BPP-08-133_Plans REVISIONS BY
- - - - - - - - - - - - - ASPH P AVEMENT
AS P YE
�, t s GENERAL �— --� P L
RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH SECTIONS R4101.11,1 THROUGH R4101.113. 1- ALL FLOORS AND WALLS OF POOL TO BE CONCRETE SHALL BE 6'X6' GONG. EDGE CURB +
EXCEPTION: A SWIMMING POOL WITH AN APPROVED SAFETY POOL COVER COMPLYING WITH ASTM F 1346. PNEUMATICALLY PLACED (SHOTCRETE OR GUNITE) A 28 DAY MINIMUM
R4101.I1.1 OUTDOOR SWIMMING POOLS. COMPRESSIVE STRENGTH OF 2500 PSI. PERVIOUS BRICK PAVERS
OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R410111.1.1 THROUGH R410IJ1.IJ4. 2- ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 60. OVER 2' SAND FILL
R4101.1111 ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL
THE TOP OF THE BARRIER SHALL BE AT LEAST 46 INCHES (1219 MM) ABOVE GRADE MEASURED ON THE SIDE Gf THE BARRIER WHICH FACES 3- WITH LOGO PRINTED. PLASTIC PIPE SUBJECT TO A PERIOD OF PROLONGED b' LAYER o f WELL
AWAY FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL CLEARANCE B SUNLIGHT EXPO
BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 1 SURE SHALL BE COATED TO PROTECT IT FROM ULTRAVIOLET COMPACTED LIMEROCK
INCHES (51 MM) MEASURED ON THE SIDE OF THE BARRIER WIC FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL '
IS ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF THE FOOL STRUCTURE. WHERE THE BARRIER LIGHT DEGRAD - FBC 84101.6.5 - - -
STRUCTURE BO ACKWASH SHALL COMPLY WITH CHAPTER R410120 OF THE FBC. _ _ = I - ... ,.... ,::.,
UM VERTICAL CLEARANCE BETWEEN THE TO OF THE POOL STRUCTURE AND THE 4- FILTER B - III - III —I � � � o .
IS MOUNTED ON TOP OF THE POOL STRUCTURE,
THE MAXIM 5- NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF SOILS EXCEPT I I I I I
—
4 INCHES (102 MM).
GLEAN SANDS OR ROCK W
BOTTOM OF THE BARRIER SHALL BE WHICH SHALL BE COMPACTED ?O PROVIDE
84101.11.1.2 ' I III - III - oo °o ° o 0 0 8® 0 8
THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT COULD ALLOW A YOUNG A SAFE BEARING CAPACITY OF 2,500 PSF, ANY ORGANICS, MARLS, OR
CHILD R DRAWL UNDER SQUEEZE THROUGH, OR CLIMB OVER THE BARRIER AS HEREIN DESCRIBED BELOW. ONE END OF A REMOVABLE OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON EXCAVATION i
84101.11.1.3 I = III =III I= I = III = ( = III = III = III = i
CHILD BARRIER SHALL NOT BE REMOVABLE WITHOUT THE AID OF TOOLS. OPENINGS IN ANY BARRIER SHALL NOT ALLOW PASSAGE OF A 25' PARKWAY
SHALL BE REMOVED (DEMUCKED) IN tHEIR ENTIRETY AND THE AREA 12' � =III =III =III =III = � I =I � III =I � II � I =III =I
4 -INCH- DIAMETER (102 MM) SPHERE, SHALL BE BACKFILLED WITH ACCEPTABLE SOIL AND COMPACTED IN III = III = III = III = III = III = I = III = III III - III —I
CHICK LAYERS. WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS - I II = III = III = III = III = I III = III = III = III —I I �
SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION DUE TO WHATEVER CAUSED, THE POOL SHALL BE REDESIGN FOR PILING.
TOLERANCES AND TOOLED MASONRY JOINTS. b- IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO DE
R4101.111A PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING, UNDERPINNING
WHERE THE BARRIER 15 COMPOSED of HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL OR ANY OTHER METHOD IF REQUIRED. THE DESIGN ENGINEER ASSUMES '
HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE O. NO REPOBIL ITY FOR THE SAFETY OF EXISTING STRUCTURE.
MEMBERS IS LESS THAN 45 INCHES (1143 MM), THE F THE FENCE SNSA I �
SPACING 13ETWEEN VERTICAL MEMBERS SHALL NOT EXCEED I? INCHES (44 MM) IN WIDTH, WHERE THERE ARE DECORATIVE CUTOUTS WITHIN 1- THE DESIGN ENGINEER ASSUMES NO RESPONSA51LITY FOR POOL.
VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED I? INCHES (44 MM) IN WIDTH. CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS Ali
R4101.11.15 NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE 2' -3'
I POSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS 1,2'
WI -(ERE THE BARRIER S COIN /�
MEMBERS IS 45 INCHES (1143 MM) OR MORE, SPAGINCs BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES (102 MM). WHERE THERE IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY. CONTRACTOR 4' 1 .001 5' CONCRETE SIDEWALK
ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED Ii INCHES (44 MM) IN WIDTH. AND / OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR WATER i SG/�L/
84101.1116 TO CONSTRUCTION. LEVEL
MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2? INCH SQUARE (51 MM) UNLESS THE FENCE IS PROVIDED WITH SLATS FASTENED g- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. '
® ® 1
AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO MORE THAN I? INCHES (44 MM). MINIMUM CLEARENCE DIMENSIONS SHALL BE HELD AND SHALL BE AS TO PUMP I �'
R4101.11.1.1 REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A = I 1
THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL 13E NO FROM OVERHEAD ELECTRIC LINES TO OPEN POOL N ° 91
WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, DISTANCE OF 10 FEET R E
THAN I? INCHES (44 MM). ' ° I
MORE WATER EDGE AND 5 FEET FROM UNDERGROUND ELECTRIC LINES. �,, 4 I �
84101.11.1.8 9- POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION I I n
- C O51% AND SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R410IJlJl THROUGH
ACCESS GATES, WHEN PROVIDED, SHALL BT SELF L OF CONSUMER PRODUCTS SAFETY COMMISSION, W.D.C. AND FBG 8424192
R4101.11.1.1 AND SHALL BE EQUIPPED WITH A SELF- LATCHING LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE
10- MINIMUM 4' -0' HIGH 15 FENCE RECOMMENDED AROUND ALL POOLS IN
DEVICE RELEASE IS LOCATED NO LESS THAN 54 INCHES (1312 MM) FROM THE 501TOM OF THE GATE THE DEVICE RELEASE MECHANISM UNSCREENED AREAS. COMPLY WITH CHAPTER R4101.11 OF THE F.B.G. I _
OF T GATE AND 50 PLACED THAT IT CANNOT BE REACHED BY A YOUNG CHILD OVER THE TOP OR SEAWALLS I Y
MAY BE LOCATED ON EITHER SIDE E 11-WHERE POOLS ABUT OR ARE PLACED NEARBY OR BULKHEADS
THROUGH ANY OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE ACCESS TO THE SWIM➢'11NG POOL MUST OPEN OUTWARD AWAY SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD I H
AT i
FROM THE POOL. THE GATES AND BARRIER SHALL HAVE NO OPENING GREATER THAN ? INCH (12.1 MM) WITHIN I8 INCHES (451 MM) OF THE CONDITIONS NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING SK
U
RELEASE MECHANISM. OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT I 1
R4101.1119 FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR
WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER. ONE OF THE FOLLOWING SHALL APPLY:
REPAI CONTINUAL MAINTENANCE OF THE WALLS 15 REQUIRED OF THE I _
L ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM
PROPERTY OWNER WHEN EXCAVATING FOR THE POOL, THE SEAWALL
COMPLYING WITH UL 2011 CH A AT 10 T HAS A MINIMUM SOUND PRESSURE RATING OF 85 DB FE (3048 MM) AND IS EITHER HARDWIRED HEARD TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEADMEN FALL WITHIN COPING
OR OF THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE DECK
TH T THE THE EXCAVATION, NOTIFY THE ENGINEER FOR INSTRUCTIONS. WATER LEVEL I' -b' 1 r
BE CAPABLE OF BEING Ro5C�aOU THE 12 -THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. I BRICK
OPENED, THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 15 OPENED AND
TH ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE 3'W x EL GATE 1
HOUSE DURING NORMAL HOUSEHOLD AC TIVITIES. E +
ALAFZM FOR A SINGLE OPENING, SUCH DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED 1
PORCH CLOSING LATCH
W CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED I
AT LEAST 54 INCHES (1312 MM) ABOVE THE THRESHOLD OF THE DOOR SEPARATE ALARMS ARE NOT REQUIRED FOR EACH POOR OR WINDOW WITH LE
SOUND WHEN CONTACT IS BROKEN AT ANY OPENING. IN 12' THICK LAYERS. EACH LAYER SHALL BE COMPACTED
F NSO WIRED t0 A CENTRAL ALARM TO 90 % OF IFF N cAIQ
5E RS PROVIDED ERE III —I 11= "
EXCEPTIONS: THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE —,2- U.l
_
A SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48 INCHES (1219 MM) OR MORE MEASURED FROM THE PATIO SHALL BE PLACED IN A SIMILAR MANNER COLOR TILE NON -SLIP I =III =� =3
INTERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL. 13 - WHERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DESIGG NOTES AT SWIMOUT EDGE I _
B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY. SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN I I II L i 1
C. SCREENED OR PROTECTED PA55- THROUGH KITCHEN WINDOWS 42 INCHES (1061 MM) OR HIGHER WITH A COUNTER BENEATH. SHALL BE BY OTHERS.
2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH A SELF - CLOSING, SELF - LATCHING 14- WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY =III I i ; PORCH
DEVICE WITH POSITIVE MECHANICAL LATCHING /LOCKING INSTALLED A MINIMUM OF 54 INCHES (1312 MM) ABOVE THE THRESHOLD, WHICH IS OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE —I I E '
APPROVED BY THE AUTHORITY HAVING JURISDICTION. POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING III —I I- ~ 1
- - z 12' -0
.. _
UPWARD. THE O
84101.11.1.10 WNER MUST CONSULT AND POOL REPAIR CONTRACTOR I I I- I '�
WHERE AN ABOVEGROUND POOL STRUCTURE 15 USED AS A BARRIER OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. z
AND THE MEANS OF ACCESS 15 A LADDER OR STEPS, THE LADDER OR STEPS EITHER SHALL BE CAPABLE OF BEING SECURED, LOCKED OR 15- THIS PLANS REMAINS THE PROPERTY OF THE DESIGN ENGINEER IT IS
REMOVED TO PREVENT ACCESS, OR THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE (2EQUIRFT1ENT5 OF NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE I 1 3'W x 4'H GATE E" D NG ;
SECTIONS R4101.11A THROUGH R41O.11AS AND SECTIONS 84101.11.1.12 THROUGH 84101.11.1.14. WHEN THE LADDER OR STEPS ARE SECURED, WRITTEN PERMISSION OF THE DESIGN ENGINEER AND TO THE BEST OF SW I MO UT D + a
LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE PA55AGE OF A 4- INCH - DIAMETER (102 MM) SPHERE. OUR PROFE551ONAL KNOWLEDGE AND BELIEF, tHEY HAVE BEEN PREPARED o WITH SELF 1� I ®. ( j 1
� CLOSING LATCH I �t �
1
R4101.11.1.11 IN COMPLIANCE WITH THE ANSI- NSPI -5 -21003 AND FBG AND ALL APPLICABLE FINFL.EL. 1035' NG.VD.
STANDARD SCREEN ENCLOSURES WHICH MEET THE REQUIREMENTS CF SECTION 8410U1 MAY BE UTILIZED AS PART OF OR ALL OF THE LOCAL CODES AND REGULATIONS.
'BARRIER' AND SHALL BE CONSIDERED A NONDIELLING' WALL. REMOVABLE CHILD BARRIERS SHALL HAVE ONE END OF THE BARRIER I6- CONCRETE FOOL DECK � SHALL BE PROYIDEID W/ 1,4' WIDE SAWCUT CRACK CONTROL O � u 1 is 1
FF CTIVE CONCRETE AREA OF 150 SQ. FT. z 1
AN E -.
NONREMOVABLT WITHOUT THE AID OF TOOLS. Q ED AT 5 -0 O.C. OR FOR E 1
84101.11.1.12 CRACK i ROL JOINTS SHALL BE SAWCUT AT A DEPTH OF 1/3 THE SLAB THICKNESS. Z -
THE BARRIER MUST BE PLACED AROUND THE PERIMETER OF THE POOL AND MUST BE SEPARATE FROM ANY FENCE, WALL, OR OTHER
OTHER ENCLOSURE OR PORTION THEREOF 15 SITUATED ON THE PERIMETER I
ENCL05URE SURROUNDING THE YARD UNLESS THE FENCE, WALL, OR E I 1
OF THE FOOL, IS BEING USED AS PART OF THE BARRIER, AND MEETS THE BARRIER REQUIREMENTS OF THIS SECTION(
84101.11.1.13 z
BARRIER SCHEDULE COMPLYING WITH F ANA , �
IC Y 1.11 dl swimming barriuirement. PAN AMPS u 1
REMOVABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY FROM THE WATER'S EDGE TO I 9.15' 1 l - - - - - 1
PREVENT A YOWL CHILD OR MEDICALLY F.B.C. R410 Resientia b arr i er req uirement . WATER LEVEL ELEVATION PANEL/
=
LY awaY FROM DEP 5.0' - 1 � E xiSITNG I � 1 (P FRAIL ELDERLY PERSON WHO MAY MANAGE TO PENETRATE THE BARRIER FROM IMMEDIATELY FALLING INTO THE WATER SUFFI BARRIER DESCRIPTION POOL DEP
THE WATER'S EDGE SHALL MEAN NO LESS THAN 20 INCHES (506 MM) FROM THE BARRIER 10 THE WATER'S EDGE DWELLING OR NONDWELLING LOW POINT POOL LEVEL 4.15' SEPTIC TANK �* 1
U AS PART OR ALL OF THE 'BARRIER' AND MEETING THE OTHER BARRIER REQUIREMENTS, MAY FENCE SEE SITE PLAN FOR FENCE INFORMATION 1 - - - - - CV
WALLS INCLUDING SCREEN ENCLOSURES, WHEN USED
FLOOD CRITERIA 1.0'
BE AS CLOSE TO THE WATERS EDGE AS PERMITTED B Y THIS CODE. ALARMS ALL OPENINGS ON ALL WALLS OF HOUSE WHICH ARE r
' TT 1 - 1 N
I N
N - - - - -- -� 1
R4101.11.1.14 THE F.G. DEPTH LEVEL i 1 A/G
A WALL OF A DWELLING MAY SERVE AS PART OF THE BARRIER IF IT DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE .25'
ARE A PART OF B
LESS HYDROVERTICAL 20' I I
DIRECT ACCE55 FROM THE HOME TO THE SWIMMING POOL. ! I I 1
84101.11.1.14.1 ADJACENT WATERWAYS. HYDROSTATIC UPLIFT 025'
PERMANENT NATURAL OR PERMANENT MAN -MADE FEATURES SUCH AS BULKHEADS, CANALS, LAKES, NAVIGABLE WATERWAYS, ETC, ADJACENT TO ' ING 12' -0' 1
A PUBLIC OR PRIVATE SWIMMING POOL OR SPA MAY BE PERMITTED AS A BARRIER WHEN APPROVED BY THE AUTHORITY HAY I J
I � E
METER
JURISDICTION. WHEN EVALUATING SUCH BARRIER FEATURES, THE AUTHORITY MAY PERFORM ON -SITE INSPECTIONS AND REVIEW EVIDENCE Lcwu • i u
SUCH AS SURVEYS, AERIAL PHOTOGRAPHS, WATER MANAGEMENT AGENCY STANDARDS A� SPEGIFIGATlONS, AND ANY OTHER SIMILAR BLOCK 201 SUBDIVISION 'DUNNINGS MIAMI SHORES EXT. NO3' p.QR *0 L 1RICI M ODLE 1 +GONG. e o 1
DOCUMENTATION TO VERIFY, AT A MINIMUM, THE FOLLOWING: 8,
L THE BARRIER FEATURE IS NOT SUBJECT 10 NATURAL CHANGES, DEVIATIONS, OR ALTERATIONS AND IS CAPABLE OF PROVIDING AN ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 42
r,
LEVEL OF PROTECTION AS THAT PROVIDED BY THE COPE. PAGES 33 OF THE PUBLIC RECORDS OF MIAMI pApE COUNTY, FLORIDA WALL THICKNESS TOP BOTTOM
EQUIVALENT LE
6
2. THE BARRIER FEATURE CLEARLY IMPEDES, PROHIBITS OR RESTRICTS ACCESS TO THE SWIMMING POOL OR 5PA PLACE[) CONCRETE
x
Lu
84101.11.1.15 + 1 1
LING THE REQUIREMENTS OF SECTION R410U1 AND THE FOLLOWING MINIMUM REQUIREMENTS SHALL BE
A MESH SAFETY BARRIER MEETING FLOOR THICKNESS BO ((��
CONSIDERED A BARRIER AS DEFINED IN THIS SECTION: 1� 0
L INDIVIDUAL COMPONENT VERTICAL SUPPORT POSTS SHALL BE CAPABLE OF RESISTING A MINIMUM OF 52 POUNDS (229 N) OF S TATEMENT PLACED CONCRETE b'
HORIZONTAL FORGE PRIOR TO BREAKAGE WHEN MEASURED AT A 36 -INCH (914 MM) HEIGHT ABOVE GRADE. VERTICAL POSTS OF THE CHILD i a
K LEVEL AND SHALL BE SPACED NO GREATER THAN 36 SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN 1 ®I ®5 I ,>
MESH SAFETY BARRIER SHALL EXTEND A MINIMUM OF 3 INCHES (16 MM) BELOW DEG LE
ALLOWABLE BEARING � p oo I _
INCHES (914 MM) APART. NG CAPACITY OF 2,000 F.S.F. (UNDISTURBED I L
2. THE MESH UTILIZED IN THE BARRIER SHALL HAVE A MINIMUM TENSILE STRENGTH ACCORDING TO ASTM D 5034 OF 100 LEF., AND A SAND AND /OR ROCK I IL
1 N 1H ACCORDING 10 ASTM D 31810E 150 LBF. THE MESH SHALL NOT BE CAPABLE
A ? -IN OF DEFORMATION SUCH THAT ' ``' 1 Q
MINIMUM BALL BURST 5 RE G 1�-
CH (6.4 MM) ROM OBJECT COULD PASS THROUGH THE MESH. N - 0
A DESCRIPTIVE PERFORMANCE RATING OF NO LESS THAN 'TRACE DISCOLORATION OR 'SLIGHT ( '
THE MESH SHALL RECEIVE ' � �
DISCOLORATION' WHEN TESTED ACCORDING TO A61M G 53 (WEATHERABILITY,1200 HOURS). I 'L N 1
3. WHEN USING A MOLDING STRIP TO ATTACH THE MESH TO THE VERTICAL POSTS, THIS STRIP SHALL CONTAIN, AT A MINIMUM, 0 8 BY ? -INCH COPING 10' -0' '_ VARIES (SEE PLAN)_ I i
112.1 MINI SCREWS WITH A MINIMUM OF TWO SCREWS AT THE TOP AND TWO AT THE BOTTOM WITH THE REMAINING SCREWS SPACED A MAXIMUM 9' -0' 34' -10'
-- - - -v � c W
OF 6 INCHES (152 MM) APART ON CENTER PAYERS DECK NO PART OF THIS 1 � � >; o Fu
4. PATIO DECK SLEEVES (VERTICAL POST RECEPTACLES) PLACED INSIDE THE PATIO SURFACE SHALL BE OF A NONCONDUCTIVE PERMIT (BY OTHERS) ' 1 �' a Q
1 '
WATE=R LEVEL PAVERS DECK POOL EQUIPMENT � MONA U
MATERIAL. (SEE DETAIL ON SHT -1) I 1 ON 4' CONCRETE PAD z - 0
5. A LATCHING DEVICE SHALL ATTACH EACH BARRIER SECTION AT A HEIGHT NO LOWER THAN 45 INCHES (II 613 MM) ABOVE GRADE. c L_��
COMMON LATCHING DEVICES THAT INCLUDE, BUT ARE NOT LIMITED TO, DEVICES THAT PROVIDE THE SECURITY EQUAL TO OR GREATER THAN 1 AND SECURED WITH Q 1
THAT OF A HOOK AND EYE TYPE LATCH INCORPORATING A SPRING ACTUATED RETAINING LEVER (COMMONLY REFERRED TO AS A SAFETY ,.:. ,<::::,::::::<::_y: :<. I I 4- tia'� ANCHOR BOLTS u
_ 1 WITH NUTS AND WASHERS
GATE HOOK).
A THE DECK OR INSTALLED _ _ _ _ _ _
MO
THAN
I INCH (25 MM ABOVE _ (TYPICAL)
I SHALL
NOT BE RE Lu
SAFETY BARRIER THE CHILD MESH SAFE B
6. THE BOTTOM
OF E - v
SURFACE (GRADE). -
R4101.112 INDOOR SWIMMING POOLS. 3'
N ING IN SWIMMING POOLS SHALL COMPLY WITH SECTION R4101.11.1.9. Q - -1 - POOL -
ALL WALLS SURROl1 D Np _ _ _ _
EQUIPMENT
R4101.113 PROHIBITED LOCATIONS.
A BARRIER MAY NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT STRUCTURE, EQUIPMENT, OR WINDOW THAT OPENS TO PROVIDE a - -WELL COMPACTED FILL 1
ACCESS F THE HOME TO THE SWIMMING POOL. I I I I I ' I II�� _
1
1 DRAWN : R.M.G.
m o 1 FOR��THIC SS
1-01 1 �
��S i - _ 4 0'-0' _- ___ - -_ -- - -_ -- 0 1 CHECKED -. OPMF.
21' -0' 1-0 6' , - - II SEE SCHEDULE ,
+' s 1 O.C. EACH
COPING 3 0 1
WATER LEVEL P ________ -- ___ - -' i I T 1 DATE DEC : 01
WAY SIDES i 4' HIGH CHAINLINK FENCE -
+
+ -STEEL TEXT FORM
/�/� 1
6' CONCRETE SLAB 9r e• + F -
WITH "3 s 10' O.C. 4 i + OR KRA FORM i 15.0 L/
EACH WAY FOOL 0 �F� 4+� i I JOB NO.: 01- 016223
Lci " 3 10' O.C. i I EXISTING WATER
R/1 EACH WAY � � I ASP( -TACT METER AND I t 10 ASPHALt � � � � � SHEET
MAX.
ANTI- VORtEX I SUPPLY LINE
MAIN DRAIN
rtoM
Pooh Bo `� -� �
- -- -- -- - - - -�' SITE PLAN o
(STING
WOOD POLRl4O )
TYP ICAL S GRAVEL 12 X9 X SUMP SCALE = 118 = 1'-0' Z
-� , PRE -CAST GONG. OR RUST -FR TYPICAL ALL SECT
1 /4 HYDRO VALVE °$ FIBERGLASS MAIN DRAIN OF 2 SHEETS
REVISIONS BY
.C. 2M EDITION R EUDENGE - --
6 AO Equipotentia Bond frig.
(C) Equipotential Bonding Grid. The parts specified in /
680.26(8) shall be connected to an equipotential bonding
grid with a solid copper conductor, insulated, covered, or
bare, not smaller than 8 AWG or rigid metal conduit of COPING "S COPPER SOLID WIRE
brass or other identified corrosion - resistant metal conduit. 6' TO 8' BELOW GRADE
Connection shall be made by exothermic welding or by WATER WITHIN IS' TO 24' PAYERS DECK
LEVEL / `H' WP/ GFI 00 111
listed p ressure connectors or clamps that are labeled as RECEPTACLE
bein g suitable for the p urpose and are of stainless steel,
brass, copper, or copper alloy. The equipotential common
bonding id shall extend under paved walking surfaces For
g g I II III II � II II II �,''I o
- o
I- I I II II
I m (3 Ft) horizontally beyond the inside walls of the pool
rn
_�
and shall be permitted to be any of the Following: PROVIDE 4 "3 BARS FROM WALL e
CA
(U Structural Reinforcing Steel. The structural reinforcing = OF POOL (90' FROM EACH OTHER)
Crete pool where the reinforcing rods are 3' • 3� TO BE CLAMPED TO SOLID Q
steel of a con p g I T ' 8 Cu
- N
bonded together b the usual steel tie wires or the I I IIIWIRE AROUND POOL
g y n -I I l l
equivalent
- (TYPICAL)
(2) Bolted or Welded Metal Pools. The wall of a bolted or
welded metal pool
(3) Alternate Means. This system shall be permitted to be
constructed as specified in (a) through (c):
a. Materials and Connections. The grid shall be constructed
of minimum 8 AWG bare solid copper conductors. F PA ( N
Conductors shall be bonded to each other at I '
68026 N.E.C. 2005 EDITION
all points of crossing, Connections shall be made as
required by 68026(1). ALTERNATE EQUAL POTENTIAL BONDING GRID OF ONE " SOLID
,'ii
8 —
b. Grid Structure. The equipotential bonding g rid shall COPPER PLACED IS' TO 24' FROM THE INSIDE EDGE OF POOL m
cover the contour of the ool and the ool deck extending ENCOMPASSING 360 DEGREES WITH 4 EQUAL BONDING POINTS SKIMMER STEPS o
p p TO THE POOL STEEL. THE EQUAL POTENTIAL BONDING NEEDS
An
I m (3 Ft) horizontally From the inside walls of TO ' TO 8' BELOW GRADE AND SECURED IN PLACE 4 -0' I ® �'
the pool. The equipotential bonding grid shall be arranged BE
6 DEEP LiGHT _ n.3 ina300m m (12 in.) b y 300 mm 112 in.)
network of conductors in a uniformly spaced perpendicular x
grid pattern with tolerance of 100 mm (4 in.).
c. Securi n9 9 . The below- rade grid shall be secured
within or under the pool and deck media. I PAYERS DECK IN SEPARATE pO J
®' w N
PERMIT (BY OTHERS) V
� ® o� W
I Q
ELECTRICAL / 240 v LIGHT
I- ALL ELECTRIC WIRING SHALL BE IN DAT ACCORDANCE WITH NEC -NFPA - 10 3W PROVIDE SPRING
680 W/ M.C.B. LOADED COYER
10 -2005 -
G A P IMPORTANT SAFETY NOTE: ON VACUUM
•
SYSTEMS LOOP S COOPER WIRE FOR
S 5 L P
vl GROUND WIRE E
2- PROVIDE R
U NOT USE OR OPERA T E F OOL OR SP A IF TH
THE POOL DECK WIRE MESH AND STRUCTURAL STEEL. GKTS SERVES C.B. P KW WiRE - COND. S L
SUCTION INLET FITTING 15 MISSING, BROKEN, OR LOOSE. I I
3- ALL WIRING SHALL BE COPPER THWN CKT- 36, 38 POOL PUMP 20 2 0.6 " 12 - 1/2' C
I�1
CKT- 35 POOL LIGHT 15 1 0.3 "12 - 1/2' C 5' -0' cn
l2I ANTI VORTEX
DEEP -
R4101.12.1 Pressure test. MAiN DRAIN e
All pool piping shall be tested and proved tight to the satisfaction I s — _ - - > _ _
of the administrative authority, under a static water or air pressure test _ _ _ -- _ _ _ _ _ _ _ � �
of not less than 35 pounds per square inch (psi) (241 kPa) for 15 minutes. — ®— ° — — — — — — — — — — —
TIMER COMBO BOX LIGHT
WITH SWITCHES AND
I 1
, - ,._
300 WATTS TRANSFORMER J I SWIMOUT 414, I I
SALT LIGHT AND I DEEP I 4
SYSTEM I I 11/ VENT PIPE I I
® r PUMP SWITCH
EXISTING PNL o FOOL DATA � QI,IiPI"t�idT I •�• I 12' ABOVE GRADE
200 AMPS JUNCTION I T T i WITH GOOSE NECK
W/ M.G.B. BOX
b
SIZE < DEPTH 9 x 28 4 TO 5 I
CAPACITY -- 8,058 GALLONS
3 " 10 IN '/2' C AS P MANUFACTURER PERiMETER/AREA 14 L.F. / 252 SOFT. I L — — —1 T ®— J
" i. SPECIFICATIONS I HP.-- - - - - -- —---- 1 - - - -@'
3 12 IN 2' G PUMP--------- -
(3) 100 WATTS 12 VOLTS FILTER CARTRIDGE (120 SQFT.)
F
WATER 6' CHOICE
REMOVABLE UNDER ER
NiCEE LIGHT AT POOL 11/ VENT PIPE TYPE OF PATIO SLIP RESISTANT
5 " 12 IN 1 /2' G 12' ABOVE GRADE EXIT RAILINGS -
WITH GOOSE NECK COPING BRICK POOL EQUIPMENT
POOL PUMP
i 15 TO (MIT THE
3 " 12 IN 1 /2 C THE PENT SYSTEM L
z TURNOVER 2.44 HOUR ON 4 CONCRETE PAD
1 HP
E: TRANSMISSION OF SUCTION AT THE
OUTLET TO A MAXIMUM OF 4.5 IN OF RECIRCULATED IN 2.44 HOUR P P SCALE = 1/4' = 1' -0' 44 - D 0 ANCHOR BOLTS
MERCURY
GRADE 8,058 GALLONS
_ _ 120 GPM e 1 GPM FILTER RATED 120 SQFT. FILTER AREA WITH NUTS AND WASHERS
E LECTRICAL i DIAGR =111 =1I I� I I -1I I I� II =I' I HP RECIRCULATION POOL PUMP _ _ DENOTES 2 (TYPICAL)
`0 LINES
_ i 11/ '0 VENT PIPE
I PHASE, 230 Y, 55 GPM 50' TDH
TE:
NO ALL WIRING SHALL BE COPPER THWN —I I—I I —�,
®-------- - - - - -- DENOTES 1 LiNES
Zj . V
RELIEF V ENT
. ,. ' i ■ ice
VIP WASTE
LINE U4
2'0 CARTRIDGE FILTER OL
(120 SQFT.)
T14E MAXIMUM VACUUM WITH ONE SUMP POOL PUMP
COPING LEVEL
WITH HAIR AND Q
WATER LEVEL
LESS THAN THREE SECONDS I' -0' I' -0' THE OTHER SUMP NEVER EXCEEDS 45 INCHES LI NT STRAINER i 0 N LU
10' MIN. 10' MIN, 10' MI . OF MERCURY, THE ENTRAPMENT RELEASES IN LIl
PENTAIR MODEL 542031 (WHITE) '
°Q
� ��- ._ � V
_ TESTING WAS ACCOMPLISHED UNDER THE AND 54 2041 RAIN COVER OVER TESTED TO ANTI VORTEX
MAIN SYSTEM
ANT Fin SCHEDULE DIRECTION OF WILLIAM ROWLEY A REGISTERED 12.
ENGINEER OF STATE OF FLORIDA ASME A A 112.19.SM BY U.L. 8112 LISTED
X PUMP FLOW PENT MAXIMUM (TYPICAL OF 2)
a @ ^ (c) UM RATE SIZE LENGTH DATED DECEMBER S / 2001 POOL BOTTOM
Ma- � III Inl
3 /4 43 GPM 1 30 LF
�r (C) 1 55 GPM 1 30 LF
• 20 20 1 1 1
Q 1 15 GPM 1 40 LF 2" SUCT ON I I
I yy �
2 102 GPM 1' /'0 54 LF LINE J-
a (C) 2 131 GPM 1 13 LF. 6' (MiN) CONCRETE ALL
E 3 2 143 GPM 11/2'0 16 LF. , AROUND DRAIN SUMP p. 4 ig t:3 DRAWN : Rl"i.G.
5L � u1/
MAX ►-
FIRST THESE VENT SYSTEM WILL LiMiT THE IV max. -VALVE HYDRO ' _ CHECKED : O.M.F.
TRANSMISSION OF SUCTION AT THE c a00d'
S DE TA I L OUTLET TO A MAXIMUM OF 45' OF 1/2'0 VENT LINE 1/2' 0 X 12' PIPE GRAVEL SUMP � � N (� `
MERCURY IN WATER COLUMN (30' max. length) RATE DEC 01
(A) RISER HEIGHT MUST BE UNIFORM (12' MAX.)
(B) NO LIMITATIONS ON DEPTH TO FLOOR L A SCALE : SHOWN
TAIL x
(C) CONTRASTING TILE AT EDGE
P IPING JOB NO.: 01- 016223
MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT .
COMPLIANT WITH 424.1.6.6 .6 OF FLORIDA BLDG. CODE WTE} It OMP,LY' b ^'
� 20I� 0113 ANSI INSPI-5 2003 -92 °
.� -. 4 SHEET
2
c
� �p0
rat.
' � � �`. �► � �.. OF 2 SHEETS
r
4
: Q
MIAMI SHORES VILLAGS
APPROVED DATE
CO
ZONING n
o o<.
Go,
on ` STRUCTURi.
fLECTRIOM" �l
PLUMBING
Y
MECHANICAL
BLDG.
SUEUECT To COMP CE VITl i ALL FEDERAL
0 7 8 R AND REGULATIONS
STATE �D Ct3t,II+ITY R
g Y. - � - - - - - --
PIA PA