HomeMy WebLinkAboutengineering plans5PA SPECS:
SIZE, 7' X 7'
DEPTH: 3'
PERIMETER: 26
AREA: 44
VOLUME. 652 SAL,
TURNOVER: 15 MIN,
SPILLWAY, 24'
THERAPY JETS: 6
LIGHT, WHITE S.A.VJ. LED,
ENTRY STEP: YES
RAISED, NO
ARTISAN
HANDRAIL
AT 5PA
ENTRY STEP
Ib" BENCH WITH
TILED EDGE
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SEE PIPING
PATIO W/ TRAVERTINE
SCHEMATIC FOR
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DETAILS AND SIZES
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EQUIPMENT 5PEG5:
PUMP: FHPM 13 HP JANDY FLOPRO 2 SPEED
FILTER: G200S--TARDY CARTRIDGE
CHLORINATOR: JANDY PURELINK PLG1400
HEATER. JE3000T JANDY HEAT PUMP
BLOWER:I HP
AUTOMATION JANDY R$-P54 W/ I '4QI/'°'LING
6'DP
TOP EXISTING
PATIO W/ TRAVERTINE
PAVERS
VAG
RAISE ALL SHUTTER
TRACKS AS NEEDED FOR
CLEARANCE FROM TOPPING
EXISTING PATIO W/ TRAVERTINE
RE5IDENGE
15" X 45" 5WIMOUT
WITH TILED EDGE
12" X 12" CONCRETE
FOOTING SEE TYPICAL
WALL SECTION FOR
DETAIL
POOL EQUIPMENT SHALL
BE SCREENED IF REOD.
BY LOCAL CODE
EQUIPMENT LOCATION
i
CONFIGURATION MAY
POOL
DIFFER
EOUIP
JOB 517E SPECIFICATIONS
5WIMMIN& POOL PLAN FOR:
DRAWING ITEMS
REVISIONS:
1100 UPLAND ROAD
LOT: 74 BLOCK:
TANG
DATE:2-24-17
WEST PALM BEACH,
ORDER,261 • 625
FLORIDA 33409
SUBDIVISION: THE RESERVE PHSI KINGSMILL
6833 ONE PUTT PLACE
DRAWN BY: N.A.S.
PHONE: 561-618-&&07
PLAT BOOK: W PAGE: 13. 13A
PORT 5T. LUCIE, FLORIDA 34G86
PLAN 0 1766O1-11
COUNTY: ST LUCIE
SHEET: I OF 5
POOL 5PEG5:
SIZE: 15' X 30'
DEPTH: 3' TO 6'
PERIMETER: 40
AREA: 426
VOLUME: 14,405
TURNOVER, 6 HIP, MIN. (25 SPM O LOW SPEED)
COPING: TRAVERTINE
TILE: 6'
SKIMMER: ONE
RETURN5: THREE
VAC LINE: YES
LIGHT: 2-12V SA.VJ, WHITE LED.
5WIMOUT: 16' X 60'
FINISH: EXPOMC) ASGRESATE
RAILINGS: ARTISAN HANDRAIL O SPA
PATIO: TRAVERTINE PAVERS
ENCLOSURE: SCREEN ENCL.
FOOTERS: YES
DECK-O-DRAIN: IF NEEDED
16" BENCH O POOL STEPS. TOP EXIST PATIOS
MIN. SETBACK REQ.
SIDES
CNR S
POOL PLAN
SCALE: 1/&" = 1'-0"
DIMEN51ONAL PLAN
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HAYNE MARKHAM BENNETO�•.• F •'��/`
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JOB SITE SPECIFICATIONS
5PVIMMIN67 POOL PLAN FOR:
DRAWING ITEMS
REVISIONS:
1100 UPLAND ROAD
LOT: 14 BLOCK:
TANG
OATE:2-24-17
WE5T PALM BEACH,
ORDER:261 • 625
FLORIDA 33404
SUBDIVISION: THE RESERVE PN51 KINC5MILL
8833 ONE PUTT PLACE
DRAWN BY. N,A,S,
PHONE: 561-615-5&01
PLAT BOOK: 36 PAGE: 13. 13A
PORT 5T. LUCIE, FLORIDA 34g86
PLAN n I76807-11
COUNTY: ST LOOIE
SHEET: 2 OF 5
THESE PLANS AND ALL PROPOSED WOhW
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SCALE: 115" = 1'-0"
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JANDY (FHPMI.5-2) 1 1/2 HP TWO SPEED PUMP
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SELF -PRIMING H. APPROVED HAIR AND
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JOB 517E SPECIFICATIONS
5HIMMIN& POOL PLAN FOR:
ORAWIN6 ITEMS
REVISIONS:
1100 UPLAND ROAD
LOT: 14 BLOCK:
TANG
DATE: 2-24-11
WEST PALM BEACH,
ORDER: 261. 625
FLORIDA 33409
SUBDIVISION: THE RESERVE PH51 KINISSIMILL
8833 ONE PUTT PLACE
DRAWN BY: N.A6.
PHONE: 561-616-8801
PLAT BOOK: 36 PAGE: 13. 13A
PORT 5T. LUCIE, FLORIOA 34g86
PLAN • 118807-11
COUNTY: ST LMIE
SHEET: 3 OF 5
WAYNE MARKHAM BENNETT
P.E.a 51216 / (154) 618-3825
265 5. FEDERAL HWY. r IO9
DEERFIELD BEACH, FL 35441
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JOB SITE SPECIFICATIONS
LOT: 14 BLOCK,
5WIMMIN(9 POOL PLAN FOR.
DRAWING ITEMS
DATE: 2-24-17
REVISIONS:
TANG
BEAD
R • 625
FLORIDA 33409
SUBDIVISION. THE RESERVE PHSI KINFf.'MILL
8833 ONE PUTT PLACE
DRAWNBY. BY. NA.S.
PHONE: 561-618-8801
PLAT BOOK. 35 PAGE: 13. 13A
PORT 5T. LUCIE, FLORIOA 349bb
PLAN T 118HO7-II
COUNTY: 5T I
SHEET: 4 OF 5
NOTE: STEP STEEL NOT REOUIRED
ENTRY STEP 5EGTION
SCALE. 1/4' = 1'-0"
WAYNE MARKHAM BENNETT
P.E p 51216 / (a54) 516-3625
2b5 5. FEDERAL HWY. p I09
DEERFIELD BEACH, FL 33441
WAYNEIWMB-PE.COM
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IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE
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VERIFIED ON ANY ELECTRONIC COPIES
Fate Copy
�crrr�[a.�►�PCozrr»7�.�rs�l �u���.l.�r.77�
FLORIDA BUILDING CODE (F86). 5TH EDITION (2014) AND ALL OTHER CODES, RULES. REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON
THE PROJECT SHALL GOVERN INCLUDING FBG 5TH EDITION BUILDING, RESIDENTIAL, FUEL GAS AMC' ENERGY CONSERVATION
FM 5TH EDITION ENERGY CONSERVATION R403A AND WITH AIyRM01110-14 HAS BEEN MET FOR THIS PROJECT.
FBC 5TH EDITION ENERGY CONSERVATION CA04.1. POOLS AND IN GROUND PERMANENTLY INSTALLED SPAS HAS BEEN MET FOR THIS PROJECT
(EXCEPTION) HEAT PUMP 15 BEING INSTALLED
FBC 5TH EDITION RESIDENTIAL CHAPTER 45, SWIMMING POOLS SHALL SPECIFICALLY GOVERN
FBC 5TH EDITION R4501b ENGINEERING DESIGN HAS BEEN MET FOR THIS PROJECT, INCLUDING CODES AMC) REFERENCES SPECIFICALLY WITHIN
FBC 5TH EDITION R4501b.1 CONFORMANCE STANDARD. DESIGN, C01,15TRUGTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE
REQUIREMENTS OF ANSIM5P13-AN51/APSP/ICC4-ANSI/APSP/ICCS-ANSI/APSP/ICC6- ANSI/APSP l
CONCRETE: CONCRETE SHALL CONFORM TO THE LATEST EDITION OF ACI 301 AND ACI 318 WITH MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
3,000 P51. POOL CONCRETE CAN BE APPLIED PNEUMATICALLY AMC? SHALL CONFORM TO ACI-5062
REINFORCING STEEL. SHALL CONFORM TO THE LATEST EDITION OF ASTM A615, GRADE 60
F8G 5TH EDITION BUILDING 14032 GLASS FIBER REINFORCED CONCRETE GFCR AMC) THE MATERIALS USED IN SUCH CONCRETE SHALL BE IN
ACCORDANCE WITH THE PCI MNL 125 STANDARD IF SHOWN ON THE DRAWINGS
POOL PIPING SHALL BE N.S.F. APPROVED AND SCHEDULE 40.
THE ENGINEER 15 NOT RESPONSIBLE FOR ANY ENCROACHMENT INTO EASEMENTS OR SETBACKS. EVEN IF APPROVED BY AUTHORITY HAVING
JURISDICTION
THESE DRAWINGS SHALL NOT BE SCALED,. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE.
THESE DRAWINGS ARE THE PROPERTY OF WAYNE MARKHAM BENNETT, P.E. USE OF THESE DRAWINGS WITHOUT PERMISSION FROM THE ENGINEER
15 PROHIBITED AMC) A VIOLATION OF THE FBC 5TH EDITION
USE OF THESE DRAWINGS BY THE CONTRACTOR INDEMNIFIES AND HOLDS HARMLESS THE ENGINEER FOR ALL C05TS AND DAMAGES INCLUDING
LEGAL FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION AMC) CONSTRUCTION PRACTICES BEYOND WHICH 15 CALLED FOR
LOCAL, STATE AMC) FEDERAL CODES AND FROM DEVIATIONS OF THESE PLANS EXCEPT AS EXPRE55LY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED
EXISTING CONDITIONS, DIMENSIONS AND QUANTITIES SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. TYPICAL FIELD
CONDITIONS ARE ASSUMED IN THE DESIGN. SHOULD ANYTHING DIFFER FROM THAT SPECIFIED HEREIN OR STANDARD FIELD CONDITIONS,
ADDITIONAL ENGINEERING MAY BE REQUIRED AND THE ENGINEER SHALL BE CONTACTED TO PROVIDE DIRECTION. CARE SHALL BE TAKEN BY
CONTRACTOR IN ALL APPLICATION OF THESE DRAWINGS
EQUIPMENT AND PIPING PHYSICAL LOCATION MAY DIFFER IN THE FIELD DUE TO UNFORESEEN CONDITIONS OR OTHER FACTORS. CONTRACTOR
SHALL BE RESPONSIBLE TO LOCATE AND INSTALL ITEMS IN A LOCATION THAT MEETS LOCAL CODES
NDPES REQUIREMENTS: A SILT FENCE SHALL BE INSTALLED PRIOR TO CONSTRUCTION SURROUNDING THE ENTIRE WORK AREA MEETING THE
REQUIREMENTS OF THE AUTHORITY HAVING JJR15DICTION
CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AMC) PROTECT ALL MATERIAL BROUGHT ON SITE, SHALL RESTORE ALL AREAS IMPACTED BY
THE CONSTRUCTION WORK TO THE PREEXISTING CONDITION OR BETTER AMC) SHALL NOT IMPACT DRAINAGE/LAKE OR ANY OTHER EASEMENTS
WITHOUT EASEMENT OWNER CONSENT
SWIMMING POOL BARRIER REQUIREMENTS
FM 5TH EDITION RESIDENTIAL R45OIJ1.IJ THROUGH R4501J.11.1.14 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS BARRIER SHALL BE A
MINIMUM OF 48 INCHES ABOVE GRADE. WITH A MINIMUM OF 2" CLEARANCE AT BOTTOM. NO GAPS GREAT THAN A 4 INCH SPHERE. ACCESS
GATES SHALL BE SELF CLOSING, WITH SELF LATCHING DEVICE LOCATED A MINIMUM OF 54 INCHES ABOVE GRADE ON THE POOL SIDE AND
SWING OUTWARD AWAY FROM THE POOL. ALL DOORS AND WINDOWS PROVIDING DIRECT ACGE55 FROM THE HOU5E SHALL BE EQUIPPED WITH AN
EXIT ALARM COMPLYING WITH UL2101, RESIDENTIAL SWIMMING BARRIER BY SEPARATE PERMIT
OVER RESPONSWBILITY: IT 15 THE RESPONSIBILITY OF THE PROPERTY OWNER TO PROVIDE A SWIMMING BARRIER AROUND THE POOL THAT
MEETS THE ABOVE CODE PRIOR TO FINAL POOL STRUCTURAL INSPECTION AMC) FILLING OF THE POOL, BY SEPARATE PERMIT
SOIL BEARING AND FOUNDATION NOTES
FEY, 5TH EDITION BUILDING 1003 GEOTECHNICAL INVESTIGATIONS: THE BUILDING OFFICIAL SHALL BE PERMITTED TO WAIVE THE REQUIREMENT
WHERE SATISFACTORY DATA FROM ADJACENT AREAS 15 AVAILABLE THAT DEMONSTRATES AN INVESTIGATION 15 NOT NECESSARY AMC) FBG
5TH EDISTION R401A.1 IN LIEU OF A COMPLETE GEOTECHNIGAL EVALUATION, THE LOAD BEARING VALVES IN TABLE R401,4.1 SHALL BE USED.
ALLOWABLE BEARING CAPACITY: BASED ON RATIONAL ANALY515 THROUGH KNOWLEDGE OF OTHER PROJECTS IN THE VICINITY AMC) A VISUAL
EXAMINATION OF THE SURFACE SOIL, FINDING SAND AND ROCK, THE POOL FOUNDATION HAS BEEN DESIGNED ASSUMING A 2000 P5F SOIL
BEARING CAPACITY PER FBG 5TH EDITION TABLE R401.4.1 A LETTER REPEATING THE ABOVE CAN BE SUBMITTED TO THE BUILDING OFFICIAL, IF
REQUESTED. IF DURING EXGAVATION DELETERIOUS MATERIAL (SUCH A5 SILT, PEAT, MUCK, CLAY, EDT) 15 FOUND THAT CANNOT PROVIDE 2000
PSF, THI5 MATERIAL SHALL BE REMOVED IN ITS ENTIRETY AND REPLACED WITH COMPACTED STRUCTURAL FILL. IF THI5 CANNOT BE
ACCOMPLISHED, ALL CONSTRUCTION SHALL BE STOP AND THE ENGINEER SHALL BE CONTACTED TO PROVIDE DIRECTION AMC) TO POTENTIALLY
REQUEST A GEOTECHNICAL INVESTIGATION
JOB SITE SPECIFICATIONS
1100 UPLAND ROAD LOT: 14 BLOCK:
WEST PALM BEACH,
FLORIDA 33409 SUBDIVISION: THE RESERVE PHIS! KI 4651 ILL
PHONE: 561-618-8801 PLAT BOOK: 36 PAGE: 13. 13A
COUNTY: ST LUCIE
5WIMMIN6 POOL PLAN FOR:
TANG
8833 ONE PUTT PLACE
PORT 5T, L061E, FLORIDA 34g8b
ELECTRICAL GODS NOTES AND BONDING
FBG 5TH EDITION RESIDENTIAL CHAPTER 42 SWIMMING POOLS (ELECTRICAL PROVISIONS) SHALL SPECIFICALLY GOVERN INCLUDING E4202
WIRING METHODS. E4203 EQUIPMENT LOCATIONS. E4204 BONDING, E4205 GROUNDING AND EQUIPMENT INSTALLATION
PBC 5TH EDITION RESIDENTIAL APPENDIX O PROVIDES A GROSS REFERENCE TO 2011 NATIONAL ELECTRICAL CODE. NFPA 10
PEG 5TH EDITION RESIDENTIAL E4203b OVERHEAD CONDUCTOR CLEARANCES AND FM 5TH EDITION E4203b UNDERGROUND WIRING SHALL
SPECIFICALLY GOVERN
F8G 5TH EDITION RESIDENTIAL E4204 BONDING, EQUIPOTENTIAL BONDING SHALL BE REQUIRED, THE PARTS (CONDUCTIVE POOL SHELLS,
PERIMETER SURFACES, METAL COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT AND ALL FIXED METAL PARTS)
SHALL BE BONDED U51NO A SINGLE SOLID n 8 AWG BONDING WIRE, PLACED AROUND THE PERIMETER 18" TO 24" FROM THE POOL WATERS
EDGE, PLACED 4" TO 6" BELOW GRADE, FOLLOWING THE CONTOUR OF THE PERIMETER SURFACE, CONNECTED TO THE STRUCTURAL STEEL
REINFORCING IN FOUR (4) UNIFORMLY SPADED LOCATIONS BY EXOTHERMIC WELDING OR BY LISTED PRESSURE CONNECTORS OR CLAMPS THAT
ARE LABELED A5 BEING SUITABLE FOR THIS PURPOSE AND ARE OF STAINLESS STEEL, BRA55, COPPER OR COPPER ALLOY, THIS SINGLE # 8
AWG WIRE WILL EXTEND UNDER CONCRETE, PAVERS AND UNPAVED SURFACES
FBC 5TH EDITION RESIDENTIAL E42043 POOL WATER: THE POOL WATER SHALL BE INTENTIONALLY BONDED BY MEANS OF A CONDUCTIVE
SURFACE AREA NOT LESS THAN 9 SQUARE INCHES (51) INSTALLED IN CONTACT WITH THE POOL WATER. IF 9 (51) 15 NOT ACCOMPLISHED BY THE
BONDED ITEMS ABOVE A POOLBOND PB-2008 (10.1 51) OR APPROVED EQUAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES
INSTRUCTION
FBC 5TH EDITION RESIDENTIAL E4203.13 GFCI PROTECTION SHALL BE PROVIDED FOR POOL PUMP MOTORS
2011 NATIONAL ELECTRIC CODE (N..E.CJ. NFPA 10 SHALL GOVERN OUTSIDE IF THE PROVISIONS ABOVE
1,124. 430.52 CONTINOUOUS-DUTY MOTORS SUCH AS POOL PUMP MOTORS SHALL HAVE OVERLOAD PROTECTION
POOL EQUIPMENT AND ANCHORING
POOL EQUIPMENT ELEVATION SHALL BE AT A MINIMUM OF THE PE516N FLOOD ELEVATION (FBG 5TH EDITION RESIDENTIAL R322.IA) PLUS I FOOT
OR ACCORDING TO THE AUTHORITY HAVING JURISDICTION
FBC 5TH EDITION BUILDING 1620 HVHZ WIND LOADS AND 1621 HVHZ OVERTURNING MOMENT AND UPLIFT
POOL EQUIPMENT SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED TO MEET THE REQUIREMENTS OF ASCE 1. EQUIPMENT TIE DOWN SHALL BE
AS FOLLOWS, HEATERS 4 TOTAL (I PER SIDE OR 2 PER OPPOSITE SIDES) OTHERS 2 TOTAL: 3 Yz" MINIMUM THICK, 3000 P51 CONCRETE SLAB, 3"
LARGER THAN ON EACH SIDE THAN THE EQUIPMENT. Yn" DIAMETER TAPCON CONCRETE SCREWS (1600a TENSION, 1290N SHEER, 1 )2" EMBEDMENT IN
2000 PSI CONCRETE) OR EQUAL WITH STAINLESS STEEL FENDER WASHER INTO FACTORY PROVIDED HOLD DOWNS OR I WIDE, 14 GAUGE
GALVANIZED STRAPS WITH 2 STAINLESS STEEL, • 10 X s/4" PAN HEAD PHILLIPS 5S SCREWS EACH STRAP INTO METAL FRAME OF EQUIPMENT
FEC 5TH EDITION BUILDING 1401.1 GENERAL: THE THICKNE55 OF CONCRETE FLOOR 5LA85 SUPPORTED DIRECTLY ON THE GROUND SHALL NOT
BE LE55 THAN 3Y2 INCHES THICK AMC) SHALL NOT REQUIRE AVAPOR BARRIER.
FEC, 5TH EDITION RESIDENTIAL M13OSJAJ GROUND CLEARANCE: EQUIPMENT SUPPORTED FROM THE GROUND SHALL BE LEVEL AMC? FIRMLY
SUPPORTED ON A CONCRETE SLAB EXTENDING NOT LE55 THAN 3" ABOVE ADJOINING GROUND
FBC 5TH EDITION RESIDENTIAL M2006 POOL HEATERS SHALL SPECIFICALLY APPLY, IF HEATER IS PROVIDED
FBG 5TH EDITION ENERGY CONSERVATION R403.4.1J SHALL SPECIFICALLY APPLY WITH A MINIMAL THERMAL EFFICIENCY OF 8 % IF A GAS
HEATER 15 PROVIDED AND FBC 5TH EDITION ENERGY CONSERVATION 403.4.12 SHALL SPECIFICALLY APPLY WITH A COEFFICIENT OF
PERFORMANCE OF GREATER THAN 4, IF A HEAT PUMP 15 PROVIDED
EQUIPMENT LOCATION AND SCREENING: THE EQUIPMENT AND PIPING PHYSICAL LOCATION MAY DIFFER IN THE FIELD DUE TO UNFORESEEN
CONDITIONS OR OTHER FACTORS. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND INSTALL ITEMS IN A LOCATION THAT MEETS LOCAL
ZONING CODE AND TO PROVIDE CODE COMPLIANT LANDSCAPE OR FENCE SCREENING
FLOOD ZONE
FEC. 5TH EDITION RESIDENTIAL R322 FLOOD -RESISTANT CONSTRUCTION STRUC,TURE5 CONSTRUCTED IN WHOLE OR PART IN FLOOD HAZARD
AREAS SHALL BE DESIGNED AMC) CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION, ESPECIALLY R322.13
FLOOD -RESISTANT CONSTRUCTION AND R3222.4 POOLS IN FLOOD HAZARD AREAS, IF STRUGTURES CONSTRUCTED IN WHOLE OR PART IN
FLOODWAY5 SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ASCE 24 AMC) THE CONSTRUCTION OF THIS POOL WILL NOT
INCREASE THE DESIGN FLOOD ELEVATION AT ANY POINT WITHIN THE JURISDICTION
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NAME MARKHAM BENNETT :O�'.• F
DRAWING ITEMS REVISIONS: PE a 51216 / (454) 150-3825 '/ �` •• R I
265 5. FEDERAL HWY, • 109 '// ss •••"•!�G\\\
DATE: 2-24-17 DEERFIELD BEACH, FL 33441 / Ti \
ORDER: 261 . 625 WAYNE®WMB-PE.COM '///)ONO I t„\\\`
DRAWN BY: NAS. IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THI5 DOCUMENT ARE
PLAN n I18807-II NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE
SHEET: 5 OF 5 VERIFIED ON ANY ELECTRONIC COPIES
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1. PROPERTY ADDRESS: 8833 ONE — PUTT PLACE
2. CERTIFIED TO:
— PETER K. TANG & MAY C. TANG, HUSBAND AND WIFE
— CRARY BUCHANAN, P.A.
— CHICAGO TITLE INSURANCE COMPANY
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LEGAL DESCRIPTION
LOT 74, ACCORIDING TO THE PLAT OF POD 33 AT
THE RESERVE, PHASE I-KINGSMILL, AS RECORDED IN
PLAT BOOK 38, PAGES 13,13A THOUGH 13C, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA.
Date of field survey.
09/24/2075
NOT VALID WITHOUT THE SIGNATURE AND THE NOTES.
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 1. Survey of description as furnished by Client.
2. Lands shown hereon were not abstracted for easements and/or
SURVEYOR AND MAPPER. rights -of -way of record.
3. All bearings are referenced to the Southerly Right -of -Way line of
One - Putt Place, platted as S 334259" East, all others relative thereto
STEPHEN J. BROWN, INC 4. Elevations shown hereon are relative to North American Vertical
Datum of 1988, and are based on bench mark AA����qq
5. There are no above ground encroachments, unotherwise shown.
6. The National Flood Insurance Program designation as indicated on
the EE.M.A. Map No. 12111C 0275J dated 0211512012
locates the parcel in Zone X base flood elevation N/A feet; subject
to any scaling and interpolation factors associated with mapping of this
STEPHEN J. BROWN, PROFESSIONAL SURVEYOR AND MAPPER accuracy. This data is an interpretation by the surveyor and is provided
REGISTRATION NO. 4049. STATE OF FLORIDA as a courtesy. The flood zone(s) should be verified by a determination agency.
7. Underground foundations & utilities not located unless shown.
REMSIONS By
UPDATESOUMMY
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1. PROPERTY ADDRESS: 8833 ONE - PUTT PLACE
2. CER77FIED TO:
- PETER K. TANG & MAY C. TANG, HUSBAND AND WIFE
- CRRARY BUCHANAN. P.A.
- CHICAGO TITLE INSURANCE COMPANY
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
STEPHEN J. BROWN, III %
SVPHEN J, BROWN, PROFESSI AL: DII:AND MAPPER
REGISTRARON N0. 4049, OF FLORIDA
LOCATION MAP
GRAPHIC SCALE
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LEGAL DESCRIPTION
LOT 74, ACCORIDING TO THE PLAT OF POD 33 AT
THE RESERVE, PHASE I-KfNGSMILL, AS RECORDED IN
PLAT BOOK 38, PAGES 13,13A THOUGH 13C, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
Date of flatd survey.
09,,24,,
NOTES:
1. Survey of description as furnished by Client.
2. Lands shown hereon were not abstracted for easements and/or
rights —of —way of record.
3. All bearings are referenced to the Southerly Right —of —Way line of
one — Putt Place, platted as S 334259- East, oil others relative thereto
4. Elevations shown hereon are relative to North American Vertical
Datum of 1955, and are based on bench mark
5. There are no above ground encroachments_ unless otherwise shown.
6. The National Flood Insurance Program designation as indicated on
the F.EM.A. May No. 12111C 0275J . dated 0111512012 .
locates the, parcel in Zone.X, base flood elevation N/A feet; subject
to any sooting .and lhtefpolation factors associated with mapping of this
ocduracy. This data Is an i11:Try[ tatian by the surveyor and 1s provided
as. a courtesy. The flood aonets) should be verified by a determination agency.
Z Underground. foundations & ut#lties not located unless shown.
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1. PROPERTY ADDRESS: 8833 ONE — PUTT PLACE
2. CERTIFIED TO:
— PETER K. TANG & MAY C. TANG, HUSBAND AND WE
— CRARY BUCHANAN, P.A.
— CHICAGO TITLE INSURANCE COMPANY
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
STEPHEN J. BROWN, INC
STEPHEN J. BROWN, PROFESSIONAL SIRVEYOR AND MAPPER
REGISTRATION NO. 4049, STATE OF FLORIDA
LOCATION
GRAPHIC SCALE
t h 20 1
1 iaan = zo It.
LEGAL DESCRIPTION
LOT 74, ACCORIDING TO THE PLAT OF POD 33 AT
THE RESERVE, PHASE I—KINGSMILL, AS RECORDED IN
PLAT BOOK 38, PAGES 13,13A THOUGH 13C, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
Date of field survey
0912412015
T"tNIPS
E Survey of description as furnished by Client.
2. Lands shown hereon were not abstracted for easements and/or
rights —of —way of record.
3. All bearings are referenced to the Southerly Right —of —Way line of
One — Putt Place, platted as S 33'4259" East, all others relative thereto
4. Elevations shown hereon are relative to North American Vertical
Datum of 1988, and are based on bench mark N/A .
5. There are no above ground encroachments, unless otherwise shown.
5. The National Flood Insurance Program designation as indicated on
the F.E.M.A. Map No. 12111C 0275J . dated �115�—
locates the parcel in Zone �. base flood elevation N/A feet; subject
to any scaling and interpolation factors associated with mapping of this
accuracy. This data is an interppretation by the surveyor and is provided
as a courtesy. The flood zones) should be verified by o determination agency.
7. Underground foundations & utilities not located unless shown.
RENSICNS BT
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