HomeMy WebLinkAboutPool Construction26 ft.
HOMEOWNER TO INSTALL ADDITIONAL
FENCING AROUND PERIMETER OF POOL
DECK
SW-_IMOUTS WHEN PROVIDED SHALL
BE AT 20" MAX. BELOW
THE WATERLINE
20" max.
18"
N.T.S.
Per F.R.C. 4501.18 AND ANSI/
NSPI-5-2003
*LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
SCHEMATIC
(NO SCALE)
6'X6' SUNDECK
WITH 6"
WATER DEPTH,
2BUBBLERS
MUST HOLD 35 PSI FOR AT
.:.LEAST-30 MIN.
FILTER IGAUGE
RETURN LINE
PUMP
WASTE \ �-/
SKIMMER
(2) MAIN DRAINS
MIN. 3' APART
O
O V HAIR & LINT
CATCHER
(COMPONENT OF PUMP)
v
EQ
N7 15 ft.
R {
TILED BENCH I
EDGE
I
OO 'DEEP 0O
I
f
SKIMMER OQ
COLOR LED !
LIGHT
co
6
6 ft.
x
n
EQUIPMENT
PAD 1G
PER FBC
4501.22(9.2) �+
8 ft.
15'X35' POOL vac
AREA LINE
h
3 a
I
JD\
COLOR L
LIGHT
3.5' DEEP
I
I>AI s� sAr a
RG 1 ,Y F€=,M ,C
TILED STEP I
EDGES
1
a
CONCRETE FLOCRETE DECKING
DECO DRAIN
--------------------
Eft. 6ft. 6in.
POOL BARRIER PER FRC R4501.17.1-
R4501.1.17.3 AND ANSI/NSPI-5-1995
SAFETY BARRIER PER FRC R4501.17.1-
R4501.17.3 & ASTM5034-95, ASTM D3787-
89, ASTM 653-96
NOTE: POOL PUMP MOTOR LOCATED
ELECTRICAL DIAGRAM AND
ABOVE GRADE. PROVIDE SEPARATE
GFI OUTLET PER 2011 NEC
CIRCUIT FOR PUMP MOTOR(S)AND
(NO SCALE)
HEATER(S) ETC
RAIN TIGHT OUTDOOR
ECTRICAL PANEL NOTE: INSTALL 125V 15 AMP
(SIZED PER LOAD) WEATHERPROOF DUPLEX
TO MAIN SERVICE PANEL
G-F-I
RECEPTACLE AT LEAST 10'
IN APPRO
AWAY AND NOT THAN
(SIZED PER LOAD)
OUTLET
0' FROM THE INSIDE WALL OF
O DOOR TIME -CLOCK THE POOL
WIRING TO POOL LIGHT
IN APPROVED CONDUI
PUMP
MOTOR
UL APPROVED DECK
E
BOX FOR DIRECT
(1) POOL PANEL AND SWITCHES MUST BE
CONNECTION TO
AT LEAST V FROM THE INSIDE WALL OF
NICHE
THE POOL
POCK LIGHT (2) ALL ELECTRICAL WIRING AND
SWITCH EITHER EQUIPMENT MUST INSTALLED IN
UNDERWATER
INDOOR OR ACCORDANCE WITH THE 2011 EDITION OF
LIGHT 1•
OUTDOOR THE NATIONAL ELECTRICAL CODE
APPROVED WIRING IN
1" SCH 40 PVC
•
W/ #8 (3) PROVIDE PROPER WORKING
BONDING CONDUCTOR
CLEARANCE SPACES FOR ELECTRICAL
EQUIPMENT AS PER HO-26 OF NFPA 70
PLUMBING LEGEND:
2.5" RETURN LINE TO FIRST TEE
3" TRUNK LINE, 3" SUCTION LINE
2" VACUUM LINE
2" SKIMMER LINE
1" ELECTRICAL CONDUIT FOR
LIGHTS
1.5" BUBBLER LINE
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W.L.
#8 SOLID COPPER BOND
WIRE W/ APPR. CLAMPS
(ONE ON EACH SIDE OF
POOL4TOTAL)
FOOTER DETAIL
(1) #5 REBAR
OR (2) # 3 REBAR
ILZ
8"
NO SCALE
VS-FHP1.0 PERFORMANCE CURVES
100 -
090
LL
2 �
0
fw >o
Lu
w
LL 60
Q 3450 RPM
a S0
W
• APPROVED WITH THE 2014 FLORIDA BUILDING CODE
5"' EDITION FOR RESIDENTIAL
T
40
GENERAL NOTES:
V
2
30 `'I'
1. SWIMMING POOL CONSTRUCTION
Q
1aa0R na HIGH SPEED 117 GPM
/
TO COMPLY W/ FLA. BLDG. CODE AND
7z-
m
WITH ALL LOCAL ORDINANCES AND
ZONING REGULATIONS.
DIRECTIONS:
Q
10 LOW SPEED 28 GPM
I
2. SWIMMING POOL TO BEAR ON
ORANGE AVE WEST OVER TURNPIKE
p
o
ROCK OR UNDISTURBED SAND. ALL
BRIDGE, MAKE LEFT ON COKER ROAD,
I-
0 10 20 30 40 50 60 70 00 90 100 110 120 130 140 I50 110 170 180 190 200
WALLS AND FLOORS SHALL BE
GUNITED OR POURED IN -PLACE
HOUSE IS AT END OF THE DIRT ROAD
FLOW GPM
CONCRETE W/ MINIMUM 3,000 P.S.I.
STACY BRANSCOMB
CONCRETE (@ 28 DAYS)
CELL: 528-6986
COMPRESSIVE STRENGTH.
3. ENGINEER SHALL BE NOTIFIED IF
SOIL BEARING LESS THAN 2500 P.S.F..
OR MUCK, SILT OR LOOSE, SOFT SOIL
IS FOUND. A SOIL BEARING CAPACITY
OF 2,500 P.S.F. HAS BEEN USED IN
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER = 4" THICK WALLS W/#3 REBAR @ 12"
O.C. EACH WAY
X TO 6' = 6" THICK WALLS W/#3 REBAR @ 12" O.C. EACH
WAY
O' TO T = 8" THICK WALLS W1#3 REBAR @ 12" O.C. EACH
WAY
9 ft.
m 2
m
4 3
:* m
50 3 ft.
i
/
/
1G
II �
0
wy
J 0
Q W
EXCAVATION INTO THE ANGLE -
OF REPOSE IS
ALLOWABLE PROVIDED:
* SHORING IS INSTALLED AT EXCAVATION AND
SHORING SHOULD BE SUFFICIENT TO SECURE SOILS
FROM EROSION OR SETTLEMENT
NO UNDERMINING OCCURS OR ENGINEER
APPROVED IF ANY DOES
COMPACTION TEST OF THE BACKFILLED MARTIAL
ARE
PR IDFDATC_O_OFTHFSW1MMING_Pnf)I
18" MIN.
( ENTIRE PERIMETER)
PAVER DECK OR CONCRETE DECK
EQUIPOTENTIAL BONDING GRID DETAIL
PER N.E.C. 2011 SEC. 680.26
(WHERE ADOPTED)
POOL PATIO
WATER LEVEL
FRO
POWER
1" LIGHT SUPPLY
CONDUIT
UNDERWATER UNDERWATER LIGHT
LIGHT DETAIL
APPROVED (NO SCALE)
GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL, RAILS
& EQUIPMENT
POOL FINISH
2
2
z_
m
8 GAUGE SOLID COPPER WIRE------
I'
MINIMUM 18" FROM EDGE OF POOL
AROUND ENTIRE POOL PERIMETER
BURIED 4" TO 6" DEEP
POOL DETAIL
APPROVED MAIN DRAIN
FRAMES AND GRATES APPROVED VATH THE 2014 FLORIDA BUILDING
CODE 5' EDITION FOR RESIDENTIAL AND THE
PER V.G.B. ASME/ANS.I ANSUAPSP-72W6 FOR SUCTION ENTRAPMENT
11219 8-2007 AVOIDANCE
• • MINIMUM (2) SUCTION LINES PER PUMP_3 FT.
SEPARATION OR -SEPARATE PLANES
3 FT. MIN. 2" RETURN
LINE
• "PLUMBING LINES
3" SUCTION LINE FROM SUMP W/ 3"
MAX 181 GPM TEE
TO FILTRATION PUMP 6 FPS MAX
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH
EDGES WILL HAVE 2X6 CAPTILE
BORDER OF OPPOSITE COLOR OF GEM
FINISH FOR VISIBILITY
2. HAND HOLD TO BE INSTALLED AT Alm
WHERE DECK RAISED +6"
ABOVE POOlr
48" MAX D
WATER
DEPTH F10"dN.- Z" /
0 0
N.T.S.
�� OVERPOUR BEND INTO DECK @ 48" 1/4" PER FT. SLOPE
NOTE: REMOVE GRATE & (OR CAP TILE, O.C. MAX.
WELL POINT PLUG FROM WHERE
MAIN DRAIN &ATTACH APPLICABLE
AUX. PUMP LIN(= WHEN 6"X6" TILE
GRATE SHALL BE
SECURED IN PLACE
SO THAT TOOLS
ARE REQUIRED
FOR REMOVAL
THREADED
PLUG
GRAVEL BED
THE DESIGN.
4. REINFORCING BARS SHALL BE NEVI
BILLET, GRADE 40.
S. ALL POOL PIPING TO BE P.V.C.
SCHEDULE 40 MIN. AND BEAR THE
N.S.F. APPROVAL.
6. BACK -WASH SHALL BE IN
COMPLIANCE WITH LOCAL
ORDINANCES.
7. DISPOSAL OF POOL WATER SHALL
CONFORM TO LOCAL ORDINANCES.
SURFACE GRADING SHALL CONTAIN
WATER WITHIN PROPERTY LINES.
PONDING SHALL NOT PERSIST FOR
MORE THAN ONE HOUR.
8. WATER SUPPLY & DISPOSAL SHALI
BE INSTALLED SO THAT THERE IS NO
CROSS CONNECTION WITH A
DOMESTIC WATER SUPPLY OR
WATER DISPOSAL SYSTEM.
9. GRATE AT MAIN DRAIN SHALL
HAVE A FREE AREA OF 4X THE AREA
OF THE SUCTION LINE
#8 GROUND WIRE
HADRAIL BONDING
DETAIL
STEPS WHERE APPLICABLE
PER NATIONAL
ELECTRICAL CODE
STEP DETAIL
1. TREAD IS MIN. OF 10" WIDE.
2. RISER NOT GREATER THAN 12"
EXCEPT IF MORE THAN (3) TREADS
ARE USED.
3. ALL STEPS TO BE SOLID GUNITE
4000 PSI.
4" SLAB
INTERIOR 2500 FIBER
FINISH TYPICAL WALL SECTION &
41/2" TYP. WELL POINT
WALL
(NO SCALE)
STEEL-TEX FORM OR
6" TYP. FT WALL
FLOOR KRA
#3 @ 12" O.C.B.W.
NPTE: FOR DEPTHS GREATER
AN 6' ADD 1- #3 COVE BAR @
6" O.C.
Iliil11L41;�7
FLOOR -SLOPES SHALL
BE REASONABLY
UNIFORM AND COMPLY
WITH ARTICLES 6.6.1
10. HAIR & LINT STRAINERS SHALL
HAVE A REMOVABLE SCREEN W/ A
MINIMUM FREE AREA OF 3X THE AREI
OF THE SUCTION LINE.
11. ELECTRICAL: INSTALL WIRING &
DEVICES AS SHOWN IN "POOL DATA"
HEREON. LIGHT CONNECTION TO
CONFORM TO NATIONAL ELECTRICAI
CODE- LATEST EDITION.
12. ALL METALLIC CONDUITS, PIPING
SYSTEMS, REINFORCED STEEL, LIGH-
FIXTURES & HOUSING, METAL PARTS
OF LADDERS, HANDRAILS, DIVING
BOARDS & SUPPORTS TO BE BONDEI
TOGETHER & GROUNDED TO A
COMMON GROUND. BONDING
CONDUCTOR SHALL NOT BE
SMALLER THAN #8 COPPER.
13. NO OVERHEAD OPEN WIRE OVER
POOL WATER.
14. CARTRIDGE FILTER SHALL HAVE
FILTRATION RATE NOT TO EXCEED 3
G.P.M. / S.F. OF FILTER AREA. NO
BACK -WASH REQUIRED.
IS. CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND CONDITIONS AT
SITE BEFORE STARTING THE
PROJECT. CONTRACTOR SHALL
VERIFY LOCATION OF ELECTRICAL
SERVICE BY F.P.&L. COMPANY.
16. SPECIAL ATTENTION SHALL BE
GIVEN TO EXISTING FOUNDATION TO
PREVENT UNDERMINING.
THE SLOPE OF THE FLOOR
FROM THE SHALLOW END
WALL TOWARDS THE DEEP
AREA SHALL NOT
__--
FOOT IN 7 FOOT
L_SECTION THRU POOL
(NO SCALE)
SPECIFICATIONS
MAX. WIDTH 15' MAX. LENGTH 35'
MIN. DEPTH 3.5' MAX. DEPTH 7'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION STOCKPILE
TILE INTERIOR FINISH GEM FILTER CS200
PUMP MAKE JANDY 1 HP VS FLOPRO
PUMP HP: POOL 1HP VS FLOPRO SPA NA
FILTRATION PUMP COMPLIANT WITH ANSYAPSPIICC-16 2011
LIGHTS POOL 2 CLR LED SPA NA
TRNFORM: POOL 1 300 WATT SPA NA
MAIN DRAIN: POOL 2 SPA NA
SKIMMER
(1)
RETURNS:_ POOL 3 SPA NA
JETS: POOL SPA NA
VALVED VAC LINE INCL FILL LINE INCL
DISCHARGE LINE TO GROUND
CHLORINATOR IN LINE CHLORINATOR
HANDRAIL NA LADDER NA
_ _
DIVING BOARD NA SLIDE NA
HEATER NA
VACUUM HEAD INCL POLE ANcL7
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
TREE / STUMP REMOVAL NA
REMOVE EXISITING CONCRETE NA
PUMP POOL PATIO NA
-- -
SCREEN NA
ELECTRICAL INCL
POOL PATIO CONCRETE FLOCRETE
EXISTING PATIO NA
DECK DRAIN INC
GALLON CAPACITY -POOL 18,693 GAL.
GALLON CAPACITY -SPA NA
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. WATER VELOCITY.- 6 MIS FROM TRUNK LINES
TO 8 ft.h SUCTION LINES. 10fps MAX RETURN LINE
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL -626 SQ. FT 100_LN FT
JOB NAME: BRANSCOMB
1 ADDRESS: 725 WEST COKER ROAD,
FORT PIERCE, FL
PERMIT NO.:
DATE DRAWN: OCTOBER 16T" , 2017
DRAWN BY: JASON BARAN JB
DESIGNER APPROVAL:
k CUSTOMER APPROVAL:
SCALE: 1/4" = 1' CT
REVIEV1'E
REVIE:i'E
DATE
PLANS AN
❑ CON CR IDS
POOLS, INC.
CYCOLAC MAIN DRAIN
RAY REINHARD
PE # 47041
LIGHT
6" THICK
4'
j1//-0 6A
OUN TY BFU n-INC PIT,TcIrw
7_-
PER311T IL4UgT BE KEPT ON JO
ECTIO_`i WILL BE 1IADE.
dl's lit
THESE PLANS AND ALL PROPOSED WORE:
ARE SUBJECT TO ANY CORRECTIONS
AFOIIIPFP BY FIELD INSPECTORS THAT
MAY BE N CESSARY IN ORDER TO
COMPLY ITW Au. APPLICABLE CODES.
41/:" THICK
WALLS
SHALL
NOT
SLOPE
GREATER
THAN 11 •
1010 Easter Lilly Lane
Unit 203
Vero Beach, FL32963