HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT#>3 C6�S
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5662
(772) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
8208 s ocean drive jesen beach
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
changed the spa from a champagne spa to a regular raised spa, changed from a gas heater to a heat pump
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: cpc 1457120
BUSINESS NAME: CRYSTAL POOLS
QUALIFIERS NAME: BARRY MILLS
ADDRESS: 4680 US1
CITY: VERO BEACH STATE: FL
PHONE (DAYTIME): 567-3067
OWNER/BUILDER INFORMATION:
NAME: LABARBIERA
ADDRESS:8208 S OCEAN DR
CITY: Jensen beach
PHONE (DAYTIME:
STATE: tt
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130/17
N1Alb:
ST. LUCIE CO CERT. #:
FAX:
CMNNII
FAX:
IF419
ZIP: 34957
ZIP:
DocuSign Envelope to: FB3B7E91-0254-4FC3-AB4A-19957AAEOE95
ti ,.�. " F,', C m J _ ¢ 1. VE Q:. 'I, n1 .G,H . ! .��i°3�t R.,'f` • ^�
15 April 2022
Phoenix Custom Homes
1760 Jog Road, Suite 120
West Palm Beach, FL 33411
Subject: Addendum to Report of Geotechnical Services - Proposed Pool
8208 South Ocean Drive, Diamond Sands Lot 31 Jensen Beach, Florida
Ailterre Engineering & Testing respectfully submits this addendum to its report of
geotechnical services for the subject project dated 1 March 2021. This addendum adds
pile recommendations for the swimming -pool. This addendum is Aliterra's instrument -of -
service provided for sole reliance and use by Phoenix Custom Homes. Third parties may
read this report for information purposes.
A digital copy of a memorandum dated March 22, 2022, and entitled Design Wave
Condition, 8208 S. Ocean Drive, Jensen Beach, St. Lucie County, Florida by isiminger &
Stubbs Engineering was provided for Ailterra's refence in performing its services. The
memorandum presented information on design eroded -grade elevation, breaking wave
crest elevation, still water elevation, wave and debris impact forces on square and round
piles, and hydrodynamic wave forces
Aiiterra applied the memorandum's information and conceptual subsurface profile from
the 1 March 2021 geotechnicai services report to its design model. Aliterra estimated the
following capacities for 14-inch and 16-inch auger -cast piles installed to approximately
26 feet below surface grade (approximately 18 feet below scour grade). Existing ground
surface elevation is +7.5 NAVD, with the head of the pile at elevation +16 and the toe at
elevation -19,
14
t-ULTIMATE= ultimate compressive load capacity.
Cauownai.E = allowable compressive load capacity.
CUtT1CuLow = CULnMATE / C'AILOWPaLE
Uplift Resistance = (weight of pile + skin friction)/1.5.
Kips = 1000 pounds.
2.1
110
Considering the breaking wave crest elevation of +15.5 feet NAVD and FF elevation
from site plans, Aliterre assumed a low structural floor beam at +16 feet NAVD
(approximately 17 feet above eroded grade). The usage of piles on a 15` batter will
reduce lateral deflections. Model lateral displacements for fixed -toe fixed -head piles
installed to approximately 26 feet below surface grade (appro)imately 18 feet below
scour grade) are summarized in following table:
Addendum to Geotachnical Services
15 April 2022 1 8208 South Ocean Drive, Jensen Beach, FL
21-179
DocuSign Envelope IDS FB3B7E91-0254-4FG3-AB4A-19957AAEOE95
For auger -cast piles, Allterra recommends:
Pile Materials. Piles shall be formed with minimum 4000 PSI grout placed under
pressure as the auger is progressively withdrawn from the borehole. Piles (14-inch
diameter) shall be reinforced with five full -depth number-5 steel bars and number-3 ties
spaced not more than 16 inches on -center. Piles (16-inch diameter) shall be reinforced
with seven full -depth number-5 steel bars and number-3 ties spaced not more than 16
inches on -center. The structural engineer shall determine the number and distribution of
piles considering structural loads and geometry.
Pile Layout. The number and distribution of piles shall be determined by the structural
engineer considering project loads and geometry. Piles shall be spaced at -least 3
diameters center -to -center to avoid group effect on stress distribution in the bearing
stratum.
Pile -Installation Monitoring. Engage Allterre to monitor installation of piles. For
auger -cast piles, monitoring shall include:
1. Check pile layout for conformance to design foundation plan.
2. Observe field trial and calculate gout -pump factor.
3. Observe drilling of pile to verify target depths are achieved.
4. Observe grouting of pile bore to verify acceptable grout return.
5. Sample grout for compressive -strength testing.
6. Observe installation of reinforcing steel to verify full -depth penetration.
7. Test grout specimens to verify design compressive strength is achieved.
8. Calculate grout factors and summarize installation data for each pile.
9. Prepare report of work acceptance signed and sealed by Professional Engineer.
Please call the undersigned if one has questions about this report or needs other
services.
Yours truly,
ANEW jy''•,,
Ailterra Engineering
4.lt 1cENSF""�Tj
FBPE Registry No. 9139:
/D..8819..d•,by:
I''
No, 81271
—EM2552F31748A._
Matthew Watts, PE
k1
Q STATE OF ( -�.
Senior Engineer
FL
�` F
>'OR1DP..'
'
Lic. No. 81271
SS C> ;
11y/y IONA>_'E �
C: Rob Agsten, PE
Addendum to Geotechnicel Services 2
15 April 2022
This item has been digitally signed and sealed by
Matthew Watts, PE on the date adjacent to the
seat.
Printed copies of this document are not
considered signed and sealed and the signature
must be verified on electronic copies.
8206 South Ocean Dnve, Jensen Beach, FL
21- 179
r • II31"MIMOILMNIM I I,
DETAILS - BY OTHERS
Iffieffm
EXISTING 48" MIN. HIGH FENCE W/ SELF
LATCHING GATE THAT SWINGS OUT
AWAY FROM POOL AREA VERIFY EXIST.
FENCE IN COMPLIANCE W/ CHILD SAFETY
BARRIER REQUIREMENTS PER FBC
SEVENTH EDITION (2020)
POOL/SPA HEATER
UNDER STAIRS
SEE SITE PLAN:
BY OTHERS w
REINFORCED OR
PRODUCT APPROVED
CONCRETE. SLAB(S)
(FIELD VERIFY SIZE &
LOCATION) I
AUTO -FILL DEVICE
3/4 FRESH WATER R SUPPLY LINE
FROM EX. HOSE BIBS BY OTHERS
FIELD VERIFY I B. LOC.
& 2" OVERFLOW LINE TO ON SITE
DRAINAGE SYSTEM - BY OTHERS
1`1 1mm7p
1i".►ty�nl
21
Ni 1
r 1 11 "T.X1161111 .
'.:...'' Oita Ava p Iola11111TWIVIII relolvawI IN1101411
LWIT111111 # t
VERIFIED W/ OWNER PRIOR TO
CONSTRUCTION
POOL/SPA EQUIP.
IN BASEMENT
(GROUND LEVEL)
SEE SITE PLAN:
BY OTHERS
I
-
7TTTT�' I
i
Ilv
a
M SKIMMER
STEPS -
240 SQ. IN. NILN.
TOPTREAD
12°
(2)LED
12d
LIGH'S'S
18"
W/ NICHE
STUB -OUT FOR
POOL CLEANER
I 112"1 12" 12" 2LW
I� I
L — — — — —
� " SC! 2.5" SCH 40 — — —
3H 41
PERIMETER BONDING /
WIRE @ 18"MLV. - 24" MAX.
07 FROM W.L. (SEE DETAIL)
DECK -BY
()TIERS �..
FINISH FLOOR
ELEVATION = 21.5' NAYD
AQUASTAR 32CDFL - 32"
CHANNEL DRAIN (316 GPM @3.9
FT/SEC THRU GRATE - SINGLE
UNBLOCKABLE COMPLIANT W/
ASME/ANSI All 2.19A - 2017
OR EQUAL:
if SCH
40 I
— —. 2.5" SC2H 40 40� I L
�3" SCIL 40
J
1.5" SCH 40
MANIFOLD r
(4) INLETS
PROVIDE WINDOW AND DOOR
ALARMS ON ALL OPENINGS
THAT LEAD ONTO POOL AREA
PER CODE
6
12" RAISED SPA. �
a1 18" RENCH • 18" & 24" BELOW W.L.
ti (6) THERAPY JETS
(1) AQUASTAR 32CDFL - 32" CHANNEL
®R DRAIN (316 GPM @ 3.9 FT/SEC THRU
GRATE- SINGLE. UNBLOCKABLE !
OR EQUAL.
R (1) LED SPA LIST - NICHELESS
24" SPILLWAY
REMOTE SPA CONTROL
R
9
POOL/SPA PLUMBING .
SCALE: 1/4 1r_®er
NOTE:
THESE PLANS ARE FOR POOL AND SPA
STRUCTURES, PLUMBING
EQUIPMENT/ELECTRICAL ONLY. ALL
OTHER FEATURES DESIGNED BY
OTHERS.
i
0
STAIRS & /
RAILING —
BY OTHERS
EXIST.
PORCH
8tt
RAILING —
BY OTHERS
81f
I",
be fl➢ F
14" DIA. AUGER CAST PILL, PILE TO BE PLACED ON 15
8" THICK DEGREE ANGLE OUTWARD
(9 REQUIRED) : POOL FROM BOTTOM OF POOL
15 TON DESIGN CAPACITY WALLS
30 TON DESIGN CAPACITY SHELL —TYP. 5 PLACES41
SHOWN
— — — — — — — — —__..--.-._.— -------------- ----.—
i
i12"THICK-----�--
POOL I
I �,! FLOOR I I I
8° 2°-8°
P
t o I I I
13' "' 1 99 1 8„ 8„ d`"I
2„
I I 8°-4
lz" „
I
THICK "t I I I
I SPA WALLS I I I
I I
4° I - ---- — — -- —--
2" p 12" 8"
12" THICK
L — ---- -- ---- SPAF'LOOR
21.0' NA 51-2,°
61-2" _ 24"
51-2"
61 15, J--- 1.2t-811
RUN
IT®
RESIDENCE
FINISH FLOOR
ELEVATION = 21.5' NAVD
1.1'-10"
. - is LA"VOUT & PILING PLAN.
COPING - TYP.
TILE OR STUCCO FINISH - P
/
#4 DIA.
REBAR Ca,
5„
DECK - BY OTHERS
1II„
O.C.E.W. IN
SPA WALL
W.L.
�
12„
W.L. 12"
�
18"
6"
#4 DIA. REBAR
11211
DECK AND DECK POOL/SPA
@ 6" O.C.E.W.
BEAM JOINT WATERPROOFING
TOP MAT
SPECIFICATIONS AND DETAILS -
BY OTHERS
1299
18" DIA. - 5000
P.S.I. CONCRETE
12't - ,
,�
EXTENSION TYP.
2"
14" DIA. AUGER CAST PILE - TYP.
15 TON DESIGN CAPACITY
30 TON ULTIMATE CAPACITY
#4 DIA. REBAR
O.C.E.W.MA
SECTION
BSPA.
BOTT TOM MAT
SCALE: 3/8" = F-0"
I 1
181,(
°-41i
CONTROL,
LINES - FIELD
VERIFY
911
PW IN
AND POOL ELEVATION PRIOR TO
POOL LAYOUT1 DIMENSIONS
CONTROL
—"" LINES —FIELD
VERIFY
RAILING -
8„ BY OTHERS
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
14"
PROVIDE 3" MIN.
CONCRETE COVER
ON REBAR
14" DIA. AUGER CAST PILE - 5000 PSI
CONCRETE - TYP. W/ A CAGE OF (5)
#7 DIA. REAR VERTICAL FULL
DEPTH OF PILE W/ #3 DIA. REBAR
TIES @ 12" O.C. ESTIMATED
LENGTH IS +/- 30 FEET - BOTTOM
OF PILE TO BE AT -20.0' NAVD.
PILE CAPACITY SIIALL BE 30 TONS
(60 KIPS) SEE SOIL REPORT BY
ALLTERRA ENGINEERING
A
WATERLINE
�r
24" MIN. BEND INTO
�
TOP MAT - TYP.
BEND
18"STANDARD
18" DIA. - 5000
P.S.I. CONCRETE
�
EXTENSION
fl II
"
�,]t®dltt
JJM flED/X.
#3 DIA. HOOPS
II
L 12" O.C.
2„
36" LAP SPLICE - TYP. Zn
I I
t
MIN.
PILING
PILE STEEL 'PIED INTO
BOTTOM MAT OF POOL
I
Alf
FLOOR STEEL
�
PILE EXTENSION
DETA114
SCALE: 3/8" = V - 0" - -
#3 DIA. REBAR
TIES (a,12" O.C.
- (5) #7 DIA. CONT.
VERTICAL REBAR
— 18" DIA. - 5000 P.S.I.
CONCRETE EXTENSION -
SEE PILE EXTENSION
DETAIL
L_._j ELEV. -20.0' NAVD
14" DIA. AUGERCAST CONCRETE PILE DETAIL
SCALE: 3/8" = V-a'°
COPING - TYP.
DECK - BY OTHERS \
DECK AND DECK POOL/SPA
BEAM JOINT WATERPROOFING
SPECIFICATIONS AND DETAILS -
BY OTHERS
"
it 1
18" DIA. PILE
PILING NOTES.- EXTENSION -
SEE DETAIL
_ 5"
KN
-RECESS PILING 3" INTO #4 DIA. REBAR @
BOTTOM OF POOL FLOOR 12" O.C.E.W.
(TYP.) BOTTOM MAT
-PILE REINFORCING (NOT SHOWN)
IS TO BE SPECIFIED BY
PILING ENGINEER
- PILING STEEL TO BE BENT
INTO POOL FLOOR AND TIED TO 14" DIA. AUGER CAST PILE - TYP.
TOP TIMAT OF STEEL 15 TON DESIGN CAPACITY
30 TON ULTIMATE CAPACITY
23'
12"112"112" E 81t
COPING - TYP.
lilt —"1
54t
r
lot,
1 Olt
loot
129 \
)#4 DIA. REBAR @
12" O.C.E.W.
BOTTOM MAT
STEP SECTIONI
SCALE: 3/8" = P-0"
mi
WATERLINE
#4 DIA. REBAR
(q; 6t' O.C.E.W.
TOP MAT 10.41'
SLOPE It
1.8" DIA. PILE
18" DIA. PILE EXTENSION -
EXTENSION - SEE DETAIL
SEE DETAIL
TYPE "0" POOL
SCALE: 3/8" = 1'-0"
— DECK -BY OTHERS
DECK AND DECK POOL/SPA
BEAM 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
91
COPING - TYP
I
1, STUCCO
FINISH AY�OTHERS
h
#4 DIA. REBAR
� 12" O.C.E.W.
WALL - BY
OTHERS
1p
i I DECK - BY OTHERS
STONE COPINC 8" ..... -V--V-.
OR EQUAL SLOPE DECK @
UAL --� I i Y," PER. FOOT
5" .%ocf -
2 - #4 DIA.
COST.
MARCITE
OR EQUAL
EINFOI1
(SEE SHE
12"
RADRUS
VARIES
TYPICAL WALL SECTION
WATER LINE
Asa
VACUUM FITTING W/
SELF -CLOSING SAFETY COVER
(HAYWARD MODEL #400
OR EQUAL)
VACUUM LINE DETAIL
OVREN APPLICABLE)
W.L.
#8 SOLID BARE COPPER BOND
WIRE W1 APPIL CLAMPS
(ONE ON EACH SIDE OF
POOL-4TOTAL)
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 g 150 GPM = 6.63 FT./SEC.
(8 FT./SEC. MAX. - SUCTION LINES)
2.5" BRANCH PIPE g 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 @ I GPM] SQ. FT.
= 150 SQ. FT. MIN. FILTER AREA
18"IN.24 X. A
(ENTIREPE
RTWEER) tj
6" THICK CONCRETE SLAB (BY OTHERS)
W/ (1) #8 BARE SOLID COPPER WIRE
BONDED TO POOL STEEL AS SHOWN
KOUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTATION Ok
N.F.C.2017SEC. 680.26
14tv
o
CONTROUPOOL PANEL W/ 60 AMP,
2 POLL BREAKER AVI INTEGRAL
PIPE REDUCED TO V
TIME CLOCK FOR PUMPS, MOTOR
AND RUN TO DECK
AND HEATER
(2) - #6 LINE, (1) #6 NEU. & (1)
#]BEQUIPMENT GROUNDING
CONDUCTOR THICIN, CU IN I"
RPVCCONDUIT(MAX.210FT) S,P.S,T . TIOGGLE
2' SCH 40 PVC CORD
swi LCH
LED LIGHT
SLEEVE
(2) LED POOL LIGIITS,��
SP 10-22 WALL
FITTING-OREQUAL
(GET NOTREQLIRFD
� INSTALLED INSIDE PIPE
(1) LED SPA LIGHT
AV
( GET NOT REQUIRED)
EQUIPMENT LAYOUT
SCALE: N.T.S.
11"Mfiff
LEGEND
1.
3"
SPA MAIN DRAIN LINE
2.
2"
VACUUM LINE
3.
3"
POOL MAIN DRAIN LINE
G) 4.
2"
SKIMMER LINE
5.
3"
RETURN TO SPA THERAPY JETS
6.
3"
POOL RETURN LINE
HEATPUMP/CHILLER W/ (2) #6 CU, (1) #10 NEUT.
& (1) #10 CU GROUND IN 3/4" CONDUIT
(CONNECT TO 50 AMP-2 POLE BREAKER)
MANUAL MOTOR STARTER SWITCH
2.7 HE PUMP MOTOR w/ BUILT-IN
OVERLOAD SWITCH NV/ 3 - #I 0THHN
CU Vi'ITHIN 1/2" MIN. CONDIJIT
(CONNECT TOP 20 AMP - 2 POLE GFCI
BREAKER)
Z-�-12 VOLT TRANSFORMER
JUNCTION BOX
1. ALL ELECTRICAL TO COMPLY WITH NEC 2017, SECTION 680,
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION.
2. 3412TIHIN CU WITHIN 1/2" MIN. CONDUIT FOR POOL LIGHT(S).
3. GROUND ALI, 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.
ELECTRICAL DIAGRAM
NA%S.
AQUASTAR 32CDFL - 32"
CHANNEL DRAIN(316 GPM
@� 3.9 FT/SEC THRU GRATE -
SINGLE UNBLOCKABLE OR
EQUAL �73
FINISH PLASTER _
T:
HYDROSTATIC RELIEF VALVE &
PERFORATED PVC COLLECTION
TUBE, WHERE REQUIRED
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. 132,000 BTU HEAT PUMP/CHILLER W/
INTERNAL BY-PASS
E. VALVES (TYPICAL)
F. SALT GENERATOR
G. INSTALL PERMA-CAST PB-2011 WATER BONDI
OR APPROVED EQUAL TIED TO
PUMP GROUND W/ #8 SOLID COPPER
& APPROVED LUG (MIN. 9 SQ. IN
SURFACE AREA EXPOSED TO WATER)
PER MFGRvS SPECS (FIELD VERIFY LOCATION)
33/321,
HYDROSTATIC RELIEF VALVE
PORT OR CAP OFF
MAIN DRAIN SUCTION LINE
TIED TOGETHER AS SHOWN
ABOVE - PIPE SIZE PER
PLAN
MIN. Y2 YARD GRAVEL SUMP
NOTE: 25.9 SQUARE INCH OPEN AREA, WRAPPED W/ DRAIN FEILD
316 GPM = 3.9 FEET PER SICCOND CLOTH (RECOMMENDED)
Channel Main Drain Detail
SCALE: 318" = V-0"
PUMP FRAME OR FILTER
TANK MOUNT OR HEATER
ANCHOR POOL PUMP AND
FILTER PER MFGR'S N.O.A.
7 " 4" THICK REINFORCED CONCRETE SLAB
2" MIN.
F.G. DYTISD
11111111
POOL PIMP, FILTER '-
AND HEATER ANCHOR
POINTSMAY VARY
HEATER
tP09901, E QU[I'MIENTANCHORING DETAIL _
SEE MIGIL SPECIFICATIONS FOR ADDITIONALANCHORING
INFORMATION - EQUIPMENT SHAPES MAY VARY
POOL SIZE: 13'-0" X 28'-0" DEPTH: Y-0" TO 4'-11"
SPA SIZE: 6'-2" X 8' 4" DEPTH: Y-0"
COMBINED VOLUME: jl_.,200 GALLONS
POOL ELEVATION: TOP OF COPING = 21.0'NTAVD
TURN OVER RATE: 5.1 HR. M MAX� LOW SPEED
m �36 GP���
(TURN OVER RATE: 1.2 HR.,-& 150 GPM - HIGH SPEED)
DESIGN FLOW RATE = 11 ' 200 GALJ6 HRS./60 MIN. = 32 G.P.M.
TILE: STANDARD THERAPY JETS: J41IN SPA
POOL/SPA -FINISH. MARCITE OR EQUAL
PIPING: SCH. 40 INLETS: POQj.j4jSPA _(jjjRK JETS)
DECK: BY OTHERS ELECTRIC: BY OTHERS
POOL LICTIT-1-2) JANDY LED - N�1CMT4LESS
*0 wy a rN r. MI fq M
A
A,
will W.42
CIILORINE
JENERATOR: JANDY
POOL/SPA cj)NTROL SYSTEM: JANDY I-
GENERAL NOTES:
1. ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE
GROUNDED PER CODE.
2. POOL TO BE CONSTRUCTEI) OFCONCRFTE/GUNITE WITH A MINIMUM
COMPRESSIVE STRENGTH OF3000 P.S.I. AT 28 DAYS.
3. ALI, REINFORCING STEEL, SHALL BE INTERMEDIATE GRADE DEFORMED BARS
OF NEW BILLET STEEL, CONFORMINGTO AS TM A-615, GRADE 60, STEEL SHALL
STANDARDS. PROVIDE, 3" MIN. CONCRETE' COVER OVEIR REINFORCING STEFL..
4. GRATICINMAIN DRAIN SHALL HAVE A FREE AREA OF 4TIMES THEI ARICA 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, GATSTO 13E SELF -LATCHING, NELF-<A,OSING AND LOCKABLE
8. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BIC INCONFORMITY
WITH THE CURRENT REQUIREMENTS OF ANSI/ NSPI 3; ANSUNSPI 4; ANSI/ NSPI
S;ANSU NSPI 6; AND ANSI/APSP 7 AND ANSIIAPSP.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 PERCENTOF 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, ALI,
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 ANSVAPSP 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 MOTES-
L ALL PIPING, EQUIPMENT AND MATERIALS USED IN' THE PLUJIVIBING SYSTEM Of
SWIMMING POOLSTUATARIC BCILTIN PLACE SHALL CONFORM TOTDR FBC
Sl,',VFN'FH EDITION (2020), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING POOLS.
L POOL PIPING SHALL BE DESIGNED SOTHE 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 ATLEAST A DIMENSION OF FIVE
DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES AND FITTED WITH A
SUITABLE COVER. ALI., VALVES SHALL BE LOCATED WHERETHEY WILL HE
READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL,
4. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL HE 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. ALL POOL PIPING SHALL BE 1.511 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 UPTO Y-O" BELOW POOIJSPA DECK
ELEVATION. HOWEVER, DUE TO SEASONAL, VARIATIONS IN THE WATERTABLE
ELEVATIONS, ALI, POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF
VALVE.
8. WATER SUPPLY AND DISPOSAL SI IALL 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 POCIL/SPA PIPING SHALL HE 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 (2020), PLUMBING REQUIREMENTS.
12. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR
UNION CONNECTION ADJACENT, TOTHE HEATER.
LU PURPLE PRIMER CONFORMING TO ASTM F656 REQUIRED ON ALI, 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
RECOGNIZEDTESTING AGENCY.
16. PROVIDE BACK FLOW PREVENTORON WATER SUPPLV - BY OTHERS.
DRAWN BY:
W11C
CHECKED BY:
Sms
DATE.
SCALE
AS NOTED
JOB NUMBER:
21-295