
416
PERIMETER (FEET)
90
VOLUME (GALLONS)
13302
TURNOVER (HOURS)
2.95
DECK AREA (SQ. FT.)
199
EXIST. DECK (SQ. Ft.)
-
DECK -O -DRAIN (FEET)
-
FOOTING (FEET)
-
POOL FINISH
-
•
SRICK OR STONE
COPING
6" CERAMICS WATER LEVEL
MAX. 1:1 SLOPE
5" THICK GUNITE WALLS REINFORCED WITH
11 3 BARS AT 12" CENTERS BOTH WAYS
ANTI VORTEX
MAINDRAIN
- -nu-
1 I/2" HYDROSTATIC
6" THICK GUNITE FLOOR SLAB REINFORCED VALVE SET IN 3/4"
WITH 4 fr3 BARS AT 12" CENTERS BOTH WAYS. WASHED ROCK SEE)
S T: F J
SOIL NOTE:
36" 12" 12" 12"
L�_
GENERAL NOTE:
ET1IL
NO SCALE
BASED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND 6ANDARE ADEQUATE
FOR THE DESIGN SEARING CAPACITY OF 2000 P&F.
HOWEVER, IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL BE NOTIFIED.
rOOL SECTION
NO SCALE
5 RISERS AT 11/4" EACH
OPTIONAL 2" TILE OF
CONTRASTING COLOR
NOTE: STEP STEEL
NOT REQUIRED
THESE PLANS WERE PREPARED IN ACCORDANCE WITH TI-4E
APPLICABLE FLORIDA BUILDING CODE (EDITION 2001)
BASED ON INFOFd'1ATION PROVIDED TO THIS OFFICE, THE EXISTING SERVICE
IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT
NOTE: PROVIDE "8 BARE COPPER SON WIRE CONTINUOUS FROM LIGHT TO
POOL STEEL. (2 POINTS 180 DEGREES APART) TO DECK STEEL (WHERE
PROVIDED) TO EQUIPMENT BONDING.
PLUMBING NOTES:
1. ALL POOL AND EQUIPMENT PIPING SHALL SE SCHEDULE 40, PVC -PW,
NON - THREADED, NEF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR
ON MAXIMUM 4'0" CENTERS WITH CLEVIS HANGERS.
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL SE 45
DEGREE SENDS.
3. ALL SUCTION PIPING SHALL SE 2" DIAMETER AND ALL PRESSURE PIPING 1
1/2" DIAMETER UNLESS OTHERIJISE NOTED.
4. POOL WATER DISPOSAL SHALL SE TO DRAINAGE WELL IN ACCORDANCE
WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS.
5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED
WITH TAMPERPROOF SCREWS.
6. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE WITH
T1-4E FLORIDA BUILDING CODE.
1. ALL PIPING SHALL SE INSTALLED IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE - PLUMBING SECTION 309 AS IT PERTAINS TO BOUYANCY.
8. ALL POOL AND SPA SUCTION INLETS SHALL SE PROVIDED WITH A COVER
THAT HAS SEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING FACILITY
AND COMPLY WITH ANSI /ASME A 112.19BM. "SUCTION FITTINGS FOR USE OF
SWIMMING POOLS, SPAS, HOT TUBS AND WHIRLPOOL BATHTUB APPLIANCES" IN
ACCORDANCE WITH THE F.S.C. 4242.6.62.
ELECTRICAL NOTES:
1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLI
WITH FLORIDA BUILDING CODE.
2. ALL ELECTRICAL GROUNDING 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 SUBMITTED AND APPROVED
SHAOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND
LOAD CALCULATIONS, IF NECESSARY.
STRUCTURAL NOTES:
1. 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 PLANE) 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.
PROVIDE SCREEN
MESH AT JOINT
TOP OF POOL OR
SPA COPING,
WHICHIEVER HIGHER
za r
NT JET4IL
NO SCALE
TEE SAME
SIZE AS
PUMP
SUCTION
POOL COPING WATER
SAME '
TH ICKNESS
AS WALL
2" TILE STRIP OF
CONTRASTING
COLOR.
IMOL11" DETAIL
NO SCALE
I1/2" HYDROSTATIC
RELIEF TUBE. ONLY
ONE REQUIRED
8 -3/8" LAG BOLTS SET IN
LEAD ANCHORS
M,4INDRAIN D. TAI
NO SCALE
MIN. IS" BELOW WATER
LEVEL
2 *3 BARS
ACROSS NICHE
SLAB TO BE SET AT SASE FLOOD
ELEVATION OR HEIGHT OF LOWEST
LIVING FLOOR
4" CONCRETE SLAB REINF.
W/ 6x6 10/10 WIRE MESH
4Nl'', OR4GE DETAIL
NO SCALE
POOL WALL STEEL
1" NON METALIC CONDUIT
TO JUNCTION SOX
LIGHT BOUY
BOND WIRE TO
POOL STEEL
UNDERWATER L-IGL4T DETAIL
NO SCALE
WATER LEVEL
N WEIRf ..
CERAMIC
TILE THROAT
POOL WALL
ADJUSTABLE LID
SKIMMER DETAIL
NO SCALE
Th POOL FILTER
RECIRCULATION PUMP
L!
,.);\ le
CONCRETE
BASKET
(MIN 15 SQ.IN.)
SUCTION LINE
\ \V `
O �¢ 1 J Py�S
SL1EER DESO
INTERLOCKING SRICK
CEMENT WEDGE -
2" SAND BED
ROCK BASE
III x=11 =11 IIImi
POOL WALL
•
POOL WALL
TO SE ACCOMPLISHED BY OTHERS,
POOL 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 SE
THROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE. IF A PART OF THE
HOUSE 13 TO SE USED AS TI-4E BARRIER, ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL SE
EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A
AT 10 FEET AND 16 EITHER HARD WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALAF'S1 SHALL PRODUCE A CONTINUOUS
AUDIBLE UJARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALAS4 SHALL SOUND IMMEDIATELY AFTER
THE DOOR IS OPENED AND BE CAPABLE OF SEING HEARD THROUGHOUT THE HOUSE DURING NOFd HOUSEHOLD
ACTIVITIES. THE ALAF81 SHALL SE 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 SE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR
1 1/2" POOL WASTE
RECIRCULATION PUMP
11/2 1-4P, 15 GPM AT 60' TDI-4
SELF PRIMING
HOSE 01E3E3 W/VACUUM BREAKER REQUIRED
VACUUM FITTING IS TO COMPLY WITH FSC 4242.6.62 3 4242.9
PROTECTION OF WATER SUPPLY TO COMPLY WITH FSC 4242.6.6.5 4 4242.9
DISPOSAL TO COMPLY WITH FBC 4242.10
F.PL.
METER
NT ETAIL
NO SCALE
POOL COPING
13RICK ON SAND DETAIL
NO SCALE
0
\\ /1
HOUSE SUB
PANEL PANEL
DATA:
AIR RELIEF VALVE
Ult
POOL FILTER WITI.4 150
SQUARE FEET OF FILTER
SURFACE AREA
CAR'' "RI)✓ CIE
MAX PRESSURE VELOCITY LESS THAN 10' /SEC
MAX. SUCTION VELOCITY LESS TI-1.4N 8' /SEC
EQUIJMLNT ISOMETRIC
NO SCALE
3 4 12 71-4WN IN 1/2"
1- 2P -20A / CONDUIT 2 4 12 71-41.1.N + 1 4 '12 7HWN
X 1P -15A /r IN 1/2" CONDUIT
12 VOLT
POOL
LIGHT
II �' I 12 VOLT
JUNCTION
110 V /12 V BOX LIGHT
TRANSFOF�MEF POOL
L".TIMER
Ids HP PUMP
ELECTRIC RISER D IAG . R4M
NO SCALE
NOTE: PROVIDE "8 SAKE COPPER BOND WIRE FROM LIGHT TO POOL STEEL. WHERE
A CONCRETE DECK IS NOT PROVIDED, PROVIDE A "8 SAKE COPPER BOND
WIRE FROM THE POOL STEEL TO THE EQUIPMENT TO THE PANEL.
WHERE A CONCRETE BLAB IS PROVIDED, THE BOND WIRE SHALL BE CONNECTED
FROM TI-4E POOL STEEL TO THE REINFORCING ME814 CONTINUOUS TO TI-4E "5 REINFORC-
ING BAR IN THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN SE CONNECTED
FROM THE PERIMETER STEEL TO THE EQUIP- t"IENT TO THE ELECTRICAL PANEL.
4-4YD OSTATIC UPLIPT
NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6" AT THE SHALLOW END TO THAT INDICATED ASOVE
AS BLAB THICKNESS REQUIRED.
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