HomeMy WebLinkAboutPool - Spa PlansI
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NOTE:
DECK AND DECK POOL/SPA BEAM JOINT
WATERPROOFING SPECIFICATIONS AND
DETAILS - BY OTHERS
NOTE:
EXISTING 48" MIN. HIGH FENCE W/ SELF
LATCHING GATE THAT SWINGS OUT
AWAY FROM POOL AREA VERIFY EXIST.
FENCE INCOMPLIANCE W/ CHILD SAFETY
BARRIER REQUIREMENTS PER FBC
SEVENTH EDITION (2020)
POOL/SPA HEATER
UNDER STAIRS
SEE SITE PLAN:
BY OTHERS
REINFORCED OR
PRODUCT APPROVED
CONCRETE SLAB(S)
(FIELD VERIFY SIZE &
LOCATION) �
AUTO -FILL DEVICE
3/4" FRESH WATER SUPPLY LINE
FROM EX. HOSE BIBB - BY OTHERS
FIELD VERIFY H.B. LOC.
& 2" OVERFLOW LINE TO ON -SITE
DRAINAGE SYSTEM - BY OTHERS
EXIST.
PORCH
21�
NOTE:
POOL CONTRACTOR TO VERIFY ALL
PROPERTY LINE LOCATIONS AND POOL
ELEVATION PRIOR TO CONSTRUCTION.
POOL LAYOUT AND DIMENSIONS TO BE
VERIFIED W/ OWNER PRIOR TO
CONSTRUCTION
NOTE:
APPLY BASECIZETE WATER PROOFING ON
ENTIRE POOL/SPA WET SURFACE PER
MANUFACTURES SPECIFICATIONS PRIOR TO
INSTALLATION OF ALL FINISHES
RESIDENC
FINISH FLOOR
ELEVATION = 21.5' NAVD
STEPS
240 SQ. IN. MIN.
i TOP TREAD
(2) LED
POOL/SPA PLUMBING FLAN
SCALE: 1/4"=V-0"
POOL/SPA EQUIP.
IN BASEMENT
(GROUND LEVEL)
SEE SITE PLAN:
BY OTHERS
1 (4) INLETS
AQUASTAR 32CDFL - 32" 1
CHANNEL DRAIN (316 GPM @ 3.9 1
FT/SEC THRU GRATE - SINGLE 1
UNBLOCKABLE COMPLIANT W/
ASME/ANSI A 112.19.8 - 2017 \
OR EQUAL
xl
wl
Q1
n T n T I 12" LIGHTS
W/ NICHE e 1
1 2.5" 1
1 8" STUB -OUT FOR SCH
POOL CLEANER 40
of I
" I 21.0' NAVD 1
12„ 12" 12"
�I
-- ---- __ [ —
L 3" SCH 40 2.5" SCH 40 �2.5" SCH 40
_~ -.2"SCH 40
I 1
1 1.5" SCH 40
I L MANIFOLD J
3" SCH 40 —T J
3" SCH 40
DECK -BY L J
OTHERS
PERIMETER BONDING— —
WIRE @ 18"MIN. - 24" MAX.
FROM W.L. (SEE DETAIL)
NOTE:
EXIST. PROVIDE WINDOW AND DOOR
ALARMS ON ALL OPENINGS
THAT LEAD ONTO POOL AREA
PER CODE
2.5" 1
SCH d
40 x
M
10
zyu Utp
$Eras
`ccww.A_
1
I1
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1
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1
n
l'a.AISED SPA
ABOVE DECK
18" BENCH - 20" BELOW W.L.
(6) THERAPY JETS
(1) AQUASTAR 32CDFL - 32" CHANNEL
DRAIN (316 GPM @ 39 FT/SEC THRU
GRATE - SINGLE UNBLOCKABLE
OR EQUAL
(I) LED S?X LIGHT - NICHELESS
360 DEGREE SPILLWAY
REMOTE. SPA CONTROL
NOTE:
THESE PLANS ARE FOR POOL AND SPA
STWJCTURES, PLUMBING &
EQUIPMENT/ELECTRICAL ONLY. ALL
OTHER FEATURES DESIGNED BY
OTHERS.
22 -Dots
V%('E 0 f I
sock
DRAWN BY:
WJC
CHECKED BY:
SMS
DATE:
6-18-21
SCALE:
AS NOTED
JOB NUMBER:
21 - 295
SHEET
1 OF 3]
STAIRS & i
RAILING -
BY OTHERS
8„
#4 DIA.
REBAR @ 12"
O.C.E.W. IN
SPA WALL
#4 DIA. REBAR
@ 6" O.C.E.W.
TOP MAT r
12"
41
20"
16"
RAILING -
BY OTHER
` , -
94 DIA. REBAR
@ 12" O.C.E.W.
12" v
BOTTOM MAT
fE�
8"
F— 8" r— 8"
COPING - TYP.
121,
DECK - BY OTHERS
DECK AND DECK POOL/SPA
BEAM JOINT WATERPROOFING
SPECIFICATIONS AND DETAILS -
BY OTHERS
— 18" DIA. -5000
P.S.I. CONCRETE
EXTENSION TYP.
14" DIA. AUGER CAST PILE - TYP.
15 TON DESIGN CAPACITY
30 TON ULTIMATE CAPACITY
SPA SECTION
SCALE: 3/8" = l'-0"
CONTROL
LINES - FIELD
VERIFY
RAILING -
8" BY OTHERS
COPING - TYP.
DECK - BY OTHERS \
DECK AND DECK POOL/SPA
BEAM JOINT WATERPROOFING
SPECIFICATIONS AND DETAILS -
BY OTHERS
PILING NOTES:
-RECESS PILING 3" INTO
BOTTOM OF POOL FLOOR
(TYP.)
-PILE REINFORCING (NOT SHOWN)
IS TO BE SPECIFIED BY
PILING ENGINEER
- PILING STEEL TO BE BENT
INTO POOL FLOOR AND TIED TO
TOP MAT OF STEEL
NOTE:
APPLY BASECRETE WATER PROOFING ON
ENTIRE POOL/SPA WET SURFACE PER
MANUFACTURES SPECIFICATIONS PRIOR TO
INSTALLATION OF ALL FINISHES
NOTE:
DECK AND DECK POOL/SPA BEAM JOINT
WATERPROOFING SPECIFICATIONS AND
DETAILS - BY OTHERS
18" DIA. PILE /
EXTENSION -
SEE DETAIL /
- 5"
3'
#4 DIA. REBAR @
12" O.C.E.W.
BOTTOM MAT
14" DIA. AUGER CAST PILE - TYP.
15 TON DESIGN CAPACITY
30 TON ULTIMATE CAPACITY
23'
#4 DIA. REBAR
@ 6" O.C.E.W.
TOP MAT I V.41'
SLOPE 1'
I
WATERLINE
I,
24" MIN. BEND INTO
BOTTOM MAT - TYP.
18„
18" DIA. - 5000
P.S.I. CONCRETE
r l' EXTENSION
l
3'-0"
#3 DIA. HOOPS 2„ j1 II MAX.
@ 16" O.C. 11-
2„
2„ I 2' ro IN.
I I
EXISTING EXISTING PILE STEEL
PILING TIED INTO BOTTOM
1411 MAT OF POOL FLOOR
STEEL
PILE EXTENSION DETAIL
SCALE: 3/8" =1' 0"
12"112"1129f18f1
5"
r
lo"
1011 r
lo"
L 12„ v
REBAR
12" O.C.E.W.
BOTTOM MAT
STEP SECTION
SCALE: 3/8" = 1'-0"
TERLINE
18" DIA. PILE
EXTENSION -
SEE DETAIL
POOL SECTION
TYPE "O" POOL
SCALE: 3/8" = 1'-0"
COPING - TYP.
i DECK - BY OTHERS
DECK AND DECK POOL/SPA
ABEAM JOINT WATERPROOFING
SPECIFICATIONS AND DETAILS -
BY OTHERS
#4 DIA. REBAR @
12" O.C.E.W.
BOTTOM MAT
18" DIA. PILE
EXTENSION -
SEE DETAIL
14" DIA. AUGER CAST PILE - TYP.
15 TON DESIGN CAPACITY
30 TON ULTIMATE CAPACITY
5'
.COPING - TYP.
r
STUCCO
FINISH -
I—OTHI
4'-11"
i
�— #4 DIA. REBAR
@ 12" O.C.E.W.
.�
12" \ ` WALL - BY
OTHERS
18" DIA. PILE
EXTENSION -
SEE DETAIL
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DRAWN BY:
WJC
CHECKED BY:
SMS
DATE:
6-18-21
SCALE:
AS NOTED
JOB NUMBER:
21 - 295
SHEET
2OF3
DECK - BY OTHERS
STONE COPING 8"
OR EQUAL SLOPE DECK
Ye" PER FOOT
^E✓_
qa v
aW+ 2-#4 DIA,
a CONT.
MARCITE
OR EQUAL
REINFOI
(SEE SHE
12"
7
RADHUS
VARIES
TYPICAL WALL SECTION
WATERLINE p
I
�o
VACUUM FITTING W/
SELF -CLOSING SAFETY COVER
(HAYWARD MODEL #400
OR EQUAL)
W.L.
M8 SOLID BARE COPPER BOND
WIRE W/ APPE, CLAMPS
(ONE ON EACH SIDE OF
POOL-4TOTAL)
(ENTIRE PERIMETER) 1, 14"
o�
�w a
PIPE REDUCED TO 1"
aAND
RUN DECK
XO
e3
/
6" THICK CONCRETE SLAB (BY OTHERS) 2" SCH 40 PVC
W/ (1) a8 BARE SOLID COPPER WIRE LED LIGHT SLEEVE
BONDED TO POOL STEEL AS SHOWN
QG STEEL SP 10-22 WALL
2 OF 3) EOUIPOTENTIAL BONDING DETAIL FITTING - OR EQUAL
PER FLORIDA BUILDING CODE ADAPTATION OF INSTALLED INSIDE PIPE
N.E.C. 2017 SEC. 680.26
LED LIGHT DETAIL
VACUUM LINE DETAIL
(WHEN APPLICABLE)
rw1
POOL SYSTEM FLOW RATE: 150 GPM
(MAXIMUM FLOW FROM PUMP CURVE)
REC. PUMP = 2.7 HP JANDY VS -Plus HP VSPHP270
VARIABLE SPEED - LOW SPEED = 36 GPM MAX.
HIGH SPEED = 150 GPM @ 50 TDH
3" SUCTION PIPE @ 150 GPM = 6.63 FT./SEC.
(8 FT./SEC. MAX. - SUCTION LINES)
2.5" BRANCH PIPE @ 75 GPM = 5.13 FT./SEC.
(6 FT./SEC. MAX. - SUCTION LINES)
3" PRESSURE PIPE @ 150 GPM = 6.63 FT./SEC..
(10 FT./SEC. MAX. - PRESSURE LINES)
CARTRIDGE FILTER = 150 GPM @ 1 GPM/ SQ. FT. EQUIPMENT LAYOUT
=150 SQ. FT. MIN. FILTER AREA :fr"E.`N'I^5:
LEGEND
ro �:1
HEATER (GAS) - IGNAITION SWITCH
3 - #12 THHN CU WITHIN 1/2" CONDUIT
(CONNECT TOP 20 AMP - 1 POLE BREAKER)
CONTROL
2 POLE BRE
TIME CLOC
AND HEAT
(3) - 46 & (1) #10
THEN CU IN 1"
CONDUIT
/POOL PANEL W/ 60 AMP - MANUAL MOTOR STARTER SWITCH
AKER W/ INTEGRAL
K FOR PUMPS, MOTOR
ER
GROUND
RPVC S.P.S.T. TOGGLE
SWITCH
(2) LED POOL LIGHTS
GFI NOT REQUIRED)
(1) LED SPA LIGHT
( GFI NOT REQUIRED)
1. ALL ELECTRICAL TO COMPLY WITH NEC 2017, SECTION 680.
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION.
2. 3-#12 THHN CU WITHIN 1/2" MIN. CONDUIT FOR POOL LIGHT(S).
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/ #8 SOLID, BARE COPPER.
4. PROVIDE W.P.G.F.I. OUTLET 10' MIN. - 20' MAX. FROM WATER'S EDGE.
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.5.
6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL - BY OTHERS.
7. ALL PVC CONDUITS EXPOSED TO SUNLIGHT TO BE PAINTED WITH APPROVED COATING.
2.7 HP PUMP MOTOR w/ BUILT-IN
OVERLOAD SWITCH W/ 3 - #10 THHN
CU WITHIN 1/2" MIN. CONDUIT
(CONNECT TOP 20 AMP - 2 POLE GFCI
BREAKER)
12 VOLT TRANSFORMER
JUNCTION BOX
ELECTRICAL DIAGRAM
AQUASTAR 32CDFL - 32"
CHANNEL DRAIN (316 GPM,
@ 3.9 FT/SEC THRU GRATE -
SINGLE UNBLOCKABLE OR
EQUAL
FINISH PLASTER
HYDROSTATIC RELIEF VALVE &
PERFORATED PVC COLLECTION
TUBE, WHERE REQUIRED
N.T.S.
32"
3 1/4"
NOTE: 25.9 SQUARE INCH OPEN AREA,
316 GPM = 3.9 FEET PER SECOND
HYDROSTATIC RELIEF VALVE
PORT OR CAP OFF
FLOOR
MAIN DRAIN SUCTION LINE
TIED TOGETHER AS SHOWN
ABOVE - PIPE SIZE PER
PLAN
MIN. % YARD GRAVEL SUMP
WRAPPED W/ DRAIN FEILD
CLOTH (RECOMMENDED)
Channel Main Drain Detail
SCALE: 3/8" = V-0"
f
i
PUMP FRAME OR FILTER
TANK MOUNT OR HEATER
ANCHOR POOL PUMP AND
� FILTER PER MFGR'S. N.O.A.
4" THICK REINFORCED CONCRETE SLAB
��-- 2" MIN.
1.
3"
SPA MAIN DRAIN LINE
2.
2"
VACUUM LINE
3.
3"
POOL MAIN DRAIN LINE
4.
2"
SKIMMER LINE
5.
3"
RETURN TO SPA THERAPY JETS
6.
3"
POOL RETURN LINE
A. 2.7 HP REC./THERAPY PUMP
W/ APPR. HAIR & LINT STRAINER
B. CARTRIDGE FILTER W/ PRESSURE
GAUGE AND AIR RELIEF VALVE
C. 1.5" TO WASTE OR DISCHARGE
TO GROUND
D. 400,000 BTU GAS HEATER W/
INTERNAL BY-PASS
E. VALVES (TYPICAL)
F. SALT GENERATOR
G. INSTALL PERMA-CAST PB-2011 WATER BOND
OR APPROVED EQUAL TIED TO
PUMP GROUND W/ #8 SOLID COPPER
& APPROVED LUG (MIN. 9 SQ. IN
SURFACE AREA EXPOSED TO WATER)
PER MFGRIS SPECS (FIELD VERIFY LOCATION)
FILTER HEATER
POOL PUMP, FILTER
AND HEATER ANCHOR
POINTS MAY VARY
POOL EQUIPMENT ANCHORING DETAIL
SEE MFGR, SPECIFICATIONS FOR ADDITIONAL ANCHORING
INFORMATION - EQUIPMENT SHAPES MAY VARY
POOL/SPA SPECIFICATIONS
POOL SIZE: 13'-0" X 28'-0" DEPTH: 3'-0" TO 4'-11"
SPA SIZE: 5'-0" X 5'-0" DEPTH: 3'-0"
VOLUME: 11,200 GALLONS
POOL ELEVATION: TOP OF COPING = 21.0' NAVD
TURN OVER RATE: 5.1 HR. na, 36 GPM MAX. - LOW SPEED
(TURN OVER RATE: 1.2 HR. (a, 150 GPM - HIGH SPEED)
DESIGN FLOW RATE = 11,200 GAL./6 HRS./60 MIN. = 32 G.P.M.
TILE: STANDARD THERAPY JETS: (4) IN SPA
POOL/SPA FINISH: MARCITE OR EQUAL
PIPING: SCH. 40 INLETS: POOL (4) SPA (THRU JETS)
DECK: BY OTHERS ELECTRIC: BY OTHERS
POOL LIGHT: (2) JANDY LED - NICHELESS
SPA LIGHT: (1) JANDY LED - NICHELESS
LADDER: NO HANDRAIL: NO
REC./THERAPY PUMP: 2.7 HP JANDY VS -Plus HP VSPUP270
A.P.S.P. PUMP CERT.: CURVE A - 69.2 GPM (a� 3450 RPM
FILTER: JANDY CS200 CARTRIDGE - 200 SQ. FT. FILTER AREA
HEATER: (1) JANDY fE 3� I
APPROVED POOL COVER OR LIQUID COVER
VACUUM LINE: YES
POOL AREA: 362 S.F. PERIMETER 93 L.F.
SPA AREA: 30 S.F. PERIMETER 22 L.F.
AUTO -FILL: YES OVERFLOW: YES
CHLORINE GENERATOR: JANDY AQUAPURE
PiIOL/SPA CONTROL SYSTEM: JANDY I AQUALINK
GENERAL NOTES:
1. ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE
GROUNDED PER CODE.
2. POOL TO BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM
COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS.
3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS
OF NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, STEEL SHALL
BE BENT, MIN. 40 DIA. LAP SPLICE AND PLACED IN ACCORDANCE WITH ACT
STANDARDS. PROVIDE 3" MIN. CONCRETE COVER OVER REINFORCING STEEL..
4. GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4 TIMES THE AREA OF
THE SUCTION LINE.
5. STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER.
6. POOL TO BE FENCED PER LOCAL CODES.
7. GATES TO BE SELF -LATCHING, SELF -CLOSING AND LOCKABLE.
8. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY
WITH THE CURRENT REQUIREMENTS OF ANSI/ NSPI 3; ANSI/ NSPI 4; ANSI/ NSPI
5; ANSI/ NSPI 6; AND ANSI/APSP 7 AND ANSI/APSP.ICC-15.
9. SPAS AND HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A COVER
DESIGNED TO MINIMIZE HEAT LOSS. EXCEPTIONS: OUTDOOR POOLS
DERIVING OVER 70 PERCENT OF THE ENERGY FOR HEATING FROM
NON-DEPLETABLE ON -SITE RECOVERED SOURCES COMPUTED OVER AN
OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT.
10. ALL FEATURES OF THE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE WITH
THE FBC SEVENTH EDITION (2020) - RESIDENTIAL -PRIVATE SWIMMING POOL
AND LOCAL AMENDMENTS, IF ANY.
11.. RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC SEVENTH
EDITION (2020) - RESIDENTIAL CHAPTER 45 - PRIVATE SWIMMING POOL.
12. SHOULD ANY MUCK, MARL, OR OTHER ORGANIC SOILS BE DISCOVERED ON
EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, ALL
CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE
CONTACTED TO CONDUCT AN INSPECTION.
13. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS,
POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION.
(CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR)
14. POOL PLANS ARE DESIGNED TO MEET THE FBC SEVENTH EDITION (2020) -
RESIDENTIAL - PRIVATE SWIMMING POOLS.
15. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN
ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND FBC SEVENTH
EDITION (2020) - RESIDENTIAL CHAPTER 45.
16. GROUND WATER MUST BE LOWERED TO BOTTOM OF DEEP END PRIOR TO
EMPTYING POOL TO AVOID UPLIFTING (POPPING) OF POOL.
PLUMBING NOTES:
1. ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF
SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC
SEVENTH EDITION (2020), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING POOLS.
2. POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT
EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES
AND 10 FT/SEC. PRESSURE LINES.
3. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE
FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE
SLABS SHALL BE SET IN A PIT HAVING AT LEAST A DIMENSION OF FIVE
DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES AND FITTED WITH A
SUITABLE COVER. ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE
READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL.
4. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR
VERTICAL CHECK PATTERN.
5. ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY-PASS
OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE MEANS OF
RETAINING WATER IN THE HEATER WHEN THE PUMP IS NOT IN OPERATION.
6. ALT, POOL PIPING SHALL BE 1.5" SCH. 40 PVC EXCEPT AS SHOWN AND SHALL
BEAR THE H.S.P. SEAL OF APPROVAL.
7. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES
WHEN EMPTY, FOR WATER TABLE UP TO 3'-0" BELOW POOL/SPA DECK
ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE
ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF
VALVE.
8. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS
SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL.
9. UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER
SUPPLY WHICH IN THE JUDGEMENT OF THE ADMINISTRATIVE AUTHORITY
MAY BE USED TO FILL THE POOL IF EQUIPPED WITH BACK FLOW PROTECTION.
NO OVER -THE -RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER
A DIVING BOARD, OR PROPERLY GUARDED.
10. ALL POOL/SPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE
COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO
THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC
WATER TEST OF NOT LESS THAN 50 PSI FOR 15 MINUTES.
11. JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FBC,
SEVENTH EDITION (20211), PLTISVI'MG REQUIREMENT'S.
12. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR
UNION CONNECTION ADJACENT TO THE HEATER.
13. PURPLE PRIMER CONFORMING TO ASTM F656 REQUIRED ON ALL PVC PIPING
PER FBC SEVENTH EDITION (2020) PLUMBING 605.21.3.
14. GAS PIPING SHALL COMPLY WITH FBC, SEVENTH EDITION (2020), FUEL GAS.
(SEPARATE PLANS AND PERMIT REQUIRED)
15. SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A
RECOGNIZED TESTING AGENCY.
16. PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY - BY OTHERS.
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ABOVE FLOOD ELEVATION
88'-0" STRUCTURE
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TWO STORY +GARAGE EQUIPMENT CONCRETE
SINGLE FAMILY HOUSE PA,D UNDER POOL
ABOVE FLOOD ELEVATION
CBS STRUCT.
GARAGE (+7.0' NAVD) i H
LOWER LEVEL(+9.0' NAVD) m
MAIN LEVEL (+21.5' NAVD) o
UPPER LEVEL (+35.5' NAVD)
COASTAL CONSTRUC77ON CONTROL LINE
(PB 26 P0" 2F 251>
RECORDED 0911511988
PUBLIC RECORDS OF
FLJ P aN •�PSE�,E \
♦
ST LUCIE COUNTY, FLORIDA 1�)78 COASTAL CONSTRUCTION CONTRNI. LINE
(SEE CCCL DETAIL) (PS 19, PG. 8A-8G)
RECORDED 1211211978
PUBLIC RECORDS OF
ST. LUCIE COUNT)', FLORIDA
(SEE CCCL DETAIL)
MIN- WTSACK i
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XoN
X't S4
MHWL LINE TABLE
LINE
LENGTH
BEARING
L13
23.96'
N30"02'14"W
L14
24.64'
N26'46'08"W
L15
23.53'
N19'12'18'1N
L16
10.96'
N24'01'40"W
EL.=0. 00' (VA bD)
LOCATED 11104120
MEAN HIGH WATER 111VE
EL. =0.51- (NAVD)
LOCATED 11104120
III
® O OVERALL �lTE PLAN
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BY 1 DATE
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Job No.20110080D Z
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l�+ R0011105 ..•
FL-0011105 FIRM-AA003379
ALL IDEAS, DESIGNS. ARNANGEMENIS, & PLANS INDICATED
GR REPRESENTED BYTHIS DRAWING ARE OWNED BY, S
THE PROPERTY OF THIS OFFICE. &WERE CREATED,
EVOLVED, B DEVELOPED FOR USE ON, & IN CONNEOTIaN
VATH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS,
DESIGNS, ARRANPLANSGEMENTS. OR PS GRAM BE USED BY,
OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE WHATSOEVER MHOUT THE 4 RITTEN
PERMISSION OF RANDALL E. STOFFT. ARCHITECTS, PA.
WRITTEN DIMENSIONS ON THESE DRAMSIS SHALL HAVE
PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS
SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS L
CONDITIONS ON THE JOB ,& THIS OFFICE MUST BE NOTIFIED
OF ANY VARIATIONS FROM THE DIMENSIONS AND
D IONS GHD CONDITIONS
BYTHESE ORAVANGS. SHOP DETAILS
OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE
FOR APPROVAL BEFORE PROCEEDING MATH FABRICATION
ON ITEMS SO NOTED. 0201 S. ALL RIGHTS RESERVED
RANDALL STOFFT ARCHITECTS PA.
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