HomeMy WebLinkAboutHUSTON PLANH
G
F
E
D
C
B
A
8 7 6 5 4 3 2 1
H
G
F
E
D
C
B
A
8 7 6 5 4 3 2 1
MAX. WIDTH:
MIN. DEPTH:
18’8"
SHAPE:
FILL FROM EXCAVATION:
TILE:FILTER:
PUMP HP:
LIGHTS:
TRNFORM:
MAIN DRAIN:
SKIMMER:
RETURNS:
VALVED VAC LINE:
DISCHARGE LINE:
CHLORINATOR:
HANDRAIL:
DIVING BOARD:
HEATER:
VACUUM HEAD:
VACUUM HOSE:
LEAF SKIMMER:
TREE / STUMP REMOVAL:
REMOVE EXISITING CONCRETE:
PUMP POOL PATIO:
ELECTRICAL:
POOL PATIO:
EXISTING PATIO:
DECK DRAIN:
POOL CAPACITY:
TURN-OVER RATE:
TERMITE TREAT:BARRIER:
MAX. LENGTH:30’
3.5’MAX. DEPTH:6’
CUST
HAUL
ELEVATION:TBD
INTERIOR FINISH:GEM CS200
POOL SPA
POOL 2 COLOR LED SPA NA
POOL SPA
POOL 2 SPA NA
1
POOL 3 SPA NA
JETS:POOL NA SPA NA
INCL FILL LINE:NA
TO GROUND
TRUCLEAR SALT SYSTEM
NA LADDER:NA
NA SLIDE:NA
NA
INCL
INCL
INCL
POLE:
BRUSH:
TEST KIT:
INCL
INCL
INCL
NA
NA
SCREEN ENCLOSURE:
ED’S ELECTRIC
CONCRETE FLOCRETE
INCL
6-HRS.
INCL DOOR WINDOW ALARMS
NA
MAX. WATER VELOCITY:
MIN. SKIMMER FLOW:
SURFACE AREA OF POOL:
SPECIFICATIONS
NA
100 WATTS NA
PAVERS REMAIN
PUMP MAKE PER FBC 4501.20
2.7HP VS FLOPRO
FILTRATION PUMP COMPLIANT WITH ANSI/APSP/ICC-15 2011
GENERAL NOTES:
1. SWIMMING POOL CONSTRUCTION TO COMPLY W/ FLA. BLDG. CODE AND
WITH ALL LOCAL ORDINANCES AND ZONING REGULATIONS.
2. SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND. ALL
WALLS AND FLOORS SHALL BE GUNITED OR POURED IN-PLACE
CONCRETE W/ MINIMUM 3,000 P.S.I. CONCRETE (@ 28 DAYS)
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 THE DESIGN.
4. REINFORCING BARS SHALL BE NEW BILLET, GRADE 40.
5. 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 SHALL 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
10. HAIR & LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN W/ A
MINIMUM FREE AREA OF 3X THE AREA OF THE SUCTION LINE.
11. ELECTRICAL: INSTALL WIRING & DEVICES AS SHOWN IN "POOL DATA"
HEREON. LIGHT CONNECTION TO CONFORM TO NATIONAL ELECTRICAL
CODE- LATEST EDITION.
12. ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL,
LIGHT FIXTURES & HOUSING, METAL PARTS OF LADDERS, HANDRAILS,
DIVING BOARDS & SUPPORTS TO BE BONDED 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 A FILTRATION RATE NOT TO EXCEED
3 G.P.M. / S.F. OF FILTER AREA. NO BACK-WASH REQUIRED.
15. 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.
17. PLANTER SPECIES SHALL BE SELECTED WITH NON-INVASIVE ROOT
SYSTEMS (SPECIES SELECTION BY OTHERS).
AARON H. ALLEN PE, FL REG. NO. 86620 FL
A. ALLEN ENGINEERING LLC, CA NO. 33042
2367 7TH STREET, LA VERNE, CA 91750
TO THE BEST OF MY KNOWLEDGE, THESE
DRAWINGS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES
13,295-GAL.
SPA CAPACITY:NA
6 FPS FROM TRUNK
25 GPM
396 SQFT.
PERIMETER OF POOL: 82 LINFT
SEAL:
BUILDER/JOB NAME:
PERMIT NO.:
DATE DRAWN:
TBD
08/05/2020
DRAWN BY:
CHECKED BY:
APPROVED BY:
HUSTON, DEBORAH
ADDRESS:2680 CONIFER DRIVE
DAVE CURLAND
AARON H. ALLEN
SCALE:¼” = 1'
CITY:FORT PIERCE, FL 34951
JOB INFORMATION
PIONEER
SECTION THRU POOL 1
AScale: NTS
WALL THICKNESS REQ.4
AScale: NTS
TYP. WALL SECTION & WELL PT.5
AScale: NTS
POOL DRAIN TYP.6
AScale: NTS
EQUIPOTENTIAL BOND GRID 7
AScale: NTS
WATER BONDING 8
AScale: NTS
ELECTRICAL SCHEMATIC 7
CScale: NTS
W.L.
#8 SOLID COPPER BOND
WIRE W/ APPR. CLAMPS
(SEE NOTE 3)
8 GAUGE SOLID COPPER WIRE
SOIL
18" MIN.
(ENTIRE PERIMETER)
NOTES:
1. MINIMUM 18" FROM ENTIRE EDGE OF POOL PERIMETER BURIED 4" TO 6" DEEP
2. INSTALL PER N.E.C. 2017 SEC. 680.26 (WHERE ADOPTED)
3. #8 SOLID COPPER BOND WIRE WITH APPROVED CLAMPS ON EACH SIDE OF POOL (4 TOTAL)
DECK PER DETAIL A/5
ANSI-7/ANSI-15 8
EScale: NTS
POOL DRAIN CERTIFICATION 7
EScale: NTS
EQUIPMENT LAYOUT 7
GScale: NTS
UNDERWATER LIGHT 8
BScale: NTS
PUMP CURVES 7
HScale: NTS
SHORING REQUIREMENTS 3
AScale: NTS
SOIL
EQUIPMENT PAD
PB-2008
BONDING WIRE
TO GRID VARIESNOTE:
1. PB-2008 TO BE INSTALLED NEAR OR UNDER EQUIPMENT PAD
FROM POWER SUPPLY
POOL FINISH
APPROVED GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
1" LIGHT CONDUIT
WATER LEVEL
NICHELESS
UNDERWATER
LIGHT 18" MIN.EXIST. FTGN.
SOIL
3 ft.
6 ft.
9 ft.5 ft.4" WALL #3
REBAR @ 12"
O.C.E.W.ANGLE OF REPOSENOTES:
EXCAVATION INTO ANGLE OF REPOSE ALLOWED IF:
1. SHORING IS SUFFICIENT TO SECURE SOILS FROM EROSION/SETTLEMENT
2. NO UNDERMINING OCCURS UNLESS APPROVED BY ENGINEER
3. COMPACTION TEST PROVIDED AT C.O.
6" WALL #3
REBAR @ 12"
O.C.E.W.
8" WALL #3
REBAR @ 12"
O.C.E.W.
2"X4" @ 24" O.C.
½" PLYWOOD
NOTE:
1. SHORING TO BE INSTALLED WHEN POOL
SHELL IS CLOSER THAN 5 FT TO HOME,
OR EXCEEDS THE ONE TO ONE RATIO OF
THE ANGLE OF REPOSE EXIST. FTGN.
SOIL
< 5' OR 1:1
S.P.S.T. TOGGLE
SWITCH
#8 SOLID CU GROUND WIRE
TO EXISTING PANEL
40 AMP POOL PANEL
W/(3) - #4 THHN CU WITHIN 1”
ELECTRICAL CONDUIT
(X) POOL LIGHTS
(GFI NOT REQUIRED)
VARIABLE SPEED PUMP MOTOR
W/BUILT-IN OVERLOAD SWITCH W/3- #10
THHN CU WITH-IN ½” CONDUIT
TIME CLOCK
W.P. DISCONNECT
MAIN DRAIN
SKIMMER
COLOR LED
VACUUM LINE
SYMBOL LEGEND
DECO DRAIN
EXISTING FACILITY CHANNEL
DRAIN
ELEVATION MARKER
B BUBBLER
JANDY UPLIGHTUL
DOOR/WINDOW ALARM
BABY BARRIER
XX.X’
DECK PER DETAIL A/5
x0 ft.2 ft. 4.8 in.4 ft.8 ft.
REVISION DATE:NA
· APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL 6TH EDITION AND THE ANSI/APSP-7 2006 FOR
SUCTION ENTRAPMENT AVOIDANCE
TO 8FPS SUCTION LINES,10FPS MAX RETURN
SWIMOUT CUT SECTION 8
HScale: NTS
20" MAX.
18"
8880 GLADES CUT OFF ROAD
PORT ST. LUCIE, FL 34986
CUSTOMER APPROVAL:
REVISION
NOTE:
1. WHEN PROVIDED SHALL BE AT 20" MAX. BELOW THE WATERLINE
6
P1 W
F
V
S
5
4
B
NOTES:
1. ALL ELECTRICAL TO COMPLY WITH 2017 NATIONAL ELECTRIC CODE.
2. 3-#12 THHN CU WITHIN ½” MIN. CONDUIT FOR POOL LIGHT (S)
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC, WITH #8 SOLID, BARE COPPER.
4. ALL POOL PUMPS TO GFCI PROTECTED PER NEC 680.22 (B)
5. INSTALL 125V 15 AMP WEATHERPROOF DUPLEX GFCI RECEPTACLE AT LEAST 10'
AWAY AND NOT MORE THAN 20' FROM THE INSIDE WALL OF THE POOL
6. POOL PANEL AND SWITCHES MUST BE AT LEAST 5' FROM THE INSIDE WALL OF THE
POOL
7. PROVIDE PROPER WORKING CLEARANCE SPACES FOR ELECTRICAL EQUIPMENT AS
PER HO-26 OF NFPA 70
REC. PUMP/WATER FEATURE PUMP = 2.7 HP V.S. FLOPRO
LOW SPEED: 36 GPM MAX
HIGH SPEED: 117 GPM @ 48 TDH
2.5" SUCTION PIPE @ 117 GPM: 7.98 FT/SEC.
(8 FT./SEC. MAX. - SUCTION LINES)
2.5" PRESSURE PIPE @ 117 GPM = 7.98 FT./SEC.
(10 FT./SEC. MAX. – PRESSURE LINES)
200 SQ. FT. CARTRIDGE FILTER X 0.375 = 75 GPM
BACKWASH VALVE NO
DOCUMENT PROPERTY OF A. ALLEN ENGINEERING INC. & A&G CONCRETE POOLS INC., DUPLICATION AND/OR DISTRIBUTION IN PART OR WHOLE WITHOUT WRITTEN CONSENT FROM THE OWNER(S) WILL BE PUNISHABLE UNDER AWCPA COPYRIGHTS LAWS.
KEY:
1. 2.5" RETURN LINE TO POOL
2. 2" SUPPLY LINE TO BUBBLERS
3. 2" SUPPLY LINE TO SHEER DESCENT
4. 1.5" VACUUM LINE
5. 2" SKIMMER LINE
6. 2.5" MAIN DRAIN LINE
P1. 2.7HP VS FLOPRO WITH W/APPR HAIR AND LINT STRAINER
F. CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF VALVE
(MUST HOLD 35 PSI FOR 30 MINUTES MINIMUM)
W. 1.5" TO WASTE OR TO GROUND
V. VALVES (TYP)
B. PB-2008 WATER BONDING TO GRID (SEE DETAIL A/8)
S. JANDY “TRUCLEAR” SALT SYSTEM
TYP. FOOTER SECTION 2
BScale: NTS
HANDRAIL BONDING 7
BScale: NTS
NOTE:
1. WHERE APPLICABLE PER NATIONAL ELECTRICAL CODE
#8 GROUND WIRE
DECK PER DETAIL A/5
2.5" SUCTION LINE MAX 117 G.P.M.
TO FILTRATION PUMP
3" PLUMBING LINES
FROM SUMP W/ 3" TEE
3 FT. MIN.
6 FPS MAX
8 FPS MAX
WATERWAY MAIN DRAINS
MIN. 3' SEPARATION REQ.
NOTES:
1. APPROVED MAIN DRAIN FRAMES AND GRATES PER V.G.B.
ASME/ANSI 112.19.8-2007 (SEE CERT. OF COMPLIANCE) -
COVERS MUST BE REPLACED EVERY 5 YEARS
2. APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL 6TH EDITION AND THE ANSI/APSP-7 2006 FOR
SUCTION ENTRAPMENT AVOIDANCE
8"
(1) #5 OR (2) #3 REBAR(S)
CUT SECTIONTOP VIEW
8"
8"
Eq.VARIESNOTE:
1. STEEL REINFORCEMENT IN CONCRETE AGAINST EARTH SHALL HAVE A MINIMUM COVER OF 2"
Eq.Eq.
Eq.
4"
6"X6" TILE
INTERIOR
FINISH
CONCRETE
#3 @ 12" O.C.B.W.
TO PUMP
THREADED
PLUG
SECURED GRATE
TOOLS REQUIRED
FOR REMOVAL
GRAVEL
BED
NOTES:
1. REMOVE GRATE & WELL POINT PLUG FROM MAIN DRAIN
& ATTACH AUX. PUMP LINE WHEN EMPTYING POOL
2. FOR DEPTHS GREATER THAN 6' ADD 1- #3 COVE BAR @
6" O.C.
3. SLOPE DECK ¼” PER FOOT
4. 2500 PSI FIBER REINFORCED PUMP MIX CONCRETE
4"
COMPACTED SOIL ACCESSSUNDECK WITH
BUBBLERS AND
UMBRELLA SLEEVE
*LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
PAVERS REMAIN
GLASS STEP EDGE TILE
3.5' DEEP
DECO DRAIN
6' DEEP
SKIMMER
VAC LINEGLASS STEP EDGE
TILED BENCH
COVERED LANAI
13' X 30'
POOL
+12"+6"CONCRETE
FLOCRETE
26 ft.40 ft.3 ft.5 ft.7 ft.3 ft.13 ft. 2 in.5 ft. 6 in.11 ft.
30 ft.10 ft.COLOR LED
COLOR LED
+6"
36" SHEER DESCENT
OVERFLOW LINE
30'
0
FLOOR SLOPES
#3 STEEL @ 12" O/C E.W.
WATERLINE TILE
MAIN DRAIN
5'
X”
6'
3'6"
SUNDECK
12" MAX
4-½”
12" MAX
12" MAX
10" MIN.
STEP NOTES:
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. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2X6 CAPTILE BORDER
OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY
NOTES:
1. (5.6.1) THE SLOPE OF THE FLOOR FROM THE SHALLOW END WALL TOWARDS THE DEEP AREA SHALL NOT EXCEED 1
FOOT IN 7 FEET TO THE POINT OF THE FIRST SLOPE CHANGE
2. (5.6.2) CHANGES IN SLOPE BETWEEN SHALLOW AND DEEP AREAS SHALL BE AT A MINIMUM WATER DEPTH OF 2 FEET 9
INCHES AND BE AT LEAST 6 FEET FROM THE SHALLOW END
3. (5.6.3) THE SLOPE OF THE FLOOR FROM THE POINT OF THE FIRST SLOPE CHANGE TOWARD THE DEEP END SHALL NOT
EXCEED 1 FOOT IN 3 FEET
4. WALLS SHALL NOT SLOPE > 11 DEGREES
5. HAND HOLD TO BE INSTALLED WHERE DECK RAISED +6" ABOVE POOL
3'
W.P. DISCONNECT
SALT SYSTEM W/BUILT IN OVERLOAD
SWITCH W/3-#10 THHN CU WITH-IN ½”
CONDUIT
21
R
R
R
30" CLEARANCE IN
FRONT
OF SUBPANEL
F
P1
SALT
2.5"
1.5"
1.5"
1.5"
1.5"1.5"
2"
1.5"1"
2"1.5"
2"
DECK PER DETAIL A/5
COMPACTED SOIL
+6"
+12"
5
B
CONCRETE DECK RISER
Scale: NTS
PROVIDE HAND HOLDS
AS REQUIRED ANSI/NSPI-5-2003
OR MAINTAIN 4" GRABBABLE
SURFACE
(DETERMINE IN FIELD)
3
3"
3"
2.5"2"
UMBRELLA SLEEVE