HomeMy WebLinkAboutbuilding planPlumbing Plan
Legend
Pool
Returns 1.51D
.. - Skimmersg
2"
Vac line O
2"
Spa MD o
2.5"
Jets 2" JO
•--------- Return
1.51
Specifications
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Pool Dimensions: 17' x 34' Area: 578 Sq Ft Perimeter:102' LN
Pool returns: 3 Vac Stub Out: Yes with Approved Vac Lock Pool Capacity: 18,374.62 gallons
Light: (2) 10 watt Savi Melody Skimmer: 2
Interior coating: Game coat. Safety ( Child Barrier)
Decking: New 1179 Sq Ft of Concrete. Footer 8"x8" W#5R
Pump: Pentair Variable Speed @ 30.623 GPM Turnover Rate: 10 HR
Chlorinator: Salt generator Filter: Pentair 200 sq ft cartridge Clean and Clear
Spa 8'x8' FT +12" rise. with 6 hydro jets, 2 returns. 1 HP Blower. 4811 spell way.
#3 Rebar I 1e
12" O.C. w"
Separate Circuit
for motor and light
GFI
Breakerlor
pump WP GFI 10'-2i
from water
Swim In Bench Detail
N.T.S.
WP Manual Starter
swdcft1yp) Time Clock
F
Pump Motor
#6 Solid copper bol
wire w/ Appn.
Clamps(one one as
side of Pop-4 lots
S.P.S.T ♦ Junction Box
Toggle �Er
f Si MldPool
gSwkchLi M
Ground all Metal boxe&(light,motor,ech.(Savi Melody light nitch requires no ground) With
#8 wire (solid)
Light fixtures do not require ground fault Interrupter
Electric Diagram N.T.S.
p
(1) #8 Bare copper wire
bonded to pool steel as
shown
EOUOPOTENTIAL
BONDING DETAIL
Per FL Sulk. Code Adaptation of
N.E.C. 200e sec680.26
Pump & Filter to be screwed down
with 1.5 " long 1/8 or larger approved
concrete anchors.
Filter
2500 PSI concrete en 2 hard coil T Nails 099
O 0,1'h EMS
<" + Existing Wall C
o Bu 216D hats (all Material) TYP 12
(1) # 5 rebar Ale
or (2) #3 > I
Undisturbed soil underneath Existing Slab step
rebar footer 2•x4• 10" 04 Edge
continuous 5' Tile I
Y ` Plywood
Footer Detail N.T.S. 6Mil Polly
Moisture Barrier
Steps N.T.S.
III I
Compacted
fill
Wall Section Cantilever
N.T.S
Pump & Filter Tie Down N.T.S
Outside of f rexise,51ft andfanner- 4"thck /#a
REBAR 0 12" O/C each way
$ FT to 6 FT- 6" Thkk w/#3 Rebere6" 0/C each way
0 FT to 3 PRB" Thick w/#3 Rebar® 6" 0/0 each way
9'
5'
s Angle Of
i Repose N.T.S. J "
'Excavation of angle of repose Is allowed providing
1. Shoring is Installed on excavatetl surfaces sufficient to secure soil from
erosion or settlement.
2.No Undermining occursof undermining occurs consult a design professional.
3.Compadkn test of the backfllled material are provided at C.O. of the pod.
Water line
4 inch
min to
lens
Shoring Detail N.T.S.
1" sch 40
pv
No J-Box
Needed
1.6 sch 40 PVC
14 inch min 1.5" conduit
No Bonding
needed
Light Detail SAVI MELODY
N.T.S.
12 volt
transformer
32"
a All J C Leaf Trip Cover
25"SPx2"SOCx2
2.51
Water
36 "
Spa/ Pool Drain N.T.S.
18° 6.
� 0'
1.5 2"
PVC/
i
Flex
Bench
1
Pipe
I Cross
e�� 7B"
# 3 12" O.O./
section
Bw
1" Mln cement & stee
coverage
/
\
Channel Drain Ant s" Min
6-10"
Entrapment Tnkknesa
Min Thick
Iloor
PVC Piping In
Gunnite
Spa X Section N.T.S.
Water Level
Concrete or Paver deck
2" or 1.5" PVC sch.
�0 Pump Suction Side
Skimmer Detail N.T.S.
From Beam
Total pool Length
Typical section through POOL N.T.S.
NOTES: 4
1) PLANS AND ENGINEERING IN ACCORDANCE WITH THE FLORIDA BUILDING CObk,
RESIDENTIAL 2020, ANWAPSP/1(Y R• ANSI/APCP/frr A• Alvcl/AdSP/ICC 5;
ticj,�
ANSI/APSP/ICC 6; AND ANSI/APSP/ICC 7.
2) ALL CONSTRUCTION AND INSTALLATIONS TO COMPLY WITH THE FLORIDA BUILDING' `
CODE RESIDENTIAL 2020, ANSI/APSP/ICC3: ANSI/APSP/ICC 4; ANSI/APSP/ICC 5: \
ANSI/APSPACC 6: AND ANSI/APSP/ICC 7. `
3) GUNITE / SHORECRETE TO BE 3000 PSI MINIMUM AT 28 DAY. \
4) ALL STEEL SHALL BE GRADE 40 MINIMUM.
5) ALL PIPING SHALL BE SCH 40 OR,SCH 80 PVC, AND INSTALLATIONS SHALL COMPLY WITH
FBC PLUMBING 2020.
6) ALL POOL AND SPA SHALL HAVE CONTINUOUS SOIL BEARING ON CLEAN COMPACTED
SOIL WITH 2O00 PSF MINIMUM.
7) ALL HANDRAILS, LADDERS, LIGHTS SHALL BE BONDED WITH #8 GROUND WIRE PER NEC
680.
8) POOL AND SPA SHALL BE PROVIDED WITH APPROVED CHILD BARRIER OR SCREEN
ENCLOSURE, HOUSE SAFTEY BARRIER OR ALARM SYSTEM ALL IN ACCORDANCE WITH
FRCR 4Sm.17.1.
9) ALL GAS AND FUEL PIPING SHALL BE PER FBC FUEL AND GAS 2020 (SEPARATE
CONTRACTOR).
10) ALL ELECTRICAL INSTALLATIONS SHALL BE IN ACCORDANCE WITH NEC 2017 EDITION:
11) POOL AND SPA EQUIPMENT SHALL BE SECURED TO CONCRETE PAD. 2,1 ✓c>Z is12) AFTER COMPLETION OF POOL CONSTRUCTION, HOMEOWNER SHALL CONSULT O
LISCENSED POOL CONTRACTOR IN ORDER TO DRAIN POOL IF SO DESIRED. REVIEWED FOR
13) HEATING EQIUPMENT SHALL COMPLY WITH FBC R 4501.14 CODE COMPLIANCE
ST. LUCIE COUNTY
Pools By
Vitali,INC
Do not duplicate - This
drawing is the property of
(Family Pools Inc) and may
be purchased separately for PAGE DEPT
$250. No duplication allowed.
Violators may be prosecuted. Scale: 1• = 10'
Mark Squadrito
i1
7466 Legends DR.
Port St Lucie. FL. 34986
Pools By Vitali,INC.
State
Lic.# CPC 1458526
DESIGNER
REV
Vitali Bederak
SHEET
1 OF 1
PAUL WELCH INC.
MECHANICAL * ELECTRICAL * CIVIL ENGINEERING
1984 S.W. BILTMORE ST. SUITE# 114
PORT SAINT LUCIE, FL 34984
PHONE EMAIL
(772) 785 - 9888 PWELCHINC@AOL.COM
PAUL WELCH P.E. FL. REG. No. 29945
SEP 0 4 2021
\\v11111II IIIII,/,//
* No. 29945
0'•. STATE OF
0, .F/OR1QP:�ty,
F
''',,50/ONAii-1�;,,.
, M.
/
AREA CALCULATIONS: /
LOT CONTAINS: 59,168 SF = 100% /
LOWER LEVEL, GARAGE, PATIO, AND ENTRY = 3,770 SF = 6.4%
PAVER DRIVEWAY AND CONCRETE SLAB = 3,165 SF = 5.3% /
POOL AND DECK = 1,735 SF = 2.9%
OPEN SPACE = 50,498 = 85.3% e /
MIN. SETBACK REQ.
FRONT
SIDES ,� S
CNR SIDES
REAR
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LOT 1 • / / 26.3
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8 zp, / / �, ,��`r� EASEMENT WETLAND NO. 61 \
O.R.B. 1431, PAGE 1158 \ \
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NO 26.
pROp 9.25' ,y y / 25.8 01b \ \
OSFpPOOL c % /// yaati ABBREVIATIONS LEGEND `\ LINE CHART
Ll 5 35°26'59" E 10.49' NON RADIAL
>.0 po A/C AIR CONDITIONING EOW EDGE OF WATER MAD METES AND BOUNDS SF SQUARE FEET ° „ ,
/2.83' ry / AC ACRE EP EDGE OF PAVEMENT N6D NAIL AND DISK SHP SHIP SPIKE OR BOLT L2 5 35 26 59 E 21.99 NON RADIAL
AL ALUMINUM ESS ELECTRIC SERVICE BOX N NAIL SLCR ST LUCIE COUNTY RECORDS \
/ ANC ANCHOR ESMT EASEMENT NA NON -APPLICABLE SLP STREET LIGHT SUPPORT POLE \
") pp / / AP ANCHOR POLE EX. EXISTING NAVD NORTH AMERICAN VERTICAL DATUM S.S. SANITARY SEWER CURVE CHART
54.33' pg �OSFp 2%0 APRX APPROXIMATE EXT EXTENDED NGVD NATIONAL GEODETIC VERTICAL DATUM SPC STATE PLANE COORDINATES \
�R ASP ASPHALT FNC FENCE NO NUMBER ST SEPTIC TANK Cl
BE BUFFER EASEMENT FC F" CURB NTS NOT TO SCALE STD STANDARD \
26.8x Eby / BFP BACK FLOW PREVENTOR FOC FIRE DEPARTMENT CONNECTION CIA OVERALL STU STORY \ R= 110.00' (P)
/ BLKG BUILDING
LO K FFE R FLOFINISHED FLOOR ELEVATA EAST ION AD OE OVERHEAD EASEMENT SWL SWALFSET 5V EARYVALVE \ A= 67°33'31"
2!2 / BM BENCHMARK FH FIRE HYDRANT OHE OVERHEAD ELECTRIC TA TOP OF ASPHALT L= 129.70'
6 BOC BACK OF CURB FND FOUND CHU OVERHEAD UTILITY TM TAX MAP
BP BRICK PAVERS FOC FACE OF CURB OR OFFICIAL RECORD TMH TELEPHONE MANHOLE R= 110.00, (M)
h' BOW BACK OF WALK FOW FACE OF WALK O.R.B. OFFICIAL RECORD BOOK TOO TOP OF BANK
BAG BEARING FPL FLORIDA POWER 6 LIGHT P/C PROPERTY CORNER TOE TOE OF SLOPE A= 67° 35' 22"
25.9 / h . BW BARBED WIRE GA GREEN AREA P/L PROPERTY LINE TP TRAVERSE POINT ,
C66 CURB AND GUTTER GMH GAS MANHOLE P PLAT TR TELEPHONE RISER L= 129.76
CdT CULPEPPER6 TERPENING GNO GROUND PAVE PAVEMENT TRANS TRANSFORMER C2
C, C/0 CUT OUT GRD GRINDER PB PLAT BOOK TSB TRAFFIC SIGNAL BOX
LEGAL DESCRIPTION:
LOT 1, POD 22, P.U.D. II AT THE RESERVE, ACCORDING TO THE PLAT THEREOF,
RECORDED IN PLAT BOOK 47, PAGE(S)18, OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
26.2 x
x 7.5
27.2 x
3
H 6903� ,qSr
ThF F � 162 6S,(A�)
NC
�V SAT NFRF
(Oc OT 1 S4�F
FFF �� F�)
.04
ADDRESS: 7466 LEGENDS DRIVE
PORT ST. LUCIE, FL. 34986
NOTES:
SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER
RESTRICTIONS OF RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE.
ELEVATIONS ARE IN FEET AND REFERENCED TO A SURVEY PERFORMED BY VELCON
GROUP, INC. DATED 05/08/2013, JOB# 13-026. THE DATUM OF SAID SURVEY IS THE
NORTH AMERICAN VERTICAL DATUM OF 1988. (NAVD 1988).
BEARINGS SHOWN HEREON ARE BASED UPON AN PLATTED MERIDIAN, ALONG THE
SOUTHERLY PROPERTY LINE OF LOT 1, HAVING AN PLATTED BEARING OF
N 69°37'09" W. ALL OTHER BEARINGS ARE RELATIVE THERETO.
PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON MAP NUMBER 12111CO260J,
DATED 2/16/20. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD
INSURANCE RATE MAPS.
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY
MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT
WRITTEN CONSENT OF THE SIGNING PARTY.
UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL
SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS
SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
LEGAL DESCRIPTION PER SPECIAL WARRANTY DEED RECORDED IN OFFICIAL RECORD
BOOK 2330, PAGE 1752, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY.
THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL.
ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED
STATES STANDARD USING FEET.
ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES,
MINUTES AND SECONDS.
LOT CONTAINS: 59,168 SQUARE FEET.
BOUNDARY AND TOPOGRAPHIC SURVEY FIELD DATE: 11-24-20.
FORMBOARO SURVEY FIELD DATE: 02-15-21.
CERTIFIED TO: MKS CONSTRUCTION, LLC.
C. A (�
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CATV
CB
CBS CHO
Cr
CL
CLF
CM
CMP
CO
COR
COW
CONST
COV
CE
COVP
CPP
CPPIPE
CS
4
O/F
D
DC
D.E.
CALCULATED
CABLE TELEVISION BOX
CATCH BASIN
CHORDETE BLOCK STRUCTURE
CURB INLET
CENTERLINE
CHAIN LINK FENCE
CONCRETE MONUMENT
CORRUGATED METAL PIPE
CLEAN OUT
CORNER
NSRU
CONSTRUCTION
COVERED
COVERED ENTRY
COVERED PORCH
CONCRETE POWER POLE
CORRUGATED PLASTIC PIPE
CONCRETE SLAB
DELTA ANGLE
DRAIN FIELD
DEED INFORMATION
D" CURB
DRAINAGE EASEMENT
DROP INLET
HC
HCP
HOPE
HW
HYD
ICV
ID
ILL
1:NT
INV
IP
S
IR
IRR
N
ICV
IW
L
LB
LFST
LME
LOC
LP
LS
M
HEADER CURB
HANOI-CAP
HIGH DENSITY POLYETHYLENE
WIRE
HEADWALL
HYDRANT
IRRIGATION CONTROL VALVE
IDENTIFICATION
ILLEGIBLE
INTERSECTION
INVERT
IRON PIPE
IRON PIPE 6 PLUG
IRON ROD
IRRIGATION
RRIGATION VALVE
RRIGATION CONTROL VALVE
IRRIGATION WELL
LENGTH
LICENSED BUSINESS
LIFT STATION
LAKE MAINTENANCE EASEMENT
LOCATION
LIGHT POLE
LICENSED SURVEYOR
MEASURED
PC
PCC
PCO
PCP
P D.E.
PG
PI
PRKG
PK6D
PK/TT
PLS
POD
PPCOPMMENCEMENT
PRC
PRO
PROP
PRM
PSM
PSWL
PT
P.U.E.
PVC
R&C
R/W
R
POINT OF CURVATURE
POINT OF COMPOUND CURVATURE
PRESSURE CLEAN OUT (SANITARY)
PRIVATE DRAINAGE EASEEMENT
PAGE
POINT OF INTERSECTION
PARKING
PARKER KALON NAIL AND DISK
PARKER KALON NAIL AND TIN TAB
PROFESSIONAL LAND SURVEYOR
POINT OF BEGINNING
PER OF
POINT OF REVERSE CURVATURE
PRORATED DISTANCE
PROPOSED
PERMANENT REFERENCE MONUMENT
PROFESSIONAL SURVEYOR 6 MAPPER
PLASTIC SWALE
POINT OF TANGENCY
PRIVATE UTILITY EASEMENT
POLYVINYL CHLORIDE
ROD AND CAP
RiGHT-OF-WAY
RADIUS
TT
TWP
TYP
U/C
U.E.
UP
UR
UW
VC
VLT
WO
WL
WM
PWEL
WPP
WS
WV
6
TIN TAB
TOWNSHIP
TYPICAL
UTPOINT
ILITY EASEMENT ON
UTILITY POLE
UTILITY RISER
UNDER WATER
VALLEY CURB
VAULT
WOOD
WATER LINE
WATER
POINT
WOOD POWER POLE
WATER SERVICE
WATER VALVE
OAK TREE
PINE TREE
PALM TREE
R= 110.00' (P)
A= 56'44146"
L= 108.94'
R= 110.00' M
( )
A= 56°50,5r,
L= 109.14'
C3
R= 330.00' (P")
A= 5°12'5T'
L= 30.04'
C4
R= 330.00' (P")
A= 14° 38' 3r' -
L= $4.34,
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NO
rb
DIA
DIP
DMH
DUE
E
ECP
EL
ELEC
ELEV
EM
ENC
DIAMETER MAX
DUCTILE IRON PIPE MB
DRAINAGE MANHOLE MEAS
DRAINAGE 6 UTILITY EASEMENT MES
EE OF CONCRETE MH
ELLEECTRICALL CONTROL PANEL MHWL
ELEVATION MIN
ELECTRIC MN
ELEVATION MN6D
ELECTRIC METER MIT
ENCROACHMENT MW
MAXIMUM
MAIL BOX
MEASURED
MITERED END SECTION
MAN HOLE
MEAN HIGH WATER LINE
MINIMUM
MAGNETIC NAIL
MAGNETIC NAIL 6DISK
MITERED END
MONITORING WELL
RCP
RFL
RE
RLS
RP
RR
RRS
S/W
SMH
SOT
SEC
REINFORCED CONCRETE PIPE
ROOF LINE
RANGE
REGISTERED LAND SURVEYOR
RADIUS PO
RAILROAD TNT
RAILROAD SPIKE
SIDEWALK
SANITARY SEWER MANHOLE
SOUTHERN BELL TELEPHONE
SECTION
EM
®B
YRa
27.0
ELECTRIC METER
ELECTRIC SERVICE BOX
YARD DRAIN
PROPOSED ELEVATION
\
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ROBERT F. KEMERSON
PROFESSIONAL SURVEYOR AND MAPPER
STATE OF FLORIDA (PSM) #6285
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DRAWN BY:
BK _
APPROVED BY:
R. KEMERSON
SCALE:
1 20
DATE•
1_2/_02/20
FIELD BOOK/PAGES
SURVEY MAP
JOB NUMBER:
20-2128
SHEET:
1 OF i
N:\Projects\2020\20-2128 MKS Legends Dr\20-2128 BNDY CAD 2020.dwg, 9/27/2021 10;37;48 AM, Canon iPF670