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75'
. -14.55
13.05 1620
i /- 11.15--
ALAR9`1S
RESIDENCE EQUIP
200 A. U.G.
WATER SEWER SERVICE
\ 15'
NE 99th STREET
PANEL
m
5' CHAIN
L INK
FENCE
SELF CLOSING
SELF LATCH
GATE
SkEE1R DESCENT DETAIL-
NO SCALE
N
12"
- *4 BAR
4MD :6! �. LE
N
iv
*3 BARS AT 12" C/C
EACH WAY
11/2 " VENT
\
SAM
LGT
INLET
4'x18"
SWIMOUT
ELEV: +6"
MAIN DRAINS
6' DEEP
2' ` 22'
SUNDECK
OVER CONCRETE
EXISTING
RESIDENCE
ELEV: +12"
26' ELEV: +6"
11111111 -- x1111111
HAND 4' SHEER
HOLDS DESCENT
SOLAR 4'x18"
Q RETURN BENCH
VACUUM
I 4 A
WEATHERPROOF GFI
RECEPTACLE LOCATED
10 -20 FEET FROM POOL
WATER EDGE
BUL LNOSE
COPING
3' DEEP
EXISTING
PATIO
TOP WITH
SUNDECK
TURBO
SKIMMER
10 "x12" FOOTING
JET
DECK -O -DRAIN
A
3' -5"
FOOL FLAN POOL
SCALE : 1/4 " =1' -0" EQUIPMENT
ELEv. top of POOL WALL
8.0
DEPTH OF POOL
6.0
ELEV. TOP OF MAINDR4IN
2.0
FLOOD CRITERIA
5.5
ELEV. TOP OP MAINDRAIN
2.0
POOL IN FLOOD CRITERIA
3.5
LESS 2'0" HYDROSTATIC VALVE
1.5
SLAB THICKNESS REQUIRED
6"
SURFACE AREA (SQ. FT.)
382
VOLUME (GALLONS)
12000
TURNOVER (HOURS)
3
PERIMETER (FEET)
11
DECK AREA (SQ. FT.)
381
•• • •
6" CERAMICS
6" THICK SHOTCRETE WALLS REINFORCED WITH
Y 3 BARS At 10 " CENTERS BOTH WAYS
6" TI -SICK SHOTCRETE FLOOR SLAB REINFORCED
WITH N 3 BARS AT 10 " CENTERS BOTH WAYS.
200A
METER DISC.
2"6tIIILN« 1 -2P -504
2 "10 11-111,N IN
1- 2P -20A
'4" COND. 1- 1P -13A GFI
1- 2P -60P
TIMER 4
SWITCH
3
1. " CONDUIT
28 V. D.C.
GENERATOR
NOTE:
BASED ON INFORMATION PROVIDED THIS
OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR
THE PROPOSED ADDITIONAL POOL EQUIPMENT
LOAD.
PLUMBING NOTES:
BRICK OR STONE
WATER LEVEL COPING
AQUADYNE PANEL 3 •8 THWN IN 3 /4" COND.
5 HP HEAT PUMP
2"14 THWN
+ 1.12 THWN
IN 1 /2" COND.
I10V/12 V
TRANSFORMER
12V
POOL
LIGHT
JUNCTION
X
1 HP PUMP
TO CI-LORMATIC
ELECTRIC RISER DIAGRAM
NO SCALE
NOTE: PROVIDE +S BARE COPPER BOND WIRE CONTINUOUS FROM
LIGHT TO POOL STEEL. (2 POINTS 100 DEGREES APART) TO DECK
STEEL (WHERE PROVIDED) TO EQUIPMENT BONDING.
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 CLEVI6
HANGERS.
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE
81-IALL BE 43 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 TO DRAINAGE WELL
IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS.
3. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
6. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE.
1. ALL PIPNG SHALL BE NSTALLED N ACCORDANCE WITH THE
FLORIDA BUILDING CODE - PLUMBING SECTION 309 A8 IT PER-
TAINS TO BOUYANCY.
ELECTRICAL NOTES:
STRUCTURAL NOTES:
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 60,000 PSI.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 25 DAY COMPRESSIVE STRENGTH OF 2500 PSI.
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING
PRINCIPALS.
_--;� MAINDRAIN
1 1/2" HYDROSTATIC VALVE
SET IN 3/4" WASHED ROCK BED
POOL 5ECTION
I.12 FOR 150WSAM
2•" THWN +1"12
THWN IN I" COND.
NO SCALE
1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE
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 SUB-
MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
POOL COPING
SAFETY NOTES:
SOIL NOTE:
p \cam
\' I• RECIRCULATION PUMP
11/2 HP, 15 GPM AT 60' TON
SELF - PRIMING
MAX. PRESSURE VELOCITY LESS THAN 10' /SEC
MAX. SUCTION VELOCITY LESS THAN 8' /SEC
I "5 BAR CONTINUOUS
- - 4" CONCRETE SLAB
/6x6 10/10 WMR
12"
SLAS SECT ION
NO SCALE
WATER LEVEL
2 -'
MAX. E
SAME THICKNESS 2" TILE STRIP OF
A3 WALL CONTRASTING COLOR
SWIMOUT DETAI
N SCAL
AIR RELIEF VALVE
1 1/2" POOL WASTE
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.
z ° y f es
EQUIPMENT ISOMETRIC
MIN. 18" BELOW
WATER LEVEL
2 •3 BARS
ACROSS NICHE
POOL FILTER WITH 150
SQUARE FEET OF FILTER
SUR AREA
CARTRIDGE
NO SCALE
POOL WALL STEEL
1" NON METALIC CONDUIT
TO JUNCTION BOX
- LIGHT BOUY
BOND WIRE TO
POOL STEEL
UNDERWATER LIGHT DETAIL
NO SCALE
- J 6 "x6" CERAMIC HANDHOLD
; ,,a ON MAXIMUM 4'0" CENTERS.
_
& '�� I -IANDNOLD DETAIL
NO SCALE
TO !3E ACCOMPLI6HE0 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 BE THROUGH SELF CLOSING, SELF
LATCHING GATES COMPLYING WITH TI-4E ABOVE INDICATED ARTICLE.
IF A PART OF THE HOUSE IS 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 05 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 SCREEN ARE
OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR IS
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
I. 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 ANSIMSPI -5 -95.
2. THE WARNING SIGN, AS PER ITEM I 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 IS 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 IS OPEN.
4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A
SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY
BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE.
5 HP HEAT PUMP
WI INTERNAL BYPA83
TEE
SAME SIZE
AS PUMP
SUCTION
POOL DATA:
NOTE: STEP STEEL
NOT REQUIRED
WATER LEVEL
LOAD CALCULATIONS:
GENERAL LIGHTING: 3500 SQ. FT. x 3 WATTS / SQ. FT. : 10500 WATTS
APPLIANCE AND LAUNDRY ROOM = 4500 WATTS
RANGE = 12000 WATTS
DISPOSAL a 800 WATTS
DISHWASHER a 1200 WATTS
REFRIDGERATOR : 1200 WATTS
DRYER = 5000 WATTS
WATER HEATER = 4500 WATTS
TOTAL = 39100 WATTS
POOL LIGHTING = 150 WATTS
TOTAL = 39850 WATTS
FIRST 10 KW AT 100% = 10000 WATTS
29850 WATTS AT 40% = 11940 WATTS
TOTAL : 21940 WATTS
AIR HANDLERS = 15000 WATTS
HEAT PUMP = 5500 WATTS
POOL PUMP = 2500 WATTS
TOTAL I 44940 WATTS / 240 VOLTS = 18125 AMPS
TURBO
BOOST
INLET
18" 12" 12"
WEIR
POOL COPING
SKIMMER SECTION
III /a" HYDROSTATIC RELIEF
TUBE. ONLY ONE REQUIRED
MAINDRAIN DETAIL
NO SCALE
4 FtI9ERti AT 10 " EACH
OP ?ION.,L 2" TILE CF
CONTRASTING COLOR
NO SCALE
POOL DECK
MIN. 15 SQ. IN.
BASKET
1 TURBO
RETURN
2" SUCTION
NO SCALE
PROVIDE SCREEN
MESH AT JOINT
TOP OF POOL OR SPA
- COPING, WHICHEVER HIGHER
VENT DETAIL
NO SCALE
HYDROSTATIC UPLIFT
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 ABOVE
AS SLAB THICKNESS REQUIRED.
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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 Miami 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.
f y 2.....--1, /
Owner's Name and Address l_,Y1y�lS__ .1• 13 a e $ . :s cs No.__ 2 - I Street_ / 7 r
Registered Architect and /or Engineer Harr
Name and address of licensed contractor___ /IA ' c' k1 f 4 _.t1_ -i
Location and legal description of lot to be built on:
Lot Block Subdivision
STATE OF FLORIDA,
COUNTY OF DADE. j ss'
and who, being by me first duly sworn, upon oat
of the above described construction, that he ha
therein by hi n; st d a
Permit No
Disapproved
(Signed
Date i
Date
Build ng Inspec
PLANNIN
ChaiLfian
Member
Member
Council Approved
NOTE: A charge of $1.00 will be made for
the Planning Board.
A re- inspection fee of $1.00 will be charged when
materials and /or workmanship.
//
k/174.7
`) /r fL41' 5,4 ! 1'' 1 �a1 i
Street and Number where work is to be done a A) .8 . f
Date - , 19
r)
State work to be done and purpose of building (by floors) t-rc / << Al 0 dl I .3 a
and for no other purpose.
New Building Remodeling Addition._______ Repairs No, of Stories 1
To be constructed of Kind o foundation R
Estimated Total cost of improvements $ '�f I'D v Amount of Permit $ �j
Zone cubage required _Plan Cubage./f, 3
- -------- - - - - -
Distance to next nearest building Size of Building Lot
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
•
The undersigned applicant for this building 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 subcontractors, on work to be performed under this
permit as are licensed by Miami Shores Village
D
Remarks (Signed) _ / ? Pe `t 1
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
deposes and says th he is the.
refully read the fo oing application, and that he did sign the same, and that all facts
Read, Sworn to and Subscribed before me.
BOARD DATE
Roof Covering_ 7 6 -11
v
r.� .
Notary Public, State of Florida
My Commission Expires
Member
Member
Member
Date Disapproved Date
making corrections or changes to this application after approval has been obtained from
such re- inspection is made necessary by improper notice for inspection or faulty
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H ARRY E. P
f . ARCHITEC3T �`° Y
/
MIAMI FL
JOB 2.2-67 °ATE: 5i440,* _, C
C $NA4.f: VER(FY ALL QIM
NQTES QEFORit PI c EEQi(yc3 WITH
ALL QRAWING$ AREC TNB PRQPERTI( OF
AND SHALL QE RETURNED T"'‘,/ HIM AT- THE
not Dietrps O., Inc.; ?few York>t j+ 1661[ Croidos Tr.c(n1 P ■pur