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HomeMy WebLinkAboutPlans58 ft. 1 in. File Copy SPA DETAIL APPROVED WITH THE 2014 FLORIDA BUILDING CODE 5"1 EDITION FOR APPROVED MAIN DRAIN FRAMES AND GRATES RESIDENTIAL AND THE ANSI/APSP-7 PER V.G.B. ASME/ANSI 112.19.8-2007 2006 FOR SUCTION ENTRAPMENT AVOIDANCE e UNBLOCKABLE CHANNEL DRAIN • i i 2.5" 2" RETURN RETURN LINE LINE TO ' JETS 3" SUCTION LINE 3" SUCTION LINE 181 GPM MAX 181 MAX GPM TO JET PUMP TO FILTRATION PUMP OUTSIDE ANGLE OF REPOSE V AND FURTHER = 4" THICK WALLS WN3 REBAR @ 12" O.C. EACH WAY T TO 6' = 6" THICK WALLS WI#3 REBAR @ 12" O.C. EACH WAY V TO 3' = 8" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY 9 ft. f 1 t• ,�f 'a oP 3 ft. / / y Ix O AU / 2 / a EXCAVATION INTO THE .- GLE OF REPOSE IS ALLOWABLE PROVIDED: ' SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT " NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY ")OES A COMPACTION TEST C-AE BACKFILLED MARTIAL ARE PROVIDED AT C.O.OF THE SWIMMING POOL FOOTER DETAIL (1) #5 REBAR /OR (2) # 3 RE O NO SCALE i II:G-o--------------- II I® ��---mam - _ �� �i cif � ► --------- �Ei�� �d�l=�MCCMM�C MM®®�MC go_ ------ �1 Mw=M _--_-_-_-_-_-_-_-_---:2 ---------� r» :�4C� MMMEM, MCCO: -----------------"M�CMMMM���:------- mm ------------------M�=CMC-Ctrs®N�MM---- ------------------ - ---- --_---- mmmmm •MMMCMMMMMMG� �� �CMMM=MMMMMM:.-MMMMMM PING SCHEMATIC (NO SCALE) RETURN LINE WASTE \ \/ SKIMMER !) MAIN DRAINS MIN. APART O MUST HOLD 35 PSI FOR A7 LEAST 30 MIN. FILTER I GAUGE IagTla HAIR & LINT CATCHER (COMPONENT OF PUMP) 1 6'X6' FLUSH SPA WITH 6 HYDRO JETS, MARBLE SPILLWAY, STEP DIRECTIONS: OLEANDER TO MIDWAY ROAD, TURN LEFT, TURN LEFT ON DUNN ROAD, JUST BEFORE SELVITZ HOMEOWNER IS ALBERTO SILVA CELL IS: 772-618-5244 19 ft. 10 in. �o e M AS POOL BARRIER PER FRC R4501.17.1- R4501.1.17.3 AND ANSI/NSPI-61995 SAFETY BARRIER PER FRC R4501.171- R R4501.17.3 & ASTM5034-95, ASTM D379- 89, ASTM 663-96 �- 13'X25' POOL TILED STEP SUNDECK 6" EDGES WATER DEPTH 3.5' DEEP \ COLOR VAC LINE LED a / CERTIFICATE OF COMPLIANCE Ttc f,11omoN pmduds hwe been tested to ANSVAPSP 16 2011 per Section MD4 of the Virginia Go erne Baker Pod wM 6Htety Ad ry38-2008) and safety regulations se[ farth bite CPSC. These products are owmlecmred by Cuslom Melded Products, Inc in Shanghai, Chma all certified b/Underwriters Lalwmledes,Inc, at 2500 E. Impedal Highway, Suite CA 92821 KPMO RAT Lab at E Ontario, Street Ontario, CA 9V61 (ph 114-223-100)) 1 mayand at (ph: M9-A)2-ATOD). A copy of the lest results may be found at wwwul.com or www.pltl.wpmooy. TECHNICAL GUIDE yD walla n x uiw I or 1 DATE OF MANUFACTURE - CUSTOM MODED PRODUCTS 136 HERRING ROAD, NEVMAN, GA 30265 RMANC-M RCOM VS-FHP1.0 PERFORMANCE CURVES 3450 APM w \ 10 750R io00 RPM _ � � 717*3*0*R>M 10 LOW S EED 28 GPN D HIGH SPEED 117 GPM 10 A 30 40 50 80 70 80 9t 100 110 121 130 140 150 IN 170 100 190 200 FLOW GPM ELECTRICAL DLAQ Y AND GR dr(LET NOTE: PO)L PUMP MOTOR LOCATED ABOVE GRADE PER 2D11 NEC PROVIDE SEPARATE CIRCUIT FOR PUMP MOTORISIAND HEATER(S)ETC (SCALE) RAIN TIGHT)UTDOOR NOTE: INSTALL 126V 15 AMP E CTRICAL PAtEL(SIZED PER WEATHERPROOF DUPLEX LOAE TO MAIN SERVICE PANEL IN RECEPTACLE AT LEAST 10' APPROVED CONDUIT SIZED PER G.F.1 AWAY AND NOT MORE THAN 20' LOAD) oun FROM THE INSIDE WALL OF THE WIRING TO POOL LIGHT T100R TIME-CLO POOL APPROVED CONDUIT PUMP MOTOR UL APPROVED DECIfc W FOR DIRECT CONNECTION TO WET NICHE NOTES: e (1) POOL PANEL AND SWITCHES MUST BE AT LEAST 6' FROM • THE INSIDE WALL OF THE POOL (2) ALL ELECTRICAL WIRING AND EQUIPMENT POOL LIGHT SWITCH EITd it MUST UNDERWATER INDOOR OR OUTDOOR INSTALLED IN ACCORDANCE WITH THE 2D11 EDITION OF THE LIGHT . NATIONAL ELECTRICAL CODE Ap(;'ROVED WIRING IN IN SCH 40 . . (3) PROVIDE PROPER WORKING CLEARANCE SPACES FOR PVCW1 IS BONDING ELECTRICAL EQUIPMENT AS PER HO-26 OF NFPA 70 CONDUCTOR W.L.- #8 SOLID COPPER BOND WIRE W/ APPR. CLAMPS (ONE ON EACH SIDE OF POOL 4 TOTAL) ODD .5' DEEP CCOR ED SCREEN BY PIONEER WITH 9'X30' PICTURE WINDOW CENTERED ON EXISTING TRUSSED PATIO TILED BENCH \ EDGE CHILD SAFETY BARRIER FENCE NO CLOSER THAN 20" FROM WATERLINE c T rK DECOfRAIN A&G TO TEXTURE AND FLOCRETE EXISTING CONCRETE DECK 18" MIN- ( ENTIRE PERIMETER) PAVER DECK OR CONCRETE DECK SOIL EQUIPOTENTIAL BONDING GRID DETAIL PER N.E.C. 2011 SEC. 680.26 (WHERE ADOPTED) POOL PATIO WATER LEVEL 8 GAUGE SOLID COPPER WE - MINIMUM 18" FROM BGE OF POOL AROUND ENTIR POOL PERIMETER BURIED 4" D 6" DEEP g FROM :3 POWER 9 1" LIGHT SUPPLY Z CONDUIT UNDERWATER UNDERWATER LIGHT_ LIGHT DETAIL APPROVED (NO SCALE) GROUND CLAMP Y NUOUS BOND WIRE COMMON TO OL STEEL, RAILS & EQUIPMENT POOL FINISH 13 ft. 3 in. POOL DETAIL APPROVED MAW DRAIN APPROVED V41TH THE 2014 FLORIDA BUILDING FRAMES AND GRATES CODE Sr" EDITION FOR RESIDENTIAL AND THE ANSVAPSP-7 2006 FOR SUCTION ENTRAPMENT PER V.G.B.7 AVOIDANCE 112.19.8-200 MINIMUM (2) SUCTION LINES PER PUMP 3 FT. • . SEPARATION OR SEPARATE PLANES 3 FT. MIN. 2" RETURN • LINE TO FIRST TEE " PLUMBING LINES 3" SUCTION LINE ~-FROM SUMP W/ 3" MAX 181 GPM TEE TO FILTRATION PUMP 6 FPS MAX MISC. NOTES 1. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2X6 CAPTILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR / VISIBILITY 2. HAND Ha1rj01wIN§MLff1T ARE WHERE DEICK RAISED +6" ABOVE POOL 48" MAX WATER DEPTH I-10" MI . o o ° T" S. RAN o o N.T.S. #8 GROUND WI NDRAIL BONDING DETAIL WHERE APPLICABLE PER NATIONAL ELECTRICAL STEPS CODE STEP DETAIL 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. IF EQUIPMENT PAD 'LOCATION OF GFI EQ PER FBC RECEPTACLE 4501.22(9.2) TO BE DETERMINED IN THESE PLANS AND ALL PRGPOSED'NOn`, FIELD PER NEC 680 •'• ARE SUBJECT TO ANY CORRECTIONS R eQUIRED BY FIELD INSPECTORS T-iAT N MAY BE NECESSARY IN ORDER TO >: URIED POWER canny WITH "cLL`hPPLICA0z co LINES I - WxerM,Traa.dewadxvaexpM 640 18XXV -_. _ - _ - CONCEALED FASTENERS OR ATTACHMENT4 - B'Bwpd TTe Rp Or�aMPaxe WaH,wydramn AuAmc PlbntwfttS stConsumer&- 1. Cxmmiasbn aRNlremem6,CPECf.tiRedand EedlfiedaMTesiiwaaorda+�a ;----_ - THE RESPONSIBILITY OF THE. " .. 1a Nefwluaemmis MASMEA11219a-Ta)aNIASMEA11219Ba20B9azdefined A .... '•••• 4RE in(PSClxrerdatM ApdIB,MH. Cwllfiedby.UndSSAters WboatedeLIm 2929E.Impeial Higlway, Suire 100.Brea,G92B21by29. I� RECORD CONTRACTOR CONTRACTOR OF RECORD l�tOs -04ad Waerway 616311evsefixmrenaMhamFsamaambkin: - c: - j�('1r ('0INTV PI I T TATI (` ri TTy"iySi'6�i ❑Vmfte■&,kDGarEIDnkGayDBalge D,FOR ._1� •.e.'.'E At, N FA//�5 t�2/}L ulti>I .n+b®embNL+lmwmewwmtfmlis®wmh X.w"WewxxoaP/PlxpueANTAeMwHleM9• ` D7 LT xv+AMae.Avntlpwk4fiN+Nxe'AA.0,Mgpa «mlMFYA M kmR w.x wry.. &'LANISANDPEWMTMUST BEKEPT ONJ01; . keXlwlgkO.MHrwxxlNaOMrYMWy'p+� a-rr . maw«r+.<x®ewe«.wawiewmw«tells.a.erax�we.x+wmwuMfwwewNen+®rew+ema+RR 4�.._ �..".:\S:T.`'.�. :^d:V �1I'-IZ.I. BE A+I.d)DE. ��liuil� 111 tfl1D BBB �t�rway OVERPOUR BEND INTO DECK @ 48" 1/4" PER FT, SLOPE O.C. MAX. OTE: REMOVE GRATE (OR CAP TILE, -i WELL POINT PLUG FROM WHERtE MAIN DRAIN & ATTACH PPLICA AUX. PUMP LINE WHEN 6"X6" TI a EMPTYING OL 4"SLAB FIBERGRATE INTERI2500 SHALL BE FINISHTYPICAL WALL SECTION& SECURED IN PLACE TYP WELL POINT SO THAT TOOLS LL ARE REQUIRED FOR REMOVAL I1� II 1� CONCRETE SPA DETAIL OVERPOUR 6"X6" TILE SPA WALL COPING CONCRETE PATIO SECTION SPA BENCH 18" BELOW WATER STEP IS 9" (NO SCALE) (1) CHANNEL LINE BELOW WATER DRAIN AND LINE GRATE SHALL BE SECUREDIN STEP PLACE SO THAT TOOLS ARE REQUIRED FOR 41/2 TYP. REMOVAL WALL STEEL-TEX FORM OR 6" TYP. R FLOOR AFT WALL 1 k / 93 @ 12" O.C.B.W. GRAVEL BED -`fir TO PUMP -► DECK 1 ROW OF WATERLINE TILE WATERLINE 1' R 3.5' • APPROVED WITH THE 2014 FLORIDA BUILDING CODE 5' EDITION FOR RESIDENTIAL SPECIFICATIONS MAX. WIDTH 13' MAX. LENGTH 25' MIN. DEPTH 3.5' MAX. DEPTH 6.5' SHAPE CUST ELEVATION TAM FILL FROM EXCAVATION HAUL TILE INTERIOR FINISH GEM FILTER CS200 PUMP MAKE PER FBC 4501.20 JANDY 1HP VS FLOPRO PUMP HP: POOL 1HP VS FLOPRO SPA 2HP FILTRATION PUMP COMPLIANT WITH ANSIIAPSPIICC-15 2011 LIGHTS POOL 2 CLR LED SPA 1 CLR LED TRNFORM: POOL 300 WATT SPA 100 WATT MAIN DRAIN: POOL 2 SPA 1 SKIMMER (1) RETURNS: POOL 3 SPA 2 JETS: POOL SPA 6 VALVED VAC LINE INC&- FILL LINE NA DISCHARGE LINE TO GROUND CHLORINATOR TRUE CLEAR SALT SYSTEM HANDRAIL NA LADDER NA DIVING BOARD NA SLIDE NA HEATER RHEEM 6350 HEAT PUMP VACUUM HEAD INCL POLE INCL VACUUM HOSE INCL BRUSH INCL LEAF SKIMMER INCL TEST KIT INCL TREE / STUMP REMOVAL NA REMOVE EXISITING CONCRETE NA PUMP POOL PATIO INCL _ SCREEN ENCLOSURE BY PIONEER _ ELECTRICAL BY A&G POOL PATIO CONCRETE FLOCRETE DECK DRAIN INC GALLON CAPACITY -POOL 8,347 GAL. GALLON CAPACITY -SPA 733 TURN -OVER -RATES hrs TERMITE TREAT INC BARRIER INC MAX. WATER VELOCITY - 6. ft.ls FROM TRUNK LINES TO 8 fLIS SUCTION LINES 10fPs MAX RETURN LINE SKIMMER MIN. FLOW 25 GPM SURFACE AREA OF POOL -248 SQLFT 65 LN FT 6EMRALMOTEB: u swRwamrow.coxsmuc Twx ro coMLr m iu awa ceoE qxp RwH ALL LMAL dpNANLE6 AMp meet REGuunous. x. ORPo11REpaMNMNG Poet ro eFM au RTCN ort uxowTuaew sum. Au wNas qxo FLOORS axqu aE Guxneo a 1p{ULELONCREIE W/iSTMVM],WOPA.LCOXCREIE,®LpiVSl Ceap1E63NE5TREXprX, ENGINEER SEARING aENOnFIEOIF aULBFgRNOL239TI,W ]iOa P.iF.. gailULN. ffiTOR Ie°BE.SOFTSOL A.Hele . m a"S SHAULAENAAIA ex GRAVEx . ®lea®WrXEOExaX, A REINWNAN HeAVBEN E-UI EE GRppEA ALL. wPxGropErv.c. ScxEOuaEw Mx. u+p aEART]X'.xxr.APPRov1L e.BACRwgsx6x LBexRSMLLCONMTfx LaLaLpxolx 1-c W TER aF Pop&-wq"rtsegocoxFORM roLocALpROlwxcFx.9mFACE oRAOIxosrau Coxrglx WglER1wIMN PROPERry LwE3. PONOwG SIULLNUTPEA6RT FOR MURE 1NgH OXEIWIIR F. wgreR sMPLr a paeosu xuu aE nwru+Eo so TUT T xERE x xo cxos3 coxnEcnex wnx q 9.G]eeXE6ncwareswrSNMXAA L_HA Rx6Po8AL6vsreM. w1EAT M"N INSUN VE AFREE ARPAOFAan+EAPEAOFIMESUGTOH LWE 10. E.U. B UNT STRANERS SHALL HAVE A AVHOVABLE... WI A See. iRE.. OFS%rxE AREA OF E 6ucTmr+LxE +. uecmlcu:IxsTAuvmM+eaowcEs ASaxeWR a-PooLpArq-HE. LmxrcaxwEcnou,o LONFORM ro xAIgNAL FIECIRILLL LOpQ- uT EaT En11gR rz qu xETAaac eOc. oxourt6tinepswsxmoeEoMA3. LLRxNpAwn SREcwnsTE£ole, ef aamo,xr pFeIxaTeREa a xou.sSwAoA, uMxEoTEAOL TVAR P MIpXOR WXpBpNpryepXLpWLl°RSH6R4LLLERTHANASCOPPER. 13. Ho OVERHaSo MFNWIREOVERF WATER tAOns.°eOEFILTER 6MALL NAVEq FlLT"TpN M1EXOTTO Exf.EFOiOP MIGF OF FlLIERpREA ND BA' 'M REOVX]FD. 10. ,CRIRSMALL VFA6YgLLq]@NSION9HoALASASASNa F.PR CD.PANYTARRXG 1HEi �ASIS B.9PE IRL ARENTON SI6HALL BEeNEH N Eltwlx6 FOUNDAo0NTO PREVFHTUNOERMWIHG. JOB NAME: SILVA ADDRESS: 5220 DUNN ROAD. FORT _ PIL__CE, FL PERMIT NO.: DATE DRAWN: MAY 2ND . 2017 DRAWN BY: JASON BARAN DESIGNER APPROVAL: CUSTOMER APPROVAL: SCALE: 1W' = 1' RAY REINHARD PE # 47041 1010 Easter Lilly Lane Unit 203 �j Vero Beach, FL 32963 l%i CONCRETE POOLS, INC. #3 STEL @ 12" OIC E.W. 5.5' PES A„ a 6" THICK (NO SCALE) WITH ARTICLES &&1 THRU &e: STEEL-TEX FORM OR CYCOLAC MAIN DRAIN iI L OR KRAFT WALL FLOOR THE SLOPE OF THE FLOOR FDM THE 22' 3' #3 @ 12" O.C.B.W. SHALLOW END WALL TOWAREd D FP N TE:FORDEPTHSGREATER AREASNALLNOTEXC�1FOrIN7 °D AN 6' ADD 1-#3 COVE BAR @ 6" O.C. 25' _PICAL SECTION THFU POOL RAY REINHARD TO PUMP (NO SCALE) BED PE # 47041 4 %" THICK WALLS SHALL NOT SLOPE GREATER THAN 11 0 File CODY, ORIGINAL A FND R&C TP EL= 15.13 NAVD m �109 FND 5/8" R&C LB 4942 ON oo S t00QO I oO v O 8 t AIDS Ile lip I 1 %11)A ti4'HWFCOR E 0.90' ON PL N&5 �h g tic0'•' tiA� f.. FND 5/8' R&C LB 4942 m ro > FND 5/8" IR NO ID m N 0.70' BM I FND R&C TP EL=14.69 NAVD = (n N m OD O ORIGINAL �C (HELD) 5W COR OF DUNN ROAD PLAT t FND 5/8' IR NOID TRACT 'A" (ADDITIONAL 5- R/W DEDICATED TO ST LUCIE COUNTY) TRACT"A" (ADDITIONAL 5' R/W DEDICATED TO ST LUCIE COUNTY) tF10j 5/8" IR NO ID 4 O WHITE CITY SUBDIVISION NORTH PORTION LOT 118 FND 5/8" R&C LS 4942 tr. N QO pO WHITE CITY SUBDIVISION MIbbLE PORTION LOT 118 FND 5/8" PAC LS 4942 LEGAL DESCRIPTION: LOT 5, DUNN ROAD ESTATES SUBDIVISION, A REPLAT OF PORTIONS OF WHITECITY SUBDIVISION, AS RECORDED IN PLAT BOOK 1, PAGE 23, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 0 bUNN ROAb ESTATES SUBDIVISION LOT 1-4 (VACANT) FORMBOARD TOP OF FORM EL- 17,72 5 45,16" E 550-66'(P&M) {AAA 1 5 89°45'16" E 570.78 LOT 6 (VACANT) N PORTION LOT 118 (OCCUPIED) FFE= 16.65 ADDRESS: DUNN ROAD PORT 5 f. LUCIE, FLORIDA 34983 SOUTH LSNE OF LOT 113 a ( Paii!', iiC as ZNG. TECH. al I FND 5/8" R&C LB 4942 w Ril I* j£ 9 b ,0 t�q.,y.tl 49�h I II �II o. FND 5/84 R&C LB 4942 4' HWF COR II 5 2', E 24.7- % LA 0 3i =$ v m SE COP OF DUNN ROAD PLAT FND 04 CM&D ILL 5 2.15', W 0,82' LEANING SOUTH ABBREVIATIONS LEGEND ANC = ANCHOR BM =BENCHMARK CL = CENTERLINE CONC = CONCRETE COR = CORNER CM&0 = CONCRETE MONUMENT & DISK CS = CONCRETE SLAB EL = ELEVATION EOW = EDGE OF WATER EP = EDGE OF PAVEMENT FFE = FINISH FLOOR ELEVATION FND =FOUND HWF = HOG WIRE FENCE HYD = FIRE HYDRANT ID =IDENTIFICATION Z ILL = ILLEGIBLE to IR = IRON ROD - LB =LICENSE 8U5INESS 7D (M) = MEASURED DISTANCE NAVD = NORTH AMERICAN VERTICAL DATUM 0 NSLRWMD = NORTH SAINT LUCIE RIVER WATER MANAGEMENT DISTRICT D OHE = OVERHEAD ELECTRIC �► (P) = PLAT DISTANCE PL = PROPERTY LINE tom- R&C = ROD & CAP R/W = RIGHT OF WAY 4�h TM = TAX MAP TOR = TOP OF BANK W TOE = TOE OF SLOPE TP = TRAVERSE POINT I WV = WATER VALVE r = WOOD POWER POLE =SPOT ELEVATION a°j LOT CONTAINS 105,975 SQUARE FEET OR 2.43 ACRES = 100%. HOUSE, COVERED ENTRY, COVERED PATIO = 4,702 SQUARE FEET = 4.4%. DRIVEWAY IN LOT= 6,950 SQUARE FEET= 6.6%. CONCRETE SLABS = 70 SQUARE FEET = 0.07%. NOTES: PROPOSED POND = 6,183 SQUARE FEET = 5.8%. POOL & DECK = 779 SQUARE FEET = 0.7% SUBJECT TO ANY APPLICABLE EASEMENTS, RI6HTS-OF-WAY, OR OTHER RESTRICTIONS OF RECORD. OPEN SPACE = 87,291 SQUARE FEET = 82%. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO CITY OF PORT ST. LUCIE 6I5 BENCHMARK oANT" EL =15.19 (FEET) NORTH AMERICAN VERTICAL DATUM 1988 (N.A.V.D. '80 BEARINGS SHOWN HEREON ARE BASED UPON THE PLATTED BEARING ALONG THE EAST RIGHT OF WAY LINE: OF DUNN ROAD. HAVU46 A PLATTED BEARING OF 5 OWOO'00' W. ALL OTHER BEARINGS ARE RELATIVE THERETO. LEGAL DESCRIPTION PROVIDED BY CLIENT. PROPERTY LIES IN F.I.R.ML ZONE "X`, AS SHOWN ON MAP NUMBER 12111CO276J. DATED 2/16/12. 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. 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 THI- SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. BOUNDARY & TOPOGRAPHFCAL SURVEY FIELD DATE; 8/03/16. FORMBOARD SURVEY FIELD DATE: 02/24/17. UPDATE FORMBOARD SURVEY FIELD DATE: 03/06/17. CERTIFIED TO: JC & SONS HOMEBUILDERS, INC. ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM) #6285 Z` q m�h0 h J�OV�N OJR.,iQ: V t �Wa3yN Z H n W W CL c1 1 I Q Z U_ I to Q W 1 1) 0 0 o� LL 00}©W W �0�0 QZ V)a W V) � a0 Q V) D 0 U DRAWN BY: G SANTOIEMMA APPROVED BY: R. KEMERSON SCALE: DATE: 07-25-16 FIELD BOOK PAGES DATA COLLECTED JOB NUMBER: 6-111 SHEET: T OF