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ForGreeng es
l / Roof seams
wont?os`
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End Posts,L22 f &S•(
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To
gave Beams 2"x 3" 0.050 T6
2f 2.'' 3 Top Beams 2^x 3' 0.050' 16
Purlins 2"x 2' 0.044 T6 n
ti �,.J S°l �, urLins 2"x 3" 0.050' To
-i \'
-( Chair Rails 2"x 2" 0.044 Ts
a y X3 Base Plate lx 2' 0.044 Ti Cou inuous
S�aa
Carrier Beam T5
Fans —
_ __ / ___ ___ ___ ___ / __ icYStren*h
Commenis
This design is valid only when built
strictly in accordance with all details
of the sealed drawings and specs.
Contact James B. Whittum for
I revision approval.
Certification of these drawings for any
purpose shall be done by
r Y James B. Whittum, P.E.
CO b These plans are valid only when signed
and sealed by James B. Whittum, P.E.
Ts design is specific to this job. It is
not vali as a standard or master.
James B. Whittum, P.E.
Pla purchased,by: FL#0027689
8533 Acorn Ridge Court
P rmi gAut ority: Tampa, FL 33625
4
813-926-9719
N e: The ins llation of
aluminum structures requires Job: r
special skills.Care should be p�
taken that installers have the Address: UL
Seal required training, qualifications
or license to perform such work.
Contractor: (�
l,s =1` Sh_ t of
SEP 1 5 ZQC3
�crcen Itul►f. "creel% 'Sidi` \c,. o 2
Ccr,rec`•kr;shcfA for Af'W avOy 3' cr• 4'x "r hat ;.+set �s'a«i2`a
Atumr -' Roef cr Carr'tr its, to Karscra connectkn at .c. SAL hell :: KJ. Platai
Fsp 1'•2. Orscy'9 &tn%o tcrttA •tiffs teAft CQrWrectt-'n to Vall Cwtct ltrtt,t YiYx1G4,' or 3'xJ'x0G:0' 2 •;.• i2' S_ L at tsch txract
rile faf`•art4 tr%h 2 •tCS.KS 1/4' comroto, e/2 •Sall 1/2' Lm- Stdtclt e11 110.3/a. I 2• S.t3 r�ttrr r%e"r r rtes+ tram
5 Ce ttt t5 t �r3 Nr.
arrl'ors or 'rta sort• bessos � t so.tU ',ut'tr -ra lased cr-,c: ,1 2 ttJti"
JLC7
w/2 •14 x 3/4' 1x 3 OA t¢ t� ;
s" �' 1's)r)Lrw6DW
I r 1•�c2' CL Fasten! to 2':L" h2 I +--_ Et�tLq ec9d n.. fsse'a
t f/1 •1Cxr 1/Y SAKS. 24'c/c 24 110x7/4' S1tS I 1 on ti-.flat at za 0,C.
s F �' At tact Hussat<J0 for ZO LZxiC)
, Come 2 t/VX l 1/2'x0.4,3' U-Chere-44 C•'cs \ -?] tr� Charrtt at lash to p.ttar Cvrsct�cr+ a/] si7+JJa
Y7or rrar* a/2 110x1/4 on to. sde �+ as t.1♦ cr 2'xYx:9] }as r• a3 s�1* s/. 110x3/a'
�.� i .. VILd L4flax-/4• intoPost
"t tAU BP'CG AT EACH FlPL N
j1F • • notrltit4 to meths bran 4{ro'J+S z5£5
Via& irfI 4 / toll 2 ,1C1/ cr 2x4 He & `----
to slat. r--
\\ t t'x2 GL I Rot Q - 1 0/l *1'x1/4' on taw lido % PFE-yrtrCAttf
Parcel Faster" to pest ./2 .;f cze rat corVWCtks
trtP) •14x2' S 4t
dsrr..l Gr into scree SPUr' 1 2'xY C/Rol �, — ---_-
2'.2•x.0!-' •r-rtt an w sett of beta top 1 battcA — -
Ptr'Lt I Pct Spiob' Varstf Set Sorts 14Trf•df Pcat stctfon M. �S
'rd 4 ?? V'Qtt on tco of 2a"??S+L
plwirxxt Btert Carrtet:tfon to Valet stth 1/4'x2 V4• TaFcon Into cor�tts -7.3ti•G7iS i r:
t c,�c, xY3
at to sect of po s st4.por tf�p SAX a» ACT rG / +'
Fn Iran MW Puri /�t 4 4 f p J v P f r t 5 ,i' c? :`� x r D , Prsn
Var< 7,`1 I - Sd(6Nfl6x[xl� t mesh k' staff r'7 c
ltsn Mof11f .t4 ?•afi9 � or (L44 mesh concr.tt. r
RPJ �Y�i
Sr\S St SJti 4' --
.' stall
7r8' ro�y+t bolt mil rvt f
✓au.blt ruts 4 i M. K tie .aside
- - 3 3 3 V V 4'x2 4' Tapcom. 24'tl.C: .
Zs7 t c �• Prat „r otres SLA 8 3' Mtn. rs s s •!=+ ' r:`'n
3 Beans In Design
•.w ti1)t 1r1CatillnN: .liutnit trm F rattle Structure
L CanQtt. meteors t. 1. V4' 17ar- 2 V4' r-#tat. or LIGht flar+ge Heavy flange
�ry c AnC•ors or 4' rive Ccnarat. l+.fs. Srzt STzt �t.reed Il t)uf. �t ret n
sr.. 1 V
tiilles
. C VLS t' or "orle P. I •trctt/sl soo . 1,r Olt Flru _i ( ..1r, :N14.
- 2.Lt1L44y4044 2x2.4.444.,.344 ,tth ax►5& .11U6 SuPeltntant.
2s J,1 Q31A90 br 34. — ---- //1
zx,.a9� o Zx4a.Uoa93o Oe,ign Vint! Speed, j - j L
(•Uut(Jon. i. . l V�.�
Y `? 2x4AA44,3L 2x4.S1t144,03.24 11-- 111 �/ (►,f
LI
2x 3,R900A133 2x3,70.30.D1}3 -RTtJ SQte.+ i 1LS4 nes4+ . .: y 1 Vr f o.Y u-cr+ ,rt a�. [ 13
E111fe� �_._ ---
HIP PlicLl!! LCN?1ECTIG4 Li7'1"17UZ14 ?x9.0412.0]10 trrcetirce ractcr 7-7 i Screen Sc.�pertjl L/60
Ywi•�3/N 2}I00IIS241t7 2x10,0.092.1187
r. SVrsp ate 3uA� r9 Cattccry F Alt ott'tr L/12'�
VJr d SS catPesc1271 lfl) U libr2' ar VIx2 V4' CGtn
tt draw mat •te ens to bW40 �y c •t4 nno+or 12'c/c Gutter Bet" at Roof Pent# L Edge Sean
C.trva•41 o• r ►yrtak formed For Y trsvttted parets ►nstat tnttrnol Press CCtff. WA
.r.. ,taatr 444' Woss tith roster p.r panel
'rt Ve#2 V4' • • �1S itxJ/• For rsor L Sc,.en st,alt ha.• 5,7X ar yeotor cy &7rq.a.
ArKrrr• hta cent y ROOF Perot T . Pvti, 2, xl at:lvu, art.z.tans shall be Aatoy a* as] or T1
�E • 3 T1)1 St Q-.ø'.r.ss of ae tati-u s well o• as sac-+ 1 :rt des'.r�
Post arat Vali Cet4LA CcrrKt-c, Super Gutter Stsr�arI totfrcnc• small c• Yt 50004' 4,'(i wet+ crt
To It u d L1K1< and F COtQf ' .y on�L ds L vats, t�4 E ttscx?. x viva A1scc otkx, Src
Section alloy 6Q63T6 - 4. Scrt.s *alt 44tcy 2cz4-r4 cr xa :.r'as Statss Stet,_
S S9tt1 s'sU to AUcy 2024-T4. ^,a1'OrVZtd Stott or )t) S*r'tf
irse. r •fdt ary-tt St4.kdtif State.
SaretA Y4X 6. k+d,or tilts shoo b• C,oLv%r4dtd Y 300 S..-'es Staii.ss Stott.
from 11L Uso stocu f •� Ex " resM*r,ct
t•eaw btsrfr•g print f mac s or cr xr a to 7. t•rriraia 2S day c crcr o asr.t s tr rig th for c arcr e t t st 1i t 4 2`c3 p s1
Ibst rtP 2'4 '', 3 .r.44 a4� -#V 1/4.4 ' •aft u, 334• SAS 4ain Tenn P.241or�Sry bars to tt +S P4 A-x613. Oran. 6s
tspeim .n 4t. 11406 tf s4VWt*V r pp r � 0.99] Rot Q -,�ai 9. }frlta� sort oeuMg cnptdty st'sil bt 2C'33 9sf.
ppaasst steel Oft L4CIC On b4t1 - 10. Corxr.to archers at+.0 I. Tspecm' sleeve ulcr-re Sr alter rrlu'-J
Ysi beta. G..t 9170 Extr-.ae. Atvc cI ere,ofent s:rtr�,�tt Arcl+css s)^ai tar*tratt n u ere c.r+cret•
Cxtter feCtlon Post or 1 r-K
eannrction to SL The perr•it Colder shall var<fy *-. aa•�.acy of 134 •-'strQ
Toe Y,f ■ -!4 wall rT1 tyc 11* t.'elax /4' str• to ,.. o<. * trt res -• cse4 'cads (..Lit -' toc•O
how •rt#• bet+ SJLI I vsx— THIS CESIGN IS SPECIFIC TO e'Cers yam o• 2 `ct,. r o Ccrs
xtt ieinit„ t Cables stave t♦ OA S.r'ts Starl.ss St.tl of tY3 ' • sir. :H.
4, V SIEE T 2 ❑r 2 IF`ra.t AS A`ST R13 1]
fl. m.tts fray. of trt Cxa arct;srt JAMES ?. `dH I T TUl, P.E. J❑ rJ: - (�L
Lr root.- Y ■ V P �r »-tit bt bowel to V- berdel FL 0 CC27669 _`
.of tt.t :coL Csrr••ct«, al•ari *4 with ACM4 RICCE CT.
• said 1f or t4w,er c^CGer •:e. wtgt J p y�
1 «s'7 ,�►.:zs rrsct�►s nr ass rot ar T813 451 97193625 �' �� T fii L. T U. 1.� ' �r l -r� -�f I _���/.� / Beta CxJ�rms st K= 1319.43G-x -- 11 �Lz1 L- )
SEP 1 5 20'3
GENERAL DE51G7J REOU1RElAENFS ;.rkA A 464!IRE34ENT BUILDING COD 4-2 and ADO(T10NAL NOTtS:
DESIGN DI 1 SIONS SHAD. COMPLY WITH spec iFIC.A1IONS iN MAXIMUM WATER DF3'TH 4, MAXIMUM SEAT DEPTH 28', MAX. RESIDENflAL 2404 CHAPTER 41/R4101 1. POOL INSTALLATION SHALL BE BY A QUALIFIED AND UCI2HSZD 4PPCQ
ANSI S?i 5 RESIOENTIPL. L'GROUND SWIMMING'POOLS BASED FL QOR SLOPE 1:12 HE POOL CONTRACTOR 5 RESPONSIBLE FOR FURNISHING Ail SY LLC1.CO BUILDING D ALL LO ALT POOL CONTRACTOR, THE FS sp L AI10N
/1d SHALL CONFORM TO LDC.M.'BUILDING CODES. ;� PERMITS SPEC1F1GkflONS,
ON THE POOL TYPE AND NSPI 3 PE,RMANENT..Y INSTALLED STEPS: N. TREAD 10X12, 7' MIN. RISER. 12" MAX. RISER DE7A1L DESIGN REr�1IiRE�,AENiS FOR EACH s!0!VlOUAL POOL N CODES, RULES, iN5?ECFiONS, WORKMANSHIP, ETC.
RESIDENTAL SPAS. EXC'PPT THE 9CTTC1.1 STEP MAY BE 14' IF iT iS THE SEAT. AC AN CORCCE MTU Ti-IC FLORIDA BUILDING CODE, AND AL
SEE ANSI/NSPi 5 FOR DMING HATER LWELCPE NTERMEDATE TREAGS ANO'RiSERS TO 3E UNIFORWW. CCNSTRUnC,4 S-AU. MEET Al APPLICABLE CODES ILlCLUONG 2. T ICAL PROPERTIES OF A REi'YFORCED FIBERCLASS'POOL.:
SLICES SEALL MET THE MANUFACiuRE�'S .NSTALATION iF THE SPA 5 0PUWED iNTERMITE'ITLY IT SHALL HAVE A ONE PLUMBING, ELECTRICAL AND GAS. PIPING SHALL BE SGH: 40 GEL C'OATfi50—NPG MIL Application 25
REQUIREMENTS. HOUR TURNOVER. iF CONTINUOUS A SIX HOUR TURNOVER PV MAX.
C, NSFpw, PRESSURE VELOCITY 10 FPS. SUCTION 8 GLASS CG`1T�,'T 8Y WEIGHT
BMX
ENTRY/EXIT: SHALL COMPLY WITH ANSI/NSPi 5 AND NSPi 3. MAXIMUM TEMPERATURE 104,DEGREES. FPS. THE POOL PLAN 5HAJ_I. SHI" THE DESIGN PLUMBING AS TENSILE STRE'JG Et PSi 18733
LADDERS. UNDERWATER SEATS. AND SWiMMOUTS (MAX.20' BELOW MEET AtN51/NSPi ARTICLE XVII, SAFETY NSTRUC7lGN/SAFETf SIGNS. PER THE SAMPLE 'MTTH THE INFORMATION REQUIRED SHOWN. TENSILE ELONGATION 1_u
WA.). PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET MAIN DRAIN PLUMBING SHALL. BE TWO DRAINS SEPARATED FLEXURAL STRENGTH, PSI 43123
CIRCULATION SYSTEMS, COMPONENTS AND.EQUIPMENT SHALL LOCAL CODE IF GREATER. 3Y 3' 'WTiH APPRCVfO ANSI/ASME A112.19.514 COVERS. AS,AN FL XIJRAL MODULUS,-PSI (X105) 1 37
COMPLY WITH NSF 50. ALTERNATE THE APPROVED DRRANS MAY BE PLACED ON DIFFERENT CCMFRESSNE STRENGTH SI 253DO
THE MAXMUM TURNOVER RATE IS 12 HOURS. RIrA y REDUIREVENTS PLANES. TiHE T,t'D DRAINS SHALL HAVE A COMMON SUCTION TYPICAL TT-iICKNESS, NCHES 1/4
FILTERS SHALL HAVE AN AIR RELIEF AND PRESSURE CAGE. LINE SUCTION GRATES MAY BE USED iF APPROVED AT A 3. POOL SHELL SFIV1. BEAR ON UNDISTURBED SOIL. FREE OF PEAT, MUCK,
PUMPS 3 HP AND LESS SHALL MEET ANSP 81, CORROSION WIRING AND BONDING AND ALL ELECTRICAL TO NEC ART, 580 MAXIMUM OF 1-1/2 FPS ANO THE SUCTION PiPING $
OR LOCAL CODE NO OUTLET OR OVERHEAD POWER WTTTHIN 10', RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE Oft OTHER DELETERIOUS MATE�AL OF ANY SGNIF1CANT AMOUNT
RESISTANT XIM STRAINER AND'MEET THE REQUIRED FLOW. 4. BACXFILL MATERIAL MUST ,NUT CONTAIN ROCKS CR OTHER MATERIALS TEAT
SURFACE SKIMMI�25 SHALL MEET NSF 50 AND THERE SHALL 9E IF WRHiN 15' PROTECT BY Gil, TRANSFORMER MIN. 10' FROM SUCTION PIPE SIZE..iN ADOlflON A SAFETY VACUUM RELIEASE
SYSTEM MUST BE INSTALL. THIS MAY CONSIST OF AN AIR COULD r kMAGE WALLS.
ONE FOR LETS SHALL
SOUNILE FEET CF SURFACE AREA. BOXL. 8' ABOVE WMiER, J BOX 4',FROM POOL, CRASS E J RELEASE SYSTEM THE VENT PIPE SHALL BE TIED TO THE 5. POOL. TVRNC'YER SHALL BE 12. HOURS, MAXIMUM WITH HI-RAW RAPID SAND
RETURN S INLETS S'EA11 3E A MINIMUM OF ONE FOR EVERY BOX ORAPPROVED.TRANSFORMER WHICH LVFUi S FlRST DCCEPT WHERE MAIN DRAIN LINES, SIZED THE SAME AS THE MAIN DRAIN FILTER (MIN. 18' DlAM. OR 1.75 S.F.? ,AND PROPERLY GROUNDED. APPROVED
500 SQUARE FEET. PVC IS SUCTION LINE AND BROUGHT SACK TO THE FILTER PUMP
HEATERS SHALL MEET ANSI-221.56 OR UL1261 OR UL559 LOCATION, EL9CvVEO UP AND OVER WITH A GRATE FAR (IAN. 3/4 HP 'W/22'tY/29 CP.R ID T.D.H) HAYWARD OR EQL;AL},
DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50. 8. $iF�S OR A UDDER SI AIL BE PROVID® AT HE SIHA! CW END OF THE
PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET PROTECTION AND LABELED `SAFETY VENT. AS .lN ALBBERNATNE POOL
LOCAL CODE iF GREATER THE SAFETY VACUUM RELEASE SYSTEM (HERS) MAY BE 7. HANDRAILS REQUIRED ON SOME POOLS.
A4 APPROVED VALVE MEETING :APMU 100180-2001 a. H. INSTALL LOW VOLTAGE LIGHT AS PER N_EO 580.PIPE SlZLNG CHART (MAXIMUM). SICMMERS 00 ,NOT REQUIRE PROTECTION AND MAY BE
DESIGNED FOR 30 GPM SUCTION. 9. DING PLATFORMS OR DMuNG BOARDS ARE NOT TO BE INSTALLED
HE FOLLOWING SHALL BE LABEL 'WITH RED LABEL ON THESE POOLS EXCEPT FOR THE BIG 9UIE KEY;:.POOL PLAN.
pig �iCIl4f� PRESSURE 1.IAXF_R TAPE AT THE FILTERLOCATION: PPE. VALVES, THIS POOL MEETS THE ANSI/'NSPI-6, 2003. DING POOL REQUIREUENT5
1 I/2 50 G?M 65 GPM 'SAFETY VENT' OR 'SAFETY DEVICE•, PUMPS) OFF SWITCH. FOR 0. DFtR�lC AEHURRlCANE NAROOLS. ALERT, HIS POOL
2' 33 103
I HERE5Af CERTIFY T}iAT 11iAVE DESIGNED THIS AND IT IS ST;AU. BE FILLED WITH WATER.
2 1/2' 119 147 N CCMPL:ANCE ,HRH THE FLORIDA BUILDING CODE 424--2 and 11. THESE POOL PLANS MEET' OR DICEED THE ANSI/'NSPi 5 2003 RESIDENTIAL
3' 184 230 RESIDE*A"AL CHAPTER41/R41O1 iNCROUNO SWIMMING POOL MID ANSL/NS?1 3 1999 PERNANENTLY
4' 317 398 ANSI/NSPI-=3 1999, STANCARD FOR PERMANENTLY NSEA LE0 INSTALLED RESIDENTIAL. SPA STANTARDS
SAMPLE ONLY SPAS AND SWIMMING
POOLS.O 2003 STAHCARD FOR RESIDE'NTiAI. THE F'OLLCWING CODES ARE TO BE MET WHERE .REQUIRED
iNwRDUNO SW MFAiNG
FLORICA 7UILDiNG COOS-BUILDING 2404
EACH APPUCATION FOR PERMIT SHALL SHOW A PLUMBING PLAN N ACOMON TO ALL OTHER REQUIREMENTS. FLORID BUILDING CODE-MECiHANIGAL 2004
PLUMBING SHALL BE BASTED ON A TOTAL DYNAMIC HEAD OF 50'. E1.CPoGA BUILDING CODE-PLUMBING 2004
FLORIDA BUILDING CODE-FUEL GAS 2004
POOL VOLUME 15,000 GALS. 1997 STANDARD SWIMMING POOL CODE
PUMP: STARiTE PAEASD, 3r/4 HP 40 0F14O 00' TURN OVER: 40x60 - 2400 15,000/2400 - 6.25 HRS. 2005 .NATIONAL. ELECTRICAL CODE
FILTER: STARITE PTM 50, SOGPM CAPACITY O 1 98-78 BUILDING CONSTRUCTION
,PALL CRAiN/SUCTION FITTING: HYDRO AIR 1G-88Od—IA s ACMNISTH.1iVE CODE
VENT SCR HAYWARD SP1025 `%(�O\i�MAIN r om DECK 'T DRAIN: HAYWARD SPIG49AV OR 1035 AAS (OPTIONAL} [Z fNa (- SPtLE ELECTRICAL REQUIREMENTS:-
NR
Q• • G warm �a =N LING AND BONDING A.*m ALL ELECMC.A.L TO
COMPLY WMCILAFCE 27,FLCRII3A3=I2'TG
a, c v CODE FS C2004 AND TIM 2006 SENT,CHAPTER 27
41-: a/s^ '„ ETLECTHICAL,:�C SE('T3oN 680-i.6(c).
• L. Ik O 2 z2zoa pm w/aa tcxio ..- OR � '
FteEP„zsi At 1.8 i/cY 3 3A 12`X 12 BENDING CPJB SHALL EXD AD 1'HACXFROM INUDEWALL T14SSR1D
{ ECX 1w nc E 1/5 ER a •]OE9f�IQ2':lEE5IIARILT HAYS i7J'BS INTELQRA.L'NT•I1-THE POOL RENPOR4^J0.3ES
LYTM I , ? g`t r a g'EQUIKEIdEN1�M I SHEET.
POOL DOUBLE WALL DRAINSa' •[D ,g�,`i.
TAUPEIR PROOF PERIMETER DECK DETAIL N T a J� t: yj
(SEE•NOTES) - vU-' 1 a ,
SPA 3' _ 4 4
' ".1 L 4
E0It'AVFXT Y TO t2' A„�
POOL DECK/ CSWtka v1,'3� :LE(OP1'T
DOUBLE ORA1N3 'F:_.i
REQUIRED OPTIONAL CANTiLFVER DECK OR PAT1O DETAIL N,T.S
TAMPER PROOF C s rr
(SEE NOTE)
VENT v d
t�Cl tL '`2�
:1.E E� �ai ?'e'I✓i1 �- i=��::. _
1-1/2" 40 G?M oic P ew �X y U ≥GT T ;V'. i1 w , ;j Y� 0;23 �• 7
zaoo ev'wAtxs tuna and OR i 3 i T'�" (O „ i�..o_
1-1/2' 30 GPM POOL CiPJNER et E5H AT t� ffct trtor.°-T 1 rOrt`3 J�•f tIL'T` l
1-1/2' 30 GPM
OPTIONAL BRICK/PRECAST DETAIL N t O•'t
t e'1' ' j
2' i0 GPM ..e' f T V .
FLIP 2' VENT - •1 f
FILTER .. __. —• _
GARDNER 8. COLLINS, P.E. __
PROFESSIONAL ENGINEER 9702FI
1268 ROGERS S i REE I P00k ERIC
HOUSE CLEARWAI ER, FL. 33756 !
727-442-8^43 FAX 727-^-,42-0 _�
CF:BQUNJ3 R Y SURVEY
DESCRIPTION: SURVEYOR'S NOTES:
LOT 13, of SILVER OAKS PHASE 1A, accordin to the map or plot 1. This a Boundary Survey, made on the ground under thesuparrison of a Florida Registered Suveya
qp and Mapper. Feld survey woe compieted on 03/13/08
thereof, as recorded in PLAT BOOK 30, PAGES 51 & 52, of the
2. 5earinga are based on: the Southwest boundary in. of LOT 13 as-
Public Records of Pasco County, Florida, N. 50•58'58',V., as oer olat.
3. No underground uiilites, underground encroachments or building foundations sere roast-ad or locoed
os a part of this survey, unless otherNisa shown. Trees and shrubs not located, unless otherwise sheen.
PF.I.R. 5/3- This survey was Conducted for the purpose of a Boundary Survey only, and is rot intended to
// NO {D delineate the regulatory Jurisdiction of ary federal state, regional or local agency board, commission or
state. regional or local agency, board, commission or other sirnilar entity
3. This survey was conducted without the benefit of an abstract of title.therefore, them may be other
N/ SCALE rights--of—xcy, setback Gnes,ogrsements, reservations, restriction, or other simirrar matters of
public record, not depicted on this survey.
1 c 30' s. Food zone determination based an a scaled interpretction of the Flood Insurance Rate taps as shown
S hereart, prior to construction, Building Department should be contacted for verification of flood zone.
7. Attention is directed to the fact that this survey may have been reduced or enlarged in size due to
reproduction. This should be taken into consideration when obtaining scaled data.
a.Ra-.se of this survey for purposes other than it'ea,intended,without written verification,nit be at the
r re-users sale risk and without liability to the surveyor. Nothing herein shall be construed to give any
/ /
rights or benefits to anyone other than those certified to.
O1Q, / 9. 'HIS SURVEY 40T VALID WfhiOUT THE SIGNATURE AND 0RICIhO, RAISED SEAL OF A FLORIDA UCENSED
/ F.I.R. 5/8 SURVEYOR AND ,4VPPER'.
/ PLS 14650 LEGEND AND A88RfiM77ONS.
C9 /, F.I.?.=FOUNO IRON PIPE F.C.M.=FOUND CONCRETE MONUMENT R/W=PJGHT-OF-'HAY (O)=DEED
F.I.R.=FOUND IRON ROD F.F.E=FINISHED FLOOR ELEVATION P.B.=PLAT BOOK (F)=FELD
/ A/ i 0 T 1 4 S.I.R.=SET IRON ROD P,0,B.=POPFT OF BEGINNING R/W - RIGHT OF`NAY (P)=PLAT
A MC
'3'9 S/W=SIOENALK P.O.C.=POINT OF COMMENCEMENT 'N/F='wOO0 FENCE CH.--CHORD
,� ^ , S.P.K.=SET NAIL& DISK O.T.T.=GRATE TOP INLET C/ WU L-CN LINK FTNO.=FOUND
0p r1 p 3 A/C=AIR CONDITIONR O.R.=OFFCAd. RECORD BOOK ESM`T.EASo,ENT (R)=RECORD
r _p_= RHEAO POWER D.B=DEED BOOK ELEV. - ELEVATION CCV.=coV1_RED
-T-=CVERHFAD TELEPHONE F.P.K.&0.-FC'JND NAIL AND DISK C/H - DRIVEA'AY PO.=PAGE
Conc. 1 MIS.MASONRY P.C.P.-PERMENENT CONTROL POINT C.B.-CHORD BFARNO TY?. - TYPIGV.
,� y raZQ CONC.=CONCRETH P .-POINT OF CURVATURE RES.=RESIDENCE (C)-CALCutATE0
ry Off• / X-100'=TYPICAL ELEVATION C.M.P. - COiREGATED METAL PIPE P/A�OOL PUMP ASSEMBLY
A/C rA{ N/K=NOT RECOVERABLE R F.P. - REINFORCED CONCRETE PIPE W/C=WETNESS CORNER
/ / I FNC-FOUND M._S.=MITERED END SECTION
PLS5/8' / W/F=WOOD FENCE P 4.M. . LhTIGNAL T DETIC✓VERRFCE MONUMENT
PLS J4650 F/W FlELDWIRE FENCE N.O.V.D.=NATIONAL GEODETIC VERT1CAt. DATUM
o rv/ F FLOOD ZONE CERTTFlGIE This is to certify that the property shown hereon falls
�} ij/,p, D 1J i I with Flood Zone 'X' as per the Flood Insurance Rate Map,
Con B 'rr Rj-�C Cornmunty Panel Number 120235 0005 C ,dated 12/17/91
780• ��/ Conc. gs• '�� R ��� CfR17FIED 7Th
<¢ x� o `ti ti Jeffrey&Judy Berry; SunstateTitle
/ o�s�, 9' n . Agency, Inc.; First American Title Ins Co
T Wachovia Mortgage
/ /
PLS #4850 n y
�� � s� I HERESY CERTIFY THAT THE SURVEY REPRESENTED HEREON"BEETS THE "MINf�4lUM
TECHNICAL STANDARDS"FOR LAND SURVEYING IN THE STATE OF FLORIDA:
tS 1/2' CHAPTER 61GT7-6. FLORIDA ADMINISTRATIVE CODE.
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F.I.R. 1/2 s
NO 101 S. 2550'56"W.
5.82' (P)&(F) Eddie Jenkins, P,LS
PRO MI. SVRbEMR A PNAPPER
L 0 T 1 2 FL0RL0A REGISiR AnOFl NO. 33J4 Certifrcata of Authortzotiorn W # 6859
J ,9' Revisions Data 4evisiccs Oats
P.C. J.A. F.B. LL Pg. Job # 06603-21
CURVE DATA PITS ,14650
Draft C.J. Station# 4 S-T-R.
C-1 / o�P
DELTA = 08'45'33
RADIUS = 490.00' i�
Check E.P.J. Misc. Bourld�ry Sheet 1 of 1
ARC = 74.91' / @ôôi
P
CHORD = 74.84' (P)&(F) d
N. 34'38'23 E. (C)&(F)
0-2 SURVEYING AND MAPPING, INC.
DELTA = 1737'03" 1900 HIGHWAY 41 NORTH, SUITE 101
RADIUS = 490.00' LAKE FRANCISCO PLAZA, LUTZ, FL 33549
ARC = 90.81' PHONE (813) 948-2666 or 948-2999
CHORD = 90.68' (P)&(F) FAX (813) 949-5817