29 NE 102 St (2)•
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1 t
•
t
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r c F ::
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•
t> .11 t-
a :t �-- FO -1 c -e.
7..
VENT PIPE SCHEDULE
PUMP
NP.
FLOW
RATE
VENT
SIZE
MAXIMUM
LENGT 1
3/
43 GPM
11/2'.
30 LF
1
55 GPM
1
30 LF
1'/2
15 GPM
I /2'm
40 LF
2
102 GPM
I1/2'0
54 LF
2
131 GPM
I1/2'0
13 L
3
143 GPM
1
16 L.F.
THESE VENT SYSTEM WILL LIMIT THE
TRANSMISSION OF SUCTION AT THE
OUTLET TO A MAXIMUM OF 45' OF
MERCURY IN WATER COLUMN
BARRIER SCHEDULE
COMPLYING WITH F.B.C. 84101.11
BARRIER
DESCRIPTION
ALARMS
ALL WINDOWS AND DOORS LEADING POOL PATIO
FENCE
6' HIGH WOOD FENCE ALL AROUND POOL PATIO
DRAWN : R.M.G.
CHECKED : O.M.P.
DATE : NOV. '05
SCALE : SHOWN
JOB NO.: 0S- 016340
SHEET
1
OF 2 SHEETS
R4101i1 RESIDENTIAL etUIMMING BARRIER REQUIREMENT.
RESIDENTIAL S1/I1111NG POOLS SHALL COMPLY WITH SECTIONS R4101J11 THROUGH R4101.113.
EXCEPTION: A SWIM% POOL WITH AN APPROVED SAFETY POOL COVER COMPLYING WITH ASTM F 1346.
R4I01.11.1 OUTDOOR SWIMMING POOLS.
OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH 8410111.1.1 THROUGH 84101.11.1.14.
84101.11.1.1
NE TOP OF THE BARRIER SHALL BE AT LEAST 4 INCHES (1219 Ill) ABOVE GRADE MEASURED ON 11-E SIDE OF THE BARRIER U41C4 FACES
AWAY FROM THE St111111ING POOL NE MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND tHE BOTTOM OF THE BARRIER SHALL BE 2
INCHE5 (51 I'M) MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE FOOL
STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF Tl-E POOL STRUCTURE. WHERE THE BARRIER
15 MOUNTED ON TOP OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN THE TOP OF THE POOL STRRJCTURRE AND TI-E
BOTTOM Gf NE BARRIER SHALL BE 4 INCHES (102 MM).
R4101.11.12
THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT COULD ALLOW A YOUNG
C41LD TO CRAW- UNDER, SQUEEZE THROUGH, OR CLIMB OVER Tl-E BARRIER AS HEREN DESCRIBED BELOW. ONE END OF A REMOVABLE
CHILD BARRIER SHALL NOT BE REMOVABLE WITHOUT TIC AID OF TOOLS. OPENNGS N ANY BARRIER SHALL NOT ALLOW PASSAGE OF A
4- NC4- DIAMETER (102 MM) SPHERE.
84101.11.13
SOLID BARRIERS U-1104 DO NOT HAVE OPENINGS SHALL NOT CONTAN NDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION
TOLERANCES AND TOOLED MASONRY JOINTS.
84101.11.1.4
WHERE THE BARRIER 15 COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL
MEMBERS IS LESS THAN 4 INCHES (1143 MM), THE HORIZONTAL MEMBERS SHALL BE LOCATED ON NE SWIMMING POOL SIDE OF THE FENCE.
SPACNG BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 11 NCWE5 (44 MM) N WIDTH. WNERRE THERE ARE DECORATIVE CUTOUTS WITHIN
VERTICAL MEMBERS, SPACING WITHN THE CUTOUTS SHALL NOT EXCEED 11 NICHES (44 MM) N WIDTH.
R4101.11.13
WIHERE THE BARRIER 15 COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL
MEMBERS 15 4 NCI-E5 (11431 1) OR MORE, SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES (102 fiM). 111 THERE
ARE DECORATIVE CUTOUTS WITHN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 11 NICHES (44 MM) IN WIDTH.
8410111.1.6
MAXIMUM MESH SIZE FOR CHAIN LNK FENCES SHALL BE A 21 NCH SQUARE (51 MM) UNLESS THE FENCE IS PROVIDED WITH SLATS FASTENED
Al THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO MORE THAN 11 NC-E5 (44 III).
84101.11.11
UHERE NE BARRIER'S COMPOSED OF DIAGONAL MEMBERS, THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO
MORE THAN 11 INCHES (44 MM).
R4101.11.15
ACCESS GATES, WHEN PROVIDED, SHALL BE SELF - CLOSING AND SHALL COMPLY WITH NE REQUIREMENTS OF SECTIONS 84101.11.1.1 THROUGH
84101.11.1.1 AND SHALL BE EQUIPPED UTH A SELF-LATCHING LOCKING DEVICE LOCATED ON THE FOOL SIDE GP THE GATE. UHERE THE
DEVICE RELEASE 15 LOCATED NO LESS THAN 54 NCI-ES (1312111) FROM NE BOTTOM OF THE GATE, THE DEVICE RELEASE MECHANISM
MAY BE LOCATED ON EITHER SIDE Gf THE GATE AND 60 PL.ACED 114A1 IT CANNOT BE REACHED BY A YOUNG CHILD OVER THE TOP OR
THROUGH ANY OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE ACCESS TO THE SWIMMING POOL MUST OPEN OUTWARD AWAY
FROM THE POOL. THE GATES AND BARRIER SHALL HAVE NO OPENING GREATER THAN 1 NCH (12.11'1) WITHIN 18 NCI4E5 (451 MM) OF THE
RELEASE MECHANISM.
R4101.1119
U4ERE A WALL OF A DWELLING SERVES 45 PART GP 114E BARRIER ONE OF THE FOLLOWING SHALL APPLY:
L ALL DOORS AND WNDOWS PROVIDNG DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM
COMPLYING WITH UL 2011 THAT 1-145 A MINIMUM SOUND PRESSURE RRATNG OF 85 De A AT 0 FEET (3048111) AND IS EITHER HARDWIRED
OR GP THE PLUG -N TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCR ARE
OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 15 OPENED AND BE CAPABLE OF BENG HEARD THROUGHOUT THE
HOUSE DURING NOR1AL 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 MORE THAN 5 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED
AT LEAST 54 INCHES (1312111) ABOVE THE THRESHOLD OF THE DOOR SEPARATE ALARMS ARE NOT REQUIRED FOR EACH DOOR OR WINDOW
F SENSORS WIRED TO A CENTRAL ALAR1 SOUND WI-EN CONTACT 15 BROKEN AT MY OPENING.
EXCEPTIONS:
A. SCREENED OR PROTECTED WINDOWS HAYING A BOTTOM SILL 14E64T OF 4 NCI-E5 (1219111) OR MORE MEASURED FROM THE
INTERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL.
B. MOW FACING THE POOL ON FLOOR ABOVE THE FIRST STORY.
C. SCREENED OR PROTECTED PASS - THROUGH KITCHEN WINDOWS 42 NO-E5 (1061 MM) OR HIGHER WITH A COUNTER BENEATH.
2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO TI4E POOL MUST BE EQUIPPED WIN A SELF-CLOSING, SELF- LATCHNG
DEVICE WITH POSITIVE MECHANICAL LATCHING/LOCKING NSTALLED A MINIMUM OF 54 INCHES (1312 Fit) ABOVE THE THRESHOLD, 0410 415
APPROVED BY THE AUTHORITY HAVING JURISDICTION
84101.111.10
WHERE AN ABOVEGROUND POOL STRUCTURE 15 USED AS A BARRIER OR WHERE THE BARRIER 15 MOUNTED ON TOP OF THE POOL STRUCTURE,
AND THE MEANS of ACCESS 15 A LADDER OR STEPS, THE LADDER OR STEPS EITHER SHALL BE CAPABLE OF BEING SECURED, LOCKED OR
REMOVED TO PREVENT ACCESS, OR THE LADDER OR STEPS 514ALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS GF
SECTIONS R4101.11.1.1 THROUGH R4101.1119 AND SECTIONS R4101I1.W THRQ I R4101J1.IU4. WHEN THE LADDER OR STEPS ARE SECURED,
LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE PASSAGE OF A 4 -INCH- DIAMETER (102111) SPHERE.
R4101.11.I.1I
STANDARD SCREEN ENCLOSURES WHICH MEET THE REQUIREt1EN15 OF SECTION R4101.11 MAY BE UTILIZED 45 PART OF OR ALL OF THE
'BARRIER' AND SHALL BE CONSIDERED A 'NONDWELLING' WALL. REMOVABLE CHILD BARRIERS SHALL HAVE GNE END OF THE BARRIER
NONRE10VABLE WITHOUT THE AID OF TOOLS.
R4101111.7
THE BARRIER MUST BE PLACED AROUND THE PERIMETER OF T1-E POOL AND MUST BE SEPARATE FROM ANY FENCE, WALL, OR OTHER
ENCLOSURE SUR>2O NDNG TIRE YARD UNLESS 1114E FENCE, WALL, OR OTHER ENCLOSURE OR PORTION THEREOF IS SITUATED ON 11-IE PERIMETER
CF THE POOL, 15 BEING USED A5 PART OF THE BARRIER AND MEETS THE BARRIER REQUIREMENTS OF THIS SECTION.
84101.11.1.13
REMOVABLE CHILD BARRIERS MUST BE PLACED SUITICIENTLY AWAY FROM THE WATER'S EDGE TO PREVENT A YOUNG CHILD OR MEDICALLY
FRAIL ELDERLY PERSON lU4O MAY MANAGE TO PENETRATE THE BARRIER FROM IMMEDIATELY FALLING INTO THE WATER SUFFICIENTLY AWAY FROM
NE WATERS EDGE SHALL MEAN NO LESS THAN 20 NICHES (508111) FROM THE BARRIER TO THE WATER'S EDGE. DUIELLNG OR NONDUELLING
WALLS NGLUDING SCREEN E'4CLOSUn5, UHEN USED AS PART OR ALL OF t-IE 'BARRIER' AND MEETING THE OTHER BARRIER REQUIREMENTS MAY
BE AS CLOSE TO THE WATER'S EDGE AS PERMITTED BY T1 CODE.
R4101.11.1.14
A WALL OF A DWELLING MAY SERVE AS PART OF THE BARRIER F IT DOES NOT CONTAN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE
DIRECT ACCESS FROM THE NOME TO THE SWIMMING POOL.
R4101.11.1.14.1 ADJACENT WATERWAYS.
PERMANENT NATURAL OR PERMANENT MAN -MADE FEATURES SUCH AS BULKHEADS, CANALS, LAKES, NAVIGABLE WATERWAYS, ETC, ADJACENT TO
A PUBLIC OR PRIVATE SWIMMING POOL OR SPA MAY BE PERMITTED A5 A BARRIER U4EN APPROVED BY THE AUTHORITY NAVNG
JURISDICTION. WHEN EVALUATING SUCH BARRIER FEATURE5, THE AUTHORITY MAY PERFORM GN -SITE INSPECTIONS AND REVIEW EVIDENCE
SUCH AS SURVEYS, AERIAL PHOTOGRAPHS, WATER MANAGEMENT AGENCY STANDARDS AND SPECIFICATIONS, AND ANY OTHER SIMILAR
DOCUMENTATION TO VERIFY, AT A MNIMI I, THE FOLLOWII
L THE BARRIER FEATURE IS NOT SUBJECT TO NATURAL CHANGES, DEVIATIONS, OR ALTERATIONS AND IS CAPABLE OF PROVIDING AN
EQUIVALENT LEVEL Cf PROTECTION A5 THAT PROVIDED BY THE CODE.
2. THE BARRIER FEATURE CLEARLY IMPEDES, PROHIBITS OR RESTRICTS ACCESS TO THE 5111111114 POOL OR SPA
84101.11.1.15
A MESH SAFETY BARRIER MEETNG THE REQUIREMENTS OF SECTION R4101.11 AND THE FOLLOWNG MINIMUM (REQUIREMENTS SHALL BE
CONSIDERED A BARRIER AS DEFINED N THIS SECTION:
1 INDIVIDUAL COMPONENT VERTICAL SUPPORT POSTS SHALL BE CAPABLE OF RESI5TNG A MNi11J11 OF 52 POUNDS (229 N) OF
HORIZONTAL FORCE PRIOR TO BREAKAGE U4EN MEASURED AT A 36 -INCH (914 MM) HEIGHT ABOVE GRADE VERTICAL POSTS OF THE CHILD
MESH SAFETY BARRIER SHALL EXTEND A MINIMUM OF 3 NICHES (16 M1) BELOW DECK LEVEL AND SHALL BE SPACED NO GREATER THAN 36
INCHES (914111) APART.
2. NE MESH UTILIZED N THE BARRIER SHALL HAVE A MNIMUM TENSILE STRENGTH ACCORDING TO ASTM D 5034 OF 100 LBF., AND A
MNIIIJM BALL BURST STRENGTH ACCORDING TO ASTM D 3181 OF 150 LBF. THE MESH SHALL NOT BE CAPABLE OF DEFORMATION SUCH THAT
A 1 -NCH (6.411) ROUND OBJECT COULD PASS THROUGH THE MESH.
THE MESH SHALL RECEIVE A DESCRIPTIVE PERFORMANCE RATING OF NO LESS TI-IAN 'TRACE DISCOLORATION' OR 'SLIGHT
DISCOLORATION' U-EN TESTED ACCORDING TO ASTM G 53 (WEATI- IERABILITY,1200 HOURS).
3. WHEN USING A MOLDNG STRIP TO ATTACH THE t'ESH TO 11-E VERTICAL POSTS, T1 STRIP SHALL CONTAIN, AT A MINIMUM, •8 BY 1 -NCH
(12.1111) SCREWS WITH A MNIMUM OF TWO SCREWS AT THE TOP AND TWO AT TIRE BOTTOM WITH THE REMAINING SCREWS SPACED A MAXI11J1
CF 6 NC14E5 (152111) APART ON CENTER
4. PATIO DECK SLEEVES (VERTICAL POST RECEPTACLES) PLACED INSIDE THE PATIO SURFACE SHALL BE OF A NONCONDUCTIVE
MATERIAL.
5. A LATCHING DEVICE SHALL ATTACH EACH BARRIER SECTION AT A HEIGHT NO LOWER 11-IAN 45 INCHES (11 613 MM) ABOVE GRADE.
COMMON LATCHING DEVICES THAT INCLUDE, BUT ARE NOT LIMITED TO, DEVICES THAT PROVIDE THE SECURITY EQUAL TO OR GREATER THAN
THAT OF A HOOK AND EYE TYPE LATCH INCORPORATING A SPRING ACTUATED RETANING LEVER (COMMONLY REFERRED TO M A SAFETY
GATE HOOK).
b. THE BOTTOM OF THE CHILD MESH SAFETY BARRIER SHALL NOT BE MORE THAN 1 NCH (25 1111) ABOVE TI-E DECK OR NSTALLED
SURFACE (GRADE).
84101.112 INDOOR SWIMMING POOLS.
ALL WALLS SURROUNDING INDOOR SWI1 POOLS SHALL COMPLY WITH SECTION R4101J1.1.9.
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
ACCESS FROM THE HOME TO THE SWIMMING POOL.
SKIMtIER ET4IL
—
1 /2'0 CONDUIT WITH
3 *12 THIN (Cu)
• 3 BARS 9 10' O.C.
EXTENDED ALONG
RISED POOL WALL
IMENSIONING PLAN
HANDHOLD ET4IL
NSPI -5 -2003
15.1.1 - HANDHOLDS SWALL BE ACCESSIBLE WITHIN 4 FEET NOT TO
EXCEEDS FEET AT ANY TWO POINTS ALONG THE INSIDE OF TWE
POOL PERIMETER WHERE TWE WATER DEPTH EXCEEDS 4 FEET
SOIL STATEMENT
SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN
ALLOWABLE BEARING CAPACITY OF 2,000 P.SF. (UNDISTURBED
SAND AND /OR ROCK )
BRICK PAVER DETAIL
SCALE 3/4' = 1' -0'
UP/ GFJ.
RECEPTACLE
18' ABOVE
GRADE (MIN)
2 ' -0' 5' -0'
4
SCALE: 3 4' = 1' -0'
36' LONG SHEER
DESCENT WATERFALL
e
I P
a
DETAIL OF RAISED POOL WALL
12' MAXIMUM
ABOVE FROM
WATER LEVEL
CERAMIC TILE HANDHOLD AT
WITHIN 4 FEET NOT TO EXCEED
8 FEET AT ANY TWO POINTS
6'X6' CONC. EDGE CURB
PERVIOUS BRICK PAVERS
OVER 2' SAND FILL
6' LAYER OF WELL
COMPACTED LIMEROCK
GRADE
11 1
II 1
11 1
9' -0'
J
4' -0'
STANDARD BRACKET
SUPPORT
V. ROD 5' -0' LONG
EMBEDDED INTO SOIL
42' MINIMUM
uJ / GFI ECET4CLE
MOUNTINC DETAIL
1
L
1 PVC
WATER LINE
RELIEF VENT DETAIL,
PROVIDE DIPPERENT
COLOR TILE NON -SLIP
AT SIJJIMOUT EDGE
WATER LEVEL
2'-
� I
I - 1
I �
I I
1 I
CERAMIC TILE
HANDHOLD
z'
r
I1/2'0 VENT PIPE
12' ABOVE GRADE Ln
WITH GOOSE NECK
THE VENT SYSTEM 15 TO LIMIT TIDE -
TRRANSMtSSION OF SUCTION AT THE
OUTLET TO A MAXI11UIIM OF 4.5 IN OF
MERCURY
COPING
WATER LEVEL
I' -8'
1 COPING
/ 11--
SUJIMOUT DETAIL
1
1
1
1
1
1
1
1
9' -11'
EXISTING:
METER CAN
AND U.G.
SERVICE
14' -11'
13' -10'
❑
0
0
(5<-
7 /11 1 1111 .■ m•MI
WOOD
POLE
5' SIDEWALK
LEGAL DESCRIPTION:
LOTS 15 4 16, BLOCK 12 OF 'AMENDED PLAT OF MIAMI SHORES
SECTION ONE', ACCORDING TO THE PLAT THEREOF AS
RECORDED M PLAT BOOK 10, PAGE 10 OF THE PUBLIC
RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
SITE PLAN
EXISTING WATER
O METER AND 1'0
SUPPLY LINE
14' -9'
100.0'
225' PARKWAY
15' ALLEY
100.0'
o - ❑�` o
20' ASPHALT PAVEMENT
SCALE : ' /a' = 1' -0'
N.E. 102nd STREET
0 0 0 0 a — 0
-- -- -- -- -- - -
EXISTING SANITARY
SYSTEM
POOL
EQUIPMENT
■1111 MM.
EXISTING 6 WOOD FENCE
L ,J
35'-2'
mmin
EXISTING 6' HIGH WOOD FENCE
❑ ❑ ❑ 0 0 ❑ ❑
■
REVISIONS
BY
POOL DATA 4 EQUIPMENT
SIZE 4 DEPTH
16' x 34.5'
1 3' TO 5'
CAPACITY
PERIMETER/AREA
PUMP K
FILTER *
11 GALLONS
88 L.F. / 411 SOFT.
11/2 H.P.
CARTRIDGE (90 SOFT.)
TILE
TYPE OF PATIO
EXIT RAILINGS
COPING
TURNOVER
6' CHOICE
SLIP
-
BRICK
2.59 HOUR
1.0'
* 11k82 GALLONS RECIRCULATED IN 2.59 HOUR
90 GPM a 1 GPM FILTER RATED 90 SOFT. FILTER AREA
11/2 HP RECIRCULATION POOL PUMP
1 PHASE, 230 V, 15 GPM a 50' TD I-1 iTh
FLOOR AND UJALL THICKNESS SCHEDULE
WALL THICKNESS
TOP
BOTTOM
PLACED CONCRETE
6'
6'
FLOOR THICKNESS
BOTTOM
PLACED CONCRETE
6'
FLOTATION ANALYSIS
WATER LEVEL ELEVATION
10.0'
POOL DEPTH
5.0'
LOW POINT POOL LEVEL
5.0'
FLOOD CRITERIA
8.0'
F.G. DEPTH LEVEL
3.0'
LESS HYDROVERTICAL
2.0'
HYDROSTATIC UPLIFT
1.0'
GENERAL NOTES.
1- ALL FLOORS AND WALLS OF POOL TO SE CONCRETE SHALL BE
PNEUMATICALLY PLACED (SHOTCREtE OR GUNITE) A 28 DAY MINIMUM
COMPRESSIVE STRENGTH OF 2500 PSI.
2- ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 60.
3- ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL
WITH LOGO PRINTED. PLASTIC PIPE SUBJECT TO A PERIOD OF PROLONGED
SUNLIGHT EXPOSURE SHALL SE COATED TO PROTECT IT FROM ULTRAVIOLET
LIGHT DEGRAD - FBC R4101h5
4- FILTER BACKWASH SHALL COMPLY WITH CHAPTER R410120 OF THE FBC.
5- NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF SOILS EXCEPT
CLEAN SANDS OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE
A SAFE BEARING CAPACITY OF 2000 P. ANY ORGANICS, MARLS, OR
OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON EXCAVATION
SHALL BE REMOVED (DEMUCKED) IN THEIR ENTIRETY AND THE AREA
SHALL BE BACKFILLED WITH ACCEPTABLE SOIL AND COMPACTED IN 12'
THICK LAYERS. WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS
DUE TO WHATEVER CAUSED, THE POOL SHALL BE REDESIGN FOR PILING.
6- IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO
PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING, UNDERPINNING
OR ANY OTHER METHOD IF REQUIRED. THE DESIGN ENGINEER ASSUMES
NO RESPONSABILITY FOR NE SAFETY OF EXISTING STRUCTURE.
1- NE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR POOL
CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS
NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE
ARE 50 INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS
IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY. CONTRACTOR
AND / OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR
TO CONSTRUCTION.
8- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE.
MINIMUM CLEARENCE DIMENSIONS SHALL BE HELD AND SHALL BE AS
REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A
DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL
WATER EDGE AND 5 FEET FROM UNDERGROUND ELECTRIC LINES.
9- POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION
OF CONSUMER PRODUCTS SAFETY COMMISSION, W.D.C. AND FBC R424.1.92
10- MINIMUM 4' -0' HIGH 15 FENCE RECOMMENDED AROUND ALL POOLS IN
UNSCREENED AREAS. COMPLY WITH CHAPTER R4101.11 OF THE F.B.C.
H -WHERE POOLS ABUT OR ARE PLACED NEARBY SEAWALLS OR BULKHEADS
SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD
CONDITIONS NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING
OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT
FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR
REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS 15 REQUIRED OF THE
PROPERTY OWNER WHEN EXCAVATING FOR THE POOL, THE SEAWALL
TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEADMEN FALL WITHIN
THE EXCAVATION, NOTIFY THE ENGINEER FOR INSTRUCTIONS.
12 -THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE
PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED
WITH CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED
IN 12' THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90 % OF
THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE
PATIO SHALL BE PLACED IN A SIMILAR MANNER
13 -WHERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DESING NOTES
SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN
SHALL BE BY OTHERS.
14- WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY
OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH NE
POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING
UPWARD. THE OWNER MUST CONSULT AND POOL REPAIR CONTRACTOR
EXPERIENCED IN ELIMINATING UPLIFT PRESSURES.
15- 11-115 PLANS REMAINS THE PROPERTY OF THE DESIGN ENGINEER IT 15
NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE
WRITTEN PERMISSION OF THE DESIGN ENGINEER AND TO THE BEST OF
OUR PROFESSIONAL KNOWLEDGE AND BELIEF, THEY HAVE BEEN PREPARED
IN COMPLIANCE WITH THE ANSI - N6PI -5 -1995 AND FBC AND ALL APPLICABLE
LOCAL CODES AND REGULATIONS.
16- CONCRETE POOL DECK, SHALL 6E PROVIDED W/ 1 /4' WIDE Mil/CUT CRACK CONTROL
JOINTS SPACED AT 5' -0' O.C. OR FOR AN EFFECTIVE CONCRETE AREA OF 150 SQ. FT.
CRACK CONTROL JOINTS SHALL BE SAWCUT AT A DEPTH OF 1/3 THE SLAB THICKNESS.
WATER
LEVEL
COPING
10 - 0' MINIMUM
20' - 0' MAXIMUM
4
JUNCTION
BOX
3 vit(CU) -1/2' C
GFI / W.P.
RECEPT.
0
3 (CU)- 1/2' C
3 12 (CU) - C NON
CORROSIVE CONDUIT
*3 BARS EACH WAY
3- ALL WIRING SHALL BE COPPER THAN
3 *12 (CU)- 11 /2' C
a
POOL LITE
SWITCH
300 WATTS 12 VOLTS REMOVABLE
UNDER WATER NICHE LIGHT AT POOL
ELECTRICAL NOTES:
POOL PUMP
1 HP
ELECTRICAL IACR4M
TYPICAL WALL SECTION
VARIES
SEE PLAN
'•4
• 4
• 1
EXISTING
200 A
PANEL
JUNCTION BOX
AND PUMP SWITCH
1- ALL ELECTRIC WIRING SHALL BE IN ACCORDANCE WITH NEC - NFPA -
10 -2002 -680
2 - PROVIDE GROUND WIRE SYSTEMS LOOP WITH * 8 COOPER WIRE FOR
THE POOL DECK WIRE MESH AND STRUCTURAL STEEL.
WATER LEVEL
POOL
m
6' CONCRETE SLAB
WITH "3 10' 0.C.
EACH WAY
VARIES (SEE PLAN)
COPING
3'a 10' O.C. EACH
WAY SIDES
STEEL TEXT FORM
OR KRAFT FORM
* 3 e 10' O.C. EACH WAY
21' -6'
EXISTING
METER CAN
INTERLOCKING BRICK
PAVERS DECK (SEE
SHEET -I FOR DETAIL)
GRADE
WELL COMPACTED FILL
FOR THICKNESS
SEE SCHEDULE
34-6'
TYPICAL POOL SECTION
OVERHEAD SERVICE
TO POWER Co. POLE
CONNECTION
EXISTING I * 4 (GRD)
(Cu) IN 1/2' C TO C.W.P.
AND (2) 5 /8 1 0 x 10' RODS
6' APART
GRAVEL
1 HYDRO VALVE
EXISTING 2°O DOWN PIPE
TO POWER Co POINT OP
CONNECTION
THE MAXIMUM VACUUM WITH ONE SUMP
PLUGGED AND A BODY ENTRAPMENT ON
THE OTHER SUMP NEVER EXCEEDS 45 INCHES
OF MERCURY, THE ENTRAPMENT RELEASES IN
LESS THAN THREE SECONDS
TESTING WA5 ACCOMPLISHED UNDER THE
DIRECTION OF WILLIAM ROWLEY A REGISTERED
ENGINEER OF STATE OF FLORIDA
DATED DECEMBER 8 / 2001
4
WATER
LEVEL
* 4
! X
E
NOT LIMIT
ANT I - VORTEX
MAIN DRAIN
11 MAX
4
4
EXISTING 3 4 '2/0 IN 2' C
11 -0'
(C)
EXISTING 3 *2/0 THWN Cu
1 *6(GRD) -2'C
NOTE: ALL WIRING SHALL BE COPPER THWN
21/2'. SUCTION
LINE
11/2 ' 0 VENT LINE
(30' max. length)
12' A" 12'
10' MIN. 10' MIN.
f(C)
12'X9 SUMP
PRE -CAST CONC. OR RUST -FR
FIBERGLASS MAIN DRAIN
ELECTRICAL RISE I4GR4M
6
VARIES
SEE PLAN
1 1 1 1 1 1
POOL BOTTOM
ELCTICJAL DATA
EXISTtNG 200 A PANEL
CKTS
CKT- 39, 41
CKT- 38
SERvES
POOL PUMP
POOL LIGHT
C.B.
20
20
2
KW
2.33
0.3
WIRE - COND.
*12 -1/2'C
12 - 1/2'C
POOL BOTTOM
DOUBLE MAIN RAIN ET4IL
MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT
COMPLIANT WITH R4101.6.63 OF FLORIDA BLDG CODE
EXISTING PANEL
200 AMPS
GRADE
—L.
12' max
1 -1/2' m X 12' PIPE
8' -0'
va' MIN. SLvrt.
•
2'. 2'.
STEPS DETAIL
•
(A) RISER HEIGHT MUST BE UNIFORM
(B) NO LIMITATIONS ON DEPTH TO FLOOR
(C) CONTRASTING TILE AT EDGE
POOL PUMP
WITH HAIR AND
LINT STRAINER
PENTAIR MODEL 542031 (WHITE)
AND 542041 (SLACK) ANTI VORTEX
MAIN DRAIN COVER TESTED TO
ASME A 112.19.8M BY U.L. 8112 LISTED
(TYPICAL OF 2)
.� << 4' HYDRO VALVE
GRAVEL SUMP
- -- COPING
DECK
6' (MIN) CONCRETE ALL
AROUND DRAIN SUMP
2'$ WASTE
L INE
A MINIMUM SLOPE FOR DECKING
OF 1/8' PER LINEAR FOOT SHALL
BE PROVIDED TO EFFECTIVELY
DRAIN TOWARDS THE PERIMETER
AREA
/ / /
CARTRIDGE FILTER
(90 SQ.FT.)
PIPING I4GR4M
WATER VELOCITY TO COMPLY
FBC 2004 R4101.63 AND ANSI (NSPI -5 1995 -92
VACUUM SHALL BE EQUIPPED DEEP
WITH SELF - CLOSING SAFETY
COVER REQUIRING TOOLS FOR
R
•
'
•
PROVIDE WP /GFI
RECEPTACLE IS'
ABOVE GRADE
WITHIN 10' -20' FROM
WATER EDGE
- --4
r
RESIDENCE
r
I 11 /2'. VENT PIPE
r' ABOVE GRADE
NECK
ONNIO
NED =MP
L
EXISTING SANITARY
SYSTEM
POOL EQUIPMENT
ON 4' CONCRETE PAD ---
AND SECURED WITH
4- 14 4'4' ANCHOR BOLTS
WITH NUTS AND WASHERS
(TYPICAL)
MID
POOL PLAN
�A 40 AT SAME 1 LtV , {5
,coL1N
F2.00,p of ii&OSE
AND
IMPORTANT SAFETY NOTE:
DO NOT USE OR OPERATE POOL OR SPA IF THE
SUCTION INLET FITTING 15 MISSING, BROKEN, OR LOOSE,
SCALE =1 /4' =1' -0'
DENOTES 21/2'. LINES
DENOTES 2'. LINES
DENOTES 1 LINES
./.))))))
IMO MM. e
m•I IMO
NOV 0 9 2005
0
9
REVISIONS
BY
DRAWN : R.M.G.
CHECKED : O.M.F.
DATE : NOV. '05
SCALE : SHOWN
JOB NO.: 05- 016340
`
SHEET
2
of 2 S4EETS
GENERAL NOTES.
1- ALL FLOORS AND WALLS OF POOL TO SE CONCRETE SHALL BE
PNEUMATICALLY PLACED (SHOTCREtE OR GUNITE) A 28 DAY MINIMUM
COMPRESSIVE STRENGTH OF 2500 PSI.
2- ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 60.
3- ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL
WITH LOGO PRINTED. PLASTIC PIPE SUBJECT TO A PERIOD OF PROLONGED
SUNLIGHT EXPOSURE SHALL SE COATED TO PROTECT IT FROM ULTRAVIOLET
LIGHT DEGRAD - FBC R4101h5
4- FILTER BACKWASH SHALL COMPLY WITH CHAPTER R410120 OF THE FBC.
5- NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF SOILS EXCEPT
CLEAN SANDS OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE
A SAFE BEARING CAPACITY OF 2000 P. ANY ORGANICS, MARLS, OR
OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON EXCAVATION
SHALL BE REMOVED (DEMUCKED) IN THEIR ENTIRETY AND THE AREA
SHALL BE BACKFILLED WITH ACCEPTABLE SOIL AND COMPACTED IN 12'
THICK LAYERS. WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS
DUE TO WHATEVER CAUSED, THE POOL SHALL BE REDESIGN FOR PILING.
6- IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO
PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING, UNDERPINNING
OR ANY OTHER METHOD IF REQUIRED. THE DESIGN ENGINEER ASSUMES
NO RESPONSABILITY FOR NE SAFETY OF EXISTING STRUCTURE.
1- NE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR POOL
CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS
NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE
ARE 50 INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS
IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY. CONTRACTOR
AND / OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR
TO CONSTRUCTION.
8- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE.
MINIMUM CLEARENCE DIMENSIONS SHALL BE HELD AND SHALL BE AS
REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A
DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL
WATER EDGE AND 5 FEET FROM UNDERGROUND ELECTRIC LINES.
9- POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION
OF CONSUMER PRODUCTS SAFETY COMMISSION, W.D.C. AND FBC R424.1.92
10- MINIMUM 4' -0' HIGH 15 FENCE RECOMMENDED AROUND ALL POOLS IN
UNSCREENED AREAS. COMPLY WITH CHAPTER R4101.11 OF THE F.B.C.
H -WHERE POOLS ABUT OR ARE PLACED NEARBY SEAWALLS OR BULKHEADS
SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD
CONDITIONS NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING
OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT
FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR
REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS 15 REQUIRED OF THE
PROPERTY OWNER WHEN EXCAVATING FOR THE POOL, THE SEAWALL
TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEADMEN FALL WITHIN
THE EXCAVATION, NOTIFY THE ENGINEER FOR INSTRUCTIONS.
12 -THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE
PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED
WITH CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED
IN 12' THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90 % OF
THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE
PATIO SHALL BE PLACED IN A SIMILAR MANNER
13 -WHERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DESING NOTES
SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN
SHALL BE BY OTHERS.
14- WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY
OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH NE
POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING
UPWARD. THE OWNER MUST CONSULT AND POOL REPAIR CONTRACTOR
EXPERIENCED IN ELIMINATING UPLIFT PRESSURES.
15- 11-115 PLANS REMAINS THE PROPERTY OF THE DESIGN ENGINEER IT 15
NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE
WRITTEN PERMISSION OF THE DESIGN ENGINEER AND TO THE BEST OF
OUR PROFESSIONAL KNOWLEDGE AND BELIEF, THEY HAVE BEEN PREPARED
IN COMPLIANCE WITH THE ANSI - N6PI -5 -1995 AND FBC AND ALL APPLICABLE
LOCAL CODES AND REGULATIONS.
16- CONCRETE POOL DECK, SHALL 6E PROVIDED W/ 1 /4' WIDE Mil/CUT CRACK CONTROL
JOINTS SPACED AT 5' -0' O.C. OR FOR AN EFFECTIVE CONCRETE AREA OF 150 SQ. FT.
CRACK CONTROL JOINTS SHALL BE SAWCUT AT A DEPTH OF 1/3 THE SLAB THICKNESS.
WATER
LEVEL
COPING
10 - 0' MINIMUM
20' - 0' MAXIMUM
4
JUNCTION
BOX
3 vit(CU) -1/2' C
GFI / W.P.
RECEPT.
0
3 (CU)- 1/2' C
3 12 (CU) - C NON
CORROSIVE CONDUIT
*3 BARS EACH WAY
3- ALL WIRING SHALL BE COPPER THAN
3 *12 (CU)- 11 /2' C
a
POOL LITE
SWITCH
300 WATTS 12 VOLTS REMOVABLE
UNDER WATER NICHE LIGHT AT POOL
ELECTRICAL NOTES:
POOL PUMP
1 HP
ELECTRICAL IACR4M
TYPICAL WALL SECTION
VARIES
SEE PLAN
'•4
• 4
• 1
EXISTING
200 A
PANEL
JUNCTION BOX
AND PUMP SWITCH
1- ALL ELECTRIC WIRING SHALL BE IN ACCORDANCE WITH NEC - NFPA -
10 -2002 -680
2 - PROVIDE GROUND WIRE SYSTEMS LOOP WITH * 8 COOPER WIRE FOR
THE POOL DECK WIRE MESH AND STRUCTURAL STEEL.
WATER LEVEL
POOL
m
6' CONCRETE SLAB
WITH "3 10' 0.C.
EACH WAY
VARIES (SEE PLAN)
COPING
3'a 10' O.C. EACH
WAY SIDES
STEEL TEXT FORM
OR KRAFT FORM
* 3 e 10' O.C. EACH WAY
21' -6'
EXISTING
METER CAN
INTERLOCKING BRICK
PAVERS DECK (SEE
SHEET -I FOR DETAIL)
GRADE
WELL COMPACTED FILL
FOR THICKNESS
SEE SCHEDULE
34-6'
TYPICAL POOL SECTION
OVERHEAD SERVICE
TO POWER Co. POLE
CONNECTION
EXISTING I * 4 (GRD)
(Cu) IN 1/2' C TO C.W.P.
AND (2) 5 /8 1 0 x 10' RODS
6' APART
GRAVEL
1 HYDRO VALVE
EXISTING 2°O DOWN PIPE
TO POWER Co POINT OP
CONNECTION
THE MAXIMUM VACUUM WITH ONE SUMP
PLUGGED AND A BODY ENTRAPMENT ON
THE OTHER SUMP NEVER EXCEEDS 45 INCHES
OF MERCURY, THE ENTRAPMENT RELEASES IN
LESS THAN THREE SECONDS
TESTING WA5 ACCOMPLISHED UNDER THE
DIRECTION OF WILLIAM ROWLEY A REGISTERED
ENGINEER OF STATE OF FLORIDA
DATED DECEMBER 8 / 2001
4
WATER
LEVEL
* 4
! X
E
NOT LIMIT
ANT I - VORTEX
MAIN DRAIN
11 MAX
4
4
EXISTING 3 4 '2/0 IN 2' C
11 -0'
(C)
EXISTING 3 *2/0 THWN Cu
1 *6(GRD) -2'C
NOTE: ALL WIRING SHALL BE COPPER THWN
21/2'. SUCTION
LINE
11/2 ' 0 VENT LINE
(30' max. length)
12' A" 12'
10' MIN. 10' MIN.
f(C)
12'X9 SUMP
PRE -CAST CONC. OR RUST -FR
FIBERGLASS MAIN DRAIN
ELECTRICAL RISE I4GR4M
6
VARIES
SEE PLAN
1 1 1 1 1 1
POOL BOTTOM
ELCTICJAL DATA
EXISTtNG 200 A PANEL
CKTS
CKT- 39, 41
CKT- 38
SERvES
POOL PUMP
POOL LIGHT
C.B.
20
20
2
KW
2.33
0.3
WIRE - COND.
*12 -1/2'C
12 - 1/2'C
POOL BOTTOM
DOUBLE MAIN RAIN ET4IL
MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT
COMPLIANT WITH R4101.6.63 OF FLORIDA BLDG CODE
EXISTING PANEL
200 AMPS
GRADE
—L.
12' max
1 -1/2' m X 12' PIPE
8' -0'
va' MIN. SLvrt.
•
2'. 2'.
STEPS DETAIL
•
(A) RISER HEIGHT MUST BE UNIFORM
(B) NO LIMITATIONS ON DEPTH TO FLOOR
(C) CONTRASTING TILE AT EDGE
POOL PUMP
WITH HAIR AND
LINT STRAINER
PENTAIR MODEL 542031 (WHITE)
AND 542041 (SLACK) ANTI VORTEX
MAIN DRAIN COVER TESTED TO
ASME A 112.19.8M BY U.L. 8112 LISTED
(TYPICAL OF 2)
.� << 4' HYDRO VALVE
GRAVEL SUMP
- -- COPING
DECK
6' (MIN) CONCRETE ALL
AROUND DRAIN SUMP
2'$ WASTE
L INE
A MINIMUM SLOPE FOR DECKING
OF 1/8' PER LINEAR FOOT SHALL
BE PROVIDED TO EFFECTIVELY
DRAIN TOWARDS THE PERIMETER
AREA
/ / /
CARTRIDGE FILTER
(90 SQ.FT.)
PIPING I4GR4M
WATER VELOCITY TO COMPLY
FBC 2004 R4101.63 AND ANSI (NSPI -5 1995 -92
VACUUM SHALL BE EQUIPPED DEEP
WITH SELF - CLOSING SAFETY
COVER REQUIRING TOOLS FOR
R
•
'
•
PROVIDE WP /GFI
RECEPTACLE IS'
ABOVE GRADE
WITHIN 10' -20' FROM
WATER EDGE
- --4
r
RESIDENCE
r
I 11 /2'. VENT PIPE
r' ABOVE GRADE
NECK
ONNIO
NED =MP
L
EXISTING SANITARY
SYSTEM
POOL EQUIPMENT
ON 4' CONCRETE PAD ---
AND SECURED WITH
4- 14 4'4' ANCHOR BOLTS
WITH NUTS AND WASHERS
(TYPICAL)
MID
POOL PLAN
�A 40 AT SAME 1 LtV , {5
,coL1N
F2.00,p of ii&OSE
AND
IMPORTANT SAFETY NOTE:
DO NOT USE OR OPERATE POOL OR SPA IF THE
SUCTION INLET FITTING 15 MISSING, BROKEN, OR LOOSE,
SCALE =1 /4' =1' -0'
DENOTES 21/2'. LINES
DENOTES 2'. LINES
DENOTES 1 LINES
./.))))))
IMO MM. e
m•I IMO
NOV 0 9 2005
0
9
REVISIONS
BY
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