HomeMy WebLinkAbout649 Glenway DrPermit # : oka- I T4
Job Address: 1 Glen
Description of Work: In5tul l
Historic District: Zoning:
RECEIVED
CITY OF SANFORD PERMIT AP L CATION
Date: I -2 3 -06 JAN Z 4 2006
Dri ve,
mmi EYa Pbol L oHh Core. 'Deck
Value of Work:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool X
Electrical: New Service — # of AMPS
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets
Occupancy Type -..Residential Commercial
Construction Type: # of Stories:
Addition/Alteration Change of Service Temporary Pole
Replacement New (Duct Layout & Energy Calc. Required)
of Water & Sewer Lines # of Gas Lines
Plumbing Repair— Residential or Commercial
Industrial Total Square Footage:
of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: 31 — 1 1 — 31 — 500 — 01 + 0 —
Owners Name & Address: t>avi C1 4 Sal y U
Contractor Name & Address: I
PC) Box :zal Ze
Phone &Faz(S—!X)385
Bonding Company: n 1 a
Address: —"
Mortgage Leader: —'
Address:
Proof of Ownersbip & Legal Description)
Phone: (3ZIT 777-
1%YA1a5s
Z / 1 S , '_Staate,,License1 Number CPC 0 S O —0
p
ontaa Person: Lam+ ,t 1=Sbl Pbon 1' 383— 09 S
ArchitectlEagineer: GC1rZlt'lC'r— WI U rM Phone: &2-0'142-54
Address: 12G8 lzaaem CI Qalr'w0. , Fi_ 337C- SFazi-M7i'2- (09 g Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, etc. OWNER'
S AFFIDAV IT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction
and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:
In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this
county, and there additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. 9ca
jptan ' t is v 'fica ' 11 notify the owner of the perty of the requirements of Florida Lien Law,FS 7`133 w ao
gnatureof Own Agent to Signature of Contractor/A ent Date E p U DaYi
C4 Una er ood Noem i Keslo rff- W N V o
Print Owner/ Name Print Contractor is Name' c Y CaItoSignatureof
Notary -State of Florida Date Signature of N terry -State of Florida Date E c o
E a Owner/Agent
is Personally Known to Me or Contractor/Agent is _/ Personally Known to Me or`!:E " Produced ID _
Produced ID d APPLICATION
APPROVED
BY: Bldg. Zoning: Utilities: FD: Initial & Date) (
Initial & Date) (Initial & Date) (Initial & Date) Special Conditions:
Fr U-
v
CITY OF SANFORD PERMIT APPLICATION
Permit #:
Job Address: ice" 1 Gt e h we
Description of Work: Cl Z-L-- r/ C:Ml
Historic District: Zoning: Value of Work:
Date: I - 2-3 - O!o
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: 31 — 19 — 31 — 300 — C> 190 — 0000 (Attach Proof of Ownership & Legal Description)
Owners Name & Address: Pav l d * 0.I Ly Unclerwooci
GAci GI en way Dr r;=1, F•L- S2- 7 71 Phone: (3Z i Z.-T7-razz
Contractor Name & Address: P.il LA si- F-LA-St El ec-+ -1 G Services
PaD 22\\8 a ' l(0. FL 32-State License Number: eG 300I•--r
C
Phone&Fa::C35Z)q` 5384 Contact Person: Naem; WeSbt'" Phone. 35-)383-0 Iq9J
Bonding Company: 1` 1 I CI
Address:
Mortgage Leader.
Address:
Architect/Eagineer.
Address:
Phone:
Fat:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a pemrit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. i understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 1F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 7Q.
Signature of Owner/Agent Date Signature of Contractor/6 ,4, Date m N
IIJ *
r
Print Owner/Agent's Name on / et' pCL
Signature of Notary -State of Florida Irate Sr re of NoE
tary-
State of Florida hate E Q Ar gr0
Owner/
Agent is Personally [Chown to Me or Contractor/Agent is _ Personate lly Knownto Me or ProducedIDProducedlDAPPLICATION
APPROVED BY: Bldg. Zoning. initial &
Date) (initial & Date) Utilities:
FD: Initial &
Date) (Initial & Date) Special
Conditions:
r'
RUST ELECTRIC SERVICES
P.O. Box 2288
Umatilla, FL 32784
352-669-5384
Power of Attorney
Date: I -23 —b(o
I hereby name and appoint Noemi Nesbitt to be -my lawful attorney in fact to
act for me and apply to the C HV SoJ, r CA Building
Department for a residential swimming pool permit for work to be performed at a
location described as:
Section 31 Township 19 Range 31 Lot Block
Subdivision:
Address of Job: (49 G (vi via -Y 'Pri ve. , sa,4A--Ford
Owner & Address: TDMVi d f Sat l)/ W1 c1ErWOao1
G4 9 Glen Wad/ t>Sa orel, PR— 37-771
And to sign my name and do all things necessary to this appointment.
W.ze;E
Stephdh W. Rust EC13001437
The foregoing instrument was acknowledged before me this 23 day of Ste•,
2 O by Stephen W. Rust who is personally known to me and who did not take
the oath.
State of Florida
County of Orange
reAr' jer
Notary Public
Roderick E. B1119tte
Commission # DD408741
Expires April 2, 2009
BonOWTigrF ln. M R YIC 104 p6701p
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
tit t i i Ut:. lAl.,
31
DAVID JOHNsoN, cr•A, ASA 1 26 10 7— , r P'4
3.0d 10 i1 461:. 1.03.06.0y
PROPERTY 3yT -
19 2
9--;-1 APPRAISER
100;0 7) l011 ' 19 ei—o •f Td 71 n
0 `7 5.0 70.0 SEMINOLECOUNTYFL—81 A. 8td151IJ \ 107.0—7I52.0 a8.0 1101
E.FIRST ST SANFORD,
FL 32771-1468 4.A 11 1B.fl 407 - 665 - 7506 .23 ,.,
i 850 ,' 1 1 ld w2,
511- 9.0 90.0 11 1 Z 1 211 N 17 2006
WORKING VALUE SUMMARY GENERAL
Value Method: Market Parcel
Id: 31-19-31-300-0190-0000 Number of Buildings: 2 Owner:
UNDERWOOD DAVID A & SALLY Depreciated Bldg Value: $100,378 Mailing
Address: 649 GLENWAY DR Depreciated EXFT Value: $0 City,
State,ZipCode: SANFORD FL 32771 Land Value (Market): $44,823 Property
Address: 649 GLENWAY DR SANFORD 32771 Land Value Ag: $0 Subdivision
Name: Just/Market Value: $145,201 Tax
District: S1-SANFORD Assessed Value (SOH): $145,201 Exemptions:
00-HOMESTEAD Exempt Value: $25,000 Dor:
01-SINGLE FAMILY Taxable Value: $120,201 Tax
Estimator SALES
2005 VALUE SUMMARY Deed
Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $2,432 WARRANTY
DEED 09/2005 06033 1540 $380,000 Improved Yes 2005
Tax Bill Amount: $2,098 WARRANTY
DEED 1112000 03976 0836 $25,000 Improved No Save Our Homes (SOH) WARRANTY
DEED 10/1997 03315 1016 $100 Improved No Savings: $334
WARRANTY
DEED 10/1986 01806 0950 $100 Improved No 2005 Taxable Value: $105,142 WARRANTY
DEED 11/1982 01448 0911 $8,000 Improved No DOES NOT INCLUDE NON -AD VALOREM Find
Comparable Sales within this Subdivision ASSESSMENTS LAND
LEGAL DESCRIPTION Land
Assess Frontage
Depth Land Unit Land SEC 31 TWP 19S RGE 31 E BEG 347.82 FT N Method
Units Price Value 706.2 FT E OF W 112 MI POST RUN E 371.7 FRONT
FOOT & FT S 25 DEG 348
123 .000 280.00 $44,823 DEPTHW 246 NWLY ON GLENWAY TO BEG BUILDING
INFORMATION Bid
Bid
TValue Year Base
Gross Living Est. Cost Num Type
Bit
Fixtures
SF
SF
SF Ext Wall Bid VaNew 1 SINGLE
1901
6
1,
288 3,970 1,288 BRICK+WOOD $84,761 $135,617 FAMILY COMBO Appendage / Sgft CARPORT
UNFINISHED / 792 Appendage / Sgft UTILITY
UNFINISHED / 91 Appendage / Sgft UTILITY
UNFINISHED / 833 Appendage / Sgft OPEN
PORCH FINISHED / 70 Appendage / Sgft UPPER
STORY UNFINISHED / 896 NOTE: Appendage Codes
included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base
Semi Finshed 2 SINGLE 1925
3 680
880 680 SIDING AVG $15,617 $39,042 FAMILY Appendage / SgftSCREEN
PORCH UNFINISHED / 80 Appendage / Sgft SCREEN
PORCH UNFINISHED / 120 NOTE: Appendage Codes
included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base
Semi Finshed NOTE: Assessed values
shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
If you recently
purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www.scpafl.
org/pls/web/re_web.seminole_county_title?PARCEL=31193130001900000&cowner=... 1 /19/2006
Exhibit L-1
Legal Description for: 649 Glenway Drive, Sanford, FL 32771
David & Sally Underwood
Begin 347.82 feet North and 874.2 feet East of the West 1/2 mile post of Section 31, Township 19 South. Range
31 East. Seminole County, Florida, run East 203.7 feet to the Grant line, thence South 250 West along said Grant
tine 246'eet to a point being SS feet at right angles from the center line of A C. L R. R., thence Northwest
aarallel to the center line of said A. C. L R. R. 182 feet to a point being 55 feet at right angles to the center line of
A. C. L R R.. thence Northeasterly 107.3 feet to the Point og Beginning,
AND
Forth a Point of Beginning 347.82 feet North and 874,2 feet East of the West 1/2 mile post of Section 31,
Township 19 South, Range 31 East, Seminole County, Florida, run West 166.02 feet Southeasterly on Glenway
to a point 1'.7.3 feet Southwest of beginning; thence tun Northeasterly 107.3 feet feet to the Ponit of Beginning.
I
1
Power of Attorney
Date: 1-7-3 —Ulo
I hereby name and appoint Noemi Nes itt to be m law 1 attorney in fact to
act for me and apply to the Building
Department for a Residential Swimming Pool Permit for work to be performed
at a location described as:
Section;ILTownship 9 Range J Lot Block
Subdivision:
Address of Job:'
Owner & Address: z)qw; d *4 5cd (y Unazt-wood
49 Cif env,-y t)r. 1=-- 32-771
And to sign my o things necessary to this appointment.
Darren L. Nesbitt CPCO57020
The foregoing instrument was acknowledged before me this7-3day of"- A,.-
2006 by Darren L. Nesbitt who is personally known to me and who did not take
the oath.
State of Florida
County of Orange
Notary Public
Seal:
Roderick E. Billette
A."t; Commission # DD408741
c Expires April 2, 2009
7T, fP` Bai••d Tiq Fin • IrMu•new Inc lOF7BS70W
P.O. Box 281 • Zellwood, FL 32798 • (352)383-0995 • (352)383-6414 Fax • Lic.#CPC057020
FL(NUs RoOK41—G10C "
Permit #
Residential Swimming Pool,
Spa and Hot Tub Safety Act
Notice of Requirements
I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed
at &49 G(e rn Way bri Vey , and hereby affirm that one of the following
Please Print Street Addr )
methods will be used to meet the requirements of Chapter 515, Florida Statutes.
please initial the method(s) to be used for your pool)
The pool will be isolated from access to the home by an enclosure that meets the
pool barrier requirements of Florida Statute 515.29;
The pool will be equipped with an approved safety pool cover that complies with
ASTM F1346=91 (Standard Performance Specifications for Safety covers for
Swimming Pools, Spas and Hot Tubs);
All doors and windows providing direct access from the home to the pool will be
equipped with an exit alarm that has a minimum sound pressure rating of 85
decibels at 10 feet;
All doors providing direct access from the home to the pool will be equipped -with
self -closing, self -latching devices with release mechanisms placed no lower than
54" above the floor or deck;
I understand that not having one of the above installed at the time of final inspection, or when
the pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S.
and will be considered as committing a misdemeanor of the second degree, punishable by
fines up to $500 and/or up to 60 days in jail as established in Chapter 775, F.S.
CONTRACTOR'S SIGNATURE & DATE
Cax9"it-
Zcyrre_n Underwood
CONTRACTOR'S NAME (PLEASE PRINT) OWNER'S NAME (PLEASE.PRINT)
Aiv-
2R%
R Wbetglass
POOH 3,
2 77- !3 Z z P.
O. Box 281 Zellwood, Florida 32798 • (352) 383-0995 Residential
Swimming Pool Contract State
Registration #CPC057020 hereinafter
oiled the Contractor and called
the Owner. 2.
AGREEMENT. The Contractor agrees to build and the Owner agrees to pay for one swimming pool in accordance with and subject
to the following provisions of the Contract. 3.
SWIMMING POOL LOCATION: No.
and I
of Bilk County, City & Subdivision
4.
CONSTRUCTION SCHEDULE: On acceptance by both PARTIES, and upon completion of PLANS and ISSUANCE OF REQUIRED PERMITS,
ESTIMATED constructiongeriod shall be three to eight weeks from date on which excavation first commences. 5A.
POOL Pump
s ' Filter
p• i Ugh
SfttT
Tim AwW
Chlorinator P
Ladder Vacuum '—Er Deck Topping: G
Handrail_>/=-
r Vacuum Hose WT Type C Therapy
Jets Test Kit Color G&I y S. azN Cantilever
Edge Poled Heater Pool
Vac Une-AML_ Brush Fan
Sprays&— Leaf Net If
gas heater Is included Owner will be responsible for all hook ups to gas lines. Screen
Enclosure Specifications: Dimensions:
Length
Height
Aluminum
Color Mesh
Color Number
of Doors Relocate
Doo Gutters &
SupF
Take
Out Ex Alumin
pNCWDES
OVERHANG OF HOUSE) gN
OLD Type
17 aoe-,' Aura
CIO
Ei2. 5B.
PURCHASE PRICE ANDJERMS AND SCHEDULE OF PAYMENTS. ? CID Owner
agrees to pay C actor the Cash Sum of ? 3 O Pp. / -/
8-06 1 / V,t*44-
3.
4,!"-* 4.= --
At Completion of Screen Room A,
f 3ok3 2. t oT shell . S. At Completion of Heating System Z
A. umbing and back ill 6.-°lt Completion of Acrylic Completion
of Concrete Deck c,
6 by pCJ146t,
a.
This payment will be made before initial chlorination of pool water. If work still needs to be done, such as final grade and clean- up,
broken sidewalk which Contractor has agreed to repair, or any other Item, a written list will be compiled and Contractor will repair items
on this list at a later time. Any item so listed that Is outside the scope of this Contract shall be invalid. b.
If Owner has a direct loan to finance this Contract he will contact lending institution and have this payment on hand when pool
is ready to start 1Q-
9 IWA
SIGNATURE
CONTRACTON DATE
370 Wavmont Court • Lake Mary, FL 32746 • Voice 407.688.7631 • Fax 407-688.7691
Begineet North and 874.2 feet East of the West 12 mile post of Section 31, Township 19 South, Range
31 East Seminole County, Florida, run East 203.7 feet to the Grant line, thence South 25• West along said Grant
fine 246 feet to a point being 55 feet at right angles from the center line of A C. L R. R., thence Northwest
parallel to the center line of said A C. L R. R. 182 feet to a point being 55 feet at right angles to the center line of
A C. L R. R.. thence Northeasterly 107.3 feet to the Point og Beginning,
AND
Form a Point of Beginning 347.82 feet North and 8742 feet East of the West 12 mile post of Section 31,
Townshlo 19 South, Range 31 East, Seminole County, Florida, run West 168.02 feet Southeasterly on Glenwey
to a point 1C7.3 feet Southwest of beginning; thence run Northeasterly 107.3 feet feet to the Ponit of Beginning.
Community number: 120294 Panel: 0045
Suffix: E F.LR.M. Date: 411711995 Flood Zone: X
Date offield work: 1011312005 Completion Date: 10/1712005 Certified to: r David A.
Underwood; Sally Underwood;
The Closing Agent 11, Inc.; Commonwealth Land Title Insurance Company;
Contemporary Mortgage Services, Inc., its'successors
and/or assigns. 84 0 8 3 0
SAN LANTA
2ND SEC.
REPLAT
nR 1/2'
LOT 1
LOT 2 PB 9, PC 42 BLOCK
2 LOT 3 LOT
4 BLOCK 2 BLOCK 2 BLOCK
2 f
nR rA% • rp 1 „
err
Ol ru er'hl near nl ,ea ar M ua'P! rea ar QP 0D1 EAST 874.20' (0) WEST168.02' D yEAST 20J.70' (D) PLATTEDALLEY S 885644" E 203.84M - nR r12' nR f 2
13382 FCM
4 ) 13382 J.
8'
W O ROt/hD !s. / 4
J' S \X 7.9' S to
coy 161 ocl N
P.
o.
G *
rsr
1/
2 M/LE Posr of tea'@,? ^• fro• SEC. X. T1kP 195
RNG31fA) SCALE: 1 " 60' / o 4
v c p;A ,
Q
Ss
of ! : • Q
ry
Ly J '
rr• P 01r
ro FNo ftA r rRON IT #
W 6 1 sn
Property
Address: 649 Glenway Drive Sanford, FL
32771 Survey number:
SL 61086 LEGEND
GENERAL NOTES 0— Wood
Fence W.M.
Water Meter N.T.S. Not to Scale 1. Legal description provided by others. 0— Wire Fence TEL. Telephone
Facilities O.R. Official Records 2. The lands shown hereon were not abstracted for easements or other recorded encumbrances F N. Found Nail ® Covered
Area O.R.B. Official Records Book not shown on the plat. Property Corner B.R. Bearing
Reference P.C.P. Permanent Control Point 3. Underground portions of footings, foundations or other improvements were not located. R. Record CH Chord P.
R.M. Permanent Reference Monument 4. Wall ties are to the face of the wall. M Field Measured RAD Radial
PG. Page S. Only visible encroachments located. CL Clear N.R. Non
Radial PVMT. Pavement, 6. No identification found on property corners P.MCS- ote t ENCR Encroachment A/C
AirConditionerP.B. Plat Book 7• Dimensions shown are plat and measure. ,p a 'tt PaAi 4 Centerline B.M. Bench
Mark P.O.B. Point of Beginning B. Elevations if shown are based uport`Ny 0 2 unl otherw e'noted Q Concrete C. Calculated P.O.C. Point of Commencement g, Adjoining lots are within the same d ess o he i n d; q ` ft Property Line ZZZZ Block
Wall PO.L. Point on Line 10. This is an AS -BUILT SURVEY unlas h ise no ed r . C.M. Concrete Monument Central
Angle/Delta P.C. Point of Curvature n 11. Not valid unless
sealed
with the N fit S ryas em sed al. ,> FLR. Found iron Rod D.B. Deed Book P.R.C. Point of Reverse Curvature ELP found Iron Pipe D.
Description or Deed P.T. Point of Tangency 12. Flood zone determinations ar ,pidQlped 0;-a bur e y o are deriJed from !he RAN - Right of Way D.
H. Drill Hole R. Radius (Radial) best sources available to the
sJrviyM.ibl ' / *i sho W relied upl1n for flood N&D Nml &Disk DM/
Driveway R.O.E. Roof Overhang Easement insurance purposes, and may diffk ann,'I form ion ovi erS r D.E Drainage Easement ESMT
Easement S.I.R. Set Iron Rod & Cap 13. L.B. 7132 Or:.,; 'F :, U.E. Utility Easement EL
Elevation S/W Sidewalk 14. Septic tank and/or drainfield locations er biro ima and T vef1itdd bppropnate FD Found FF. Finished Floor
T.O.B. Top of Bank utility location companies. ;a P Plat F.C.M.
Found Concrete Monument TYP. Typical Ihere bycdstorYectrep(dxnrarronorawrvev O.H.U. Overhead Utilities F.P.
K. Found Parker-Kalon Nail W.C. Witness Corner prepared under myd Gtrto7r.,; '• P.P. Power Pole L Length 10.
05 Existing Elevation TX Transformer L.A.E. Limited Access
Easement E.O.W. Edge of Water CAN Cable Riser M.H. Manhole S1, +
Ralph Swerdloff Reoistered Land Surveyor Nr. 14+
Fiberglass Pools
p TVJ.Afj
ii
4288 North Orange Blossom Trail - P.O. Box 281 Zellwood, Florida 32798 - (352) 383-0995 ix1o' _4 Pod: ' f
Delivery, dig a set of pool shall
Dig Permts a Inspections
Pod Light AZ j/O 1 -
7)3 L —
Surface Sk mrner
Bottom Drain
Owners Name
Address:
City:
RBRReD
i
Return Inlets
Eric Permits
Electric Hookup (up to 75')
a gQ 24 Hour time clack (AUTO)
Concret Pad for pump a fester
7T' Pump _ N.P.
Filter: rwA"" 3. r- .
a chlorinator AG.T
Plumbing hook-up (up to W)
Ma
lean-upastart-upinstructionsichlorine tabs
v0 /nanca EQuipmarIt
Vacuum hose, Vacuum head,
Dgctlel —
471
F97-
bi
Home Phone fL U —
Work Phone
County: S .o-.J j5n!.i
Date- — / S — v 4
Z 2
us)
Wanufush, Leaf net,
4 Telescoping pole, Test kit
A
30
27 1756. '
r%eck w/ Acrylic A P4-* r-e
Acrylic over existing slab:
Deck-o-drain: ft
Concrete Pump
ww1 points
Crane
move fence
Temporary f.nc.
andrepisce
Stump digging (N(o haul -away)
ladder (3 step) stainless steel
7 H nd ra* - stainless steel
Heater -
Other:
n,+-.
Tax included)
Piicss Good Thru:
RIcR
Fiberglass Pools
4288 North Orange Blossom Trail
P.O. Box 281
Zellwood, Florida 32798
332)383-0993
State Reolsbi6on *CPC057020
f
GENERAL DESIGN REQUIREMENTS
DESIGN DIMENSIONS SHALL COMPLY WITH SPECIFICATIONS IN
ANSUNSPI 5 RESIDENTIAL IN -GROUND SWIMMING POOLS BASED
ON THE POOL TYPE AND NSPI 3 PERMANENTLY INSTALLED
RESIDENTIAL SPAS.
SEE ANSI/NSPI 5 FOR DIVING WATER ENVELOPES
SLIDES SHALL MEET THE MANUFACTURER'S INSTALLATION
REQUIREMENTS.
ENTRY/EXIT: SHALL COMPLY WITH ANSUNSPI 5 AND NSPI 3
LADDERS, UNDERWATER SEATS, AND SWIM OUTS (MAX 20" BELOW
WATER).
CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL
COMPLY WITH NSF 50.
THE MAXIMUM TURNOVER RATE IS 12 HOURS.
FILTERS SHALL HAVE AN AIR RELIEF AND PRESSURE GAGE.
PUMPS 3 HP AND LESS SHALL MEET ANSVUL108 1, CORROSION
RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW.
SURFACE SKIMMERS SHALL MEET NSF 50AND THERE SHALL BE
ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA.
RETURN INLETS SHALL BE A MINIMUM OF ONE FOR EVERY
600 SQUARE FEET.
HEATERS SHALL MEET ANSI-Z21.56 OR U11261 OR U1559
DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50.
PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET
LOCAL CODE IF GREATER.
PIPING SIZING CHART (MAXIMUM)
PIPE SUCTION PRESSURE
1 1/2" 35 GPM 60 GPM
2" 60 GPM 100 GPM
SPECIAL SPA REQUIREMENTS
MAXIMUM WATER DEPTH 4'. MAXIMUM SEAT DEPTH 28", MAX
FLOOR SLOPE 1: 12.
STEPS: MIN TREAT 10" x12". 7" MIN. RISER. 12" MAX. RISER
EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT.
INTERMEDIATE TREADS AND RISERS TO BE UNIFORM.
IF THE SPA IS OPERATED INTERMITTENTLY IT SHALL HAVE A ONE
HOUR TURNOVER. IF CONTINUOUS A SIX HOUR TURNOVER.
MAXIMUM TEMPERATURE 104 DEGREES.
MEETANSI/NSPI ARTICLE XVII SAFETY INSTRUCTION/SAFETY SIGNS.
PRESSURE TEST PIPING AT 35PSI FOR 15 MINUTES OR MEET
LOCAL CODE IF GREATER.
ELECTRICAL REQUIREMENTS
WIRING AND BONDING AND ALL ELECTRICAL TO NEC ART. 680
OR LOCAL CODE. NO OUTLET OR OVERHEAD POWER WITHIN 10'.
IF WITHIN 15' PROTECT BY GFI TRANSFORMER MIN. 10' FROM
POOL. 8" ABOVE WATER. J BOX 4' FROM POOL. BRASS TO J BOX
OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE
PVC IS APPROVED.
SUCTION PIPEWORK DIAGRAM
FOR SKIMMER MAIN RETURN SYSTEM
PUMP
SKIMMER:
PENTAIR BERMUDA IER N THROUGH
1-1/2" PVC TO POOL
LINE TO
2' PUMP PUMP; 3/4 HP (MIN.)
MAX
POOL
SHELL
RETURN FROM FILTER TO POOL
MULTIPLE ADDITIONAL RETURNS ARE
OPTIONAL)
TYPICAL POOL OR SPA
W400
VAC -LOCK
VACUUM
VARIABLE LINE
FLOW CONTROL
VALVE
PUMP
FILTER
ENGINEERING MEETS:
Florida Building Code - Residential 2004 R4101
Florida Building Code - Mechanical 2004
Florida Building Code - Plumbing 2004
Florida Building Code - Fuel Gas 2004
2002 National Electric Code
98-76 Building Construction Administrative Code
MAIN DRAINS ARE NOT REQUIRED. POOL MAY BE DRAINED
USING VACUUM LINE WITH SKIMMER.
ALL PLUMBING LINES
1-1 /2" PVC SCH 40
2500 PSI CONCRETE w/ IOx10 WWM
OR FIBERMESH
AIR SPACE-
3/8" FIBERGLASS
SHELL
ADDITIONAL NOTES:
1. POOL INSTALLATION SHALL BE BYA QUALIFIED AND LICENSED (APPROVED
BY LOCAL BUILDING DEPARTMENT) POOL CONTRACTOR, THE INSTALLATION
SHALL CONFORM TO ALL LOCAL BUILDING CODES, IE. PERMITS, SPECIFICATIONS,
CODES, RULES, INSPECTIONS, WORKMANSHIP, ETC.
2. TYPICAL PROPERTIES OF A REINFORCED FIBERGLASS POOL:
BARCOL HARDNESS OF 30 MIL GEL COAT 30 - 40
GLASS CONTENT BY WEIGHT 37%
TENSILE STRENGTH, PSI AT 77° F 13,400
TENSILE ELONGATION 1 - 2%
FLEXURAL STRENGTH, PSI AT 77° F 900,000 - 1,000,0w
FLEXURAL MODULUS, PSI X 10 AT 77' F 0.72 - 0.77
1200 IMPACT FT-LBS/ INCH OF NOTCH 5.9
COMPRESSIVE STRENGTH, PSI 25000 - 38000
TYPICAL THICKNESS, INCHES 1/4" TO 3/8" AVG
3. POOL SHELL SHALL BEAR ON UNDISTURBED SOIL, FREE OF PEAT, MUCK,
OR OTHER DELETERIOUS MATERIAL OF ANY SIGNIFICANT AMOUNT.
4. BACKFILL MATERIAL MUST NOT CONTAIN ROCKS OR OTHER MATERIALS THAT
COULD DAMAGE POOL WALLS.
5. POOL TURNOVER SHALL BE 12 HOURS, MAXIMUM WITH CARTRIDGE
FILTER. APPROVED PUMP (MIN. % H.P. W/ 29 GPM 60 TDH)..
6. STEPS SHALL BE PROVIDED AT THE SHALLOW END OF THE POOL. CONVENIENCE
GRAB BAR SHALL BE PROVIDED PER INSTALLATION PLAN
7. LADDERS ARE TO BE PROVIDED IN POOLS WITH GREATER THAN 5' DEPTH WITOUT
SWIM OUTS..
8. INSTALL LOW VOLTAGE LIGHT AS PER N.E.C. 680.
9. DIVING PLATFORMS OR DIVING 130ARDS ARE NOT TO BE INSTALLED
ON THESE POOLS EXCEPT FOR THE ST. CROIX POOL PLAN.
THIS POOL MEETS THE ANSI/NSPI-5 2002 DIVING POOL REQUIREMENTS
FOR TYPE 1 & TYPE 2 POOLS.
10. DURING A HURRICANE WARNING OR ALERT, THIS POOL
SHALL BE FILLED WITH WATER.
11. THESE POOL PLANS MEET OR EXCEED THE ANSI/NSPI 5 2003 RESIDENTIAL
INGROUND SWIMMING POOL AND ANSUNSPI 3 1999 PERMANENTLY
INSTALLED RESIDENTIAL SPA STANDARDS.
BRICK/PRECAST COPING
2500 PSI CONCRETE
rI W/ 1Ox10 WWM
MIL OR FIBERMESH
WATER LEVEL
OPTIONAL CANTILEVER DECK
AT POOLSIDE
Il '"
1=10,0I
w _ 11
11-11 Iloilo - :i1-11:.il
C C C
f
AIR SPACE
3/8" FIBERGLASS
SHELL
LATICRETE 300
OR EQUIVALENT
WATER LEVEL
OPTIONAL BRICK/PRECAST
AT POOLSIDE
POOL DECK TOPPING —
AIR SPACE— 3/8" FIBERGLASS
SHELL
2500 PSI CONCRETE w/ 1 Ox10 WWM
OR FIBERMESH
WATER LEVEL
PERIMETER DECK AT POOLSIDE
O
lildon Engineering Company, Inc.
548 8 Hwy 27
Minneola, Florida 34715
352) 394-2590 Ph. & FAX
AN. 11, 2006
Wayne ck PE # 52583
1• / VARIL4 —
POOL DECK ri•+_
TOPPING
Q Q
CONC. PERIMETER DECK
25DO PSI W/6X5, 10X10 WWM OR
FlBERMESH AT 1.5 //CY
DECK DRAINAGE 1/8" PER
LINEAR FOOT
AIR SPACE
WATER LEVEL
3/8' FIBERGLASS
SHELL
PERIMETER DECK DETAIL N.T.S.
Q Q 7-IM' Q I
3-Irr
Q Q Q A -IN•
Q Q d
4- WATER LEVEL
Q Q Q
TILE (OPT)
OPTIONAL CANTILEVER DECK OR PATIO DETAIL N.T.S.
POOL DECK
TOPPING
Q
4
4 Q
Q
J Q
LATTICRETE
300 OR
EQUIVALENT
7" TO 12"
BRICK/PRE
CAST COPING
4 d
4
WATER LEVEL
l -TILE OPT)
GONG. PERIMETER DECK
2500 PSI W/6X6, tOX10 WWM OR
FlBERMESH AT 1.5/CY
OPTIONAL BRICK/PRECAST DETAIL N.T.S.
GENERAL DESIGN REQUIREMENTS
DESIGN DIMENSIONS SHALL COMPLY WITH SPECIFICATIONS IN
ANSI/NSPI 5 RESIDENTIAL INGROUND SWIMMING POOLS BASED
ON THE POOL TYPE AND NSPI 3 PERMANENTLY INSTALLED
RESIDENTIAL SPAS.
SEE ANSI/NSPI 5 FOR DIVING WATER ENVELOPES.
SLIDES SHALL MEET THE MANUFACTURER'S INSTALLATION
REQUIREMENTS.
ENTRY/EXIT: SHALL COMPLY WITH ANSI/NSPI 5 AND NSPI 3.
LADDERS, UNDERWATER SEATS, AND SWIMMOUTS (MAX.20" BELOW
WATER).
CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL
COMPLY WITH NSF 50.
THE MAXIMUM TURNOVER RATE IS 12 HOURS.
FILTERS SHALL HAVE AN AIR RELIEF AND PRESSURE CAGE.
PUMPS 3 HP AND LESS SHALL MEET ANSI/UL1081, CORROSION
RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW.
SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE
ONE FOR EVERY BDO SQUARE FEET OF SURFACE AREA.
RETURN INLETS SHALL BE A MINIMUM OF ONE FOR EVERY
600 SQUARE FEET.
HEATERS SHALL MEET ANSI-Z21.56 OR UL1261 OR UL559
DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50.
PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET
LOCAL CODE IF GREATER.
PIPE SIZING CHART (MAXIMUM)
PIPE SUCTION PRESSURE
1 1/2" 35 GPM 60 GPM
2" 60 100
2 1/2" 85 145
3" 135 225
4" 235 375
PECIAL SPA REQUIREMENT
MAXIMUM WATER DEPTH 4% MAXIMUM SEAT DEPTH 28". MAX.
FLOOR SLOPE 1:12.
STEPS: MIN. TREAD 10'X12% 7' MIN. RISER, 12" MAX. RISER
EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT.
INTERMEDIATE TREADS AND RISERS TO BE UNIFORM.
IF THE SPA IS OPERATED INTERMITENTLY IT SHALL HAVE A ONE
HOUR TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER.
MAXIMUM TEMPERATURE 104 DEGREES.
MEET ANSI/NSPI ARTICLE XVII, SAFETY INSTRUCTION/SAFETY SIGNS
PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET
LOCAL CODE IF GREATER.
WIRING AND BONDING AND ALL ELECTRICAL TO NEC ART. 680
OR LOCAL CODE. NO OUTLET OR OVERHEAD POWER WITHIN 10',
IF WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN. 10' FROM
POOL, 8" ABOVE WATER, J BOX 4' FROM POOL, BRASS TO J
BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE
PVC IS APPROVED.
0-80 PSI CWCE
vENT
MN 2 IETU ANS
PRESSURE FkTER
SWD. DE CWrWGE
NA RLLL ORANSORRMNCS
SKY,F11_
BACK WWMMG 1/
2- SCH. 40 PVC IA•
UERIF PROADE 2SSPOOLAREA
EXCEEDS $DO S.F.
t/2
Y VENT
DE 2•
VALVE
W/M
YLTI -PORTVALVE k SNDR
CLASS SUMP LINE 2 TO
MAST
ma •• NS, APP.
DVED FROM EOUPM kwxuI TWC
w/H•
R a R PROVIDE SUMP
LINE WHEN REQUIRE'. 1-1/
2- SCH. 40 PVC FROM BENEATH MAIN DRAIN TO
1B" FROM EQUIPMENT AND STUB UP 6'.
FILTER & PIPING
ISOMETRIC N.T.S COMPLY W/
NSF 50, UL1081 2001 /2Q04
FLORIDA BUILDING CODE 424-2 THE POOL
CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN
REGUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH
THE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL
MEET ALL APPLICABLE CODES INCLUDING PLUMBING, ELECTRICAL
AND GAS. PIPING SHALL BE SCH. 40 PVC, NSFpw,
MAX. PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS. THE
POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE
SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN
PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3'
WITH APPROVED ANSI/ASME A112.19.BM COVERS. AS AN ALTERNATE THE
APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. THE
TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION
GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF
1-1/2 FPS AND THE SUCTION PIPING IS RECESSED FROM
THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE
SIZE. IN ADDITION A SAFETY VACUUM RELEASE SYSTEM MUST
BE INSTALLED. THIS MAY CONSIST OF AN AIR RELEASE SYSTEM.
THE VENT PIPE SHALL BE TIED TO THE MAIN DRAIN
LINES, SIZED THE SAME AS THE MAIN DRAIN SUCTION LINE
AND BROUGHT BACK TO THE FILTER LOCATION, ELBOWED
UP AND OVER WITH A GRATE FOR PROTECTION AND
LABELED "SAFETY VENT'. AS AN ALTERNATIVE THE SAFETY
VACUUM RELEASE SYSTEM (SVRS) MAY BE AN APPROVED
VALVE MEETING IAPMU IGC 160-2DOlo. SKIMMERS DO
NOT REQUIRE PROTECTION AND MAY BE DESIGNED FOR
30 GPM SUCTION. THE FOLLOWING
SHALL BE LABELED WITH RED LABEL MAKER TAPE
AT THE FILTER LOCATION: PIPE, VALVES, SAFETY VENT"
OR "SAFETY DEVICE", PUMP(S) OFF SWITCH. I HEREBY
CERTIFY THAT I HAVE DESIGNED THIS AND IT IS IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE 424-2. ANSI/NSPI-
3 1999, STANDARD FOR PERMANENTLY INSTALLED SPAS AND
ANSI/NSPI-5 2003 STANDARD FOR RESIDENTIAL INGROUND SWIMMING
POOLS. ADDITIONAL NOTES:
1. POOL
INSTALLATION SHALL BE BY A QUALIFIED AND LICENSED (APPROVED BY LOCAL
BUILDING DEPARTMENT) POOL CONTRACTOR, THE INSTALLATION SHALL CONFORM
TO ALL LOCAL BUILDING CODES, IE, PERMITS SPECIFICATIONS, CODES, RULES,
INSPECTIONS, WORKMANSHIP, ETC. 2. TYPICAL
PROPERTIES OF A REINFORCED FIBERGLASS POOL: BARCOL HARDNESS
OF 30 MIL GEL COAT 4D - 50 GLASS CONTENT
BY WEIGHT 27% TENSILE STRENGTH,
PSI AT 77 F 19,500 TENSILE ELONGATION
1- 2% FLEXURAL STRENGTH,
PSI AT 77 F 23800-27600 FLEXURAL MODULUS,
PSI X 10' AT 77 F 0.72-0.77 IZOD IMPACT
FT-LBS/INCH OF NOTCH 5.9 COMPRESSIVE STRENGTH,
PSI 25000 TO 38000 TYPICAL THICKNESS,
INCHES 3/8 3. POOL
SHELL SHALL BEAR ON UNDISTURBED SOIL, FREE OF PEAT, MUCK, OR OTHER
DELETERIOUS MATERIAL OF ANY SIGNIFICANT AMOUNT. 4. BACKFILL
MATERIAL MUST NOT CONTAIN ROCKS OR OTHER MATERIALS THAT COULD DAMAGE
POOL WALLS. 5. POOL
TURNOVER SHALL BE 12 HOURS, MAXIMUM WITH HI -RATE RAPID SAND FILTER (MIN.
18" DIAM, OR 1.75 S.F.) AND PROPERLY GROUNDED, APPROVED PUMP (MIN.
3/4 H.P. W/29 G.P.M. 60 T.D.H.) HAYWARD OR EQUAL). 6. STEPS
OR A LADDER SHALL BE PROVIDED AT THE SHALLOW END OF THE POOL 7.
HANDRAILS
REQUIRED ON SOME POOLS. 8. INSTALL
LOW VOLTAGE LIGHT AS PER N.E.C. 680. 9. DIVING
PLATFORMS OR DIVING BOARDS ARE NOT TO BE INSTALLED ON THESE
POOLS EXCEPT FOR THE BIG BLUE KEY -POOL PLAN. THIS POOL
MEETS THE ANSI/NSPI-5, 2003. DIVING POOL REQUIREMENTS FOR TYPE
1 & TYPE 2 POOLS. 10. DURING
A HURRICANE WARNING OR ALERT, THIS POOL SHALL BE
FILLED WITH WATER. 11. THESE
POOL PLANS MEET OR EXCEED THE ANSI/NSPI 5 2003 RESIDENTIAL INGROUND SWIMMING
POOL AND ANSI/NSPI 3 1999 PERMANENTLY INSTALLED RESIDENTIAL
SPA STANTARDS THE FOLLOWING
CODES ARE TO BE MET WHERE REQUIRED: FLORIDA BUILDING
CODE -BUILDING 2001/2004 FLORIDA BUILDING
CODE -MECHANICAL 2001/2004 FLORIDA BUILDING
CODE -PLUMBING 2001/2004 FLORIDA BUILDING
CODE -FUEL GAS 2001/2004 1997 STANDARD
SWIMMING POOL CODE 2002/2005
NATIONAL ELECTRICAL CODE 98-76
BUILDING CONSTRUCTION ADMINISTRATIVE CODE
EQUIPMENT LIST
ITEM VENDOR
QTY MODEL/PART NO. DESCRIPTION 1 HAYWARD
MFG. CO. OR EQUAL SP-1023 INLET -RETURN 1-1/2" MITE CYCOLAC 2 HAYWARD
MFG. CO. OR EQUAL SP-1419-C NET -DIRECTIONAL FLOW IITE CYCOLAC "HYORO-STREW* IE/ 1/2' 3 HYDRO
AR INDUST. OR EQUAL 10-8808-M WALL DRAPI/SUCTON FITTING 2-1/2" 4 HAYWARD
MFG 00. OR EQUAL SP-1077 OR 1034 SKINS" _ 5 HAYWARD
MFG CO. OR EQUAL SP-607 LIGHT NICHE ASSY PYC •/ 1" CONDUIT CONNECTION 6 HAYWARD
MFG. 00. OR EQUAL SP-560 UCHT ASSY 100'MIT_ 12 VOLT 7 HAYWARD
MFG GO. OR EQUAL SP1049 AV OR I.-AVS MAN GRAIN M111-VO - (OPTIONAL) 8 HAVWARO
MFG. CO. OR EQUAL SP-1050 HYDROSTATIC RELIEF VALVE (OPTIONAL) QUANTITIES SPECIFIED
AT CONSTRUCTION GARDNER B.
COLLINS, P.E. BLUE HAWAIIAN FIBERGLASS POOLS PROFESSIONAL ENGINEER
9702FL 2055 BLUE HAWAIIAN DRIVE 1268 ROGERS
STREET LARGO, FL. 33771 CLEARWATER, FL.
33756 727-535-5677 727-442-
8443 FAX 727-442-6988 PG. 1 of 7
SUN SPLASH n CRYSTAL BAY -
m
r eaer u.l
1 V i1 •'
ra« lMl
IBancoiV'
BY+N
I" 31T
r
OPr. ARMY ttP. eLL Pa0L4
Surface Area = 104 S.F.
SEA COVE ..
N"
I eanea I Ir
It
e I
Surface Area - 209 S.F.
Q Q A QUnDR
1•a•Yhtar level ]r YAr moY
PWYB
I Banco I ] I,r
13'
I
Surface Arm — 264 S.F.
Surface Area — 172 S.F.
Iere
Surface Area = 253 S.F.
CORAL ISLE .,.
Iwo
urw
Ir
IY
1
1 'S
JJ
In I
Surface Area — 202 S.F.
ra .
Warr Lni
IY
I.
IP
P I
SHORELINE -
a la• T
I
Im
Im
e 1
Surface Area - 220 S.F.
ISLAND BAY -
Surface Area - 204 S.F.
NOTE: THIS SHEET IS NOT VALID UNLESS USED
WITH PAGE 1.
V
I
Surface Area = 266 S.F.
Surface Area = 264 S.F.
GARDNER B. COLLINS, P.E. BLUE HAWAIIAN FIBERGLASS POOLS
PROFESSIONAL ENGINEER 9702FL 2055 BLUE HAWAIIAN DRIVE
1268 ROGERS STREET LARGO, FL. 33771
CLEARWATER, FL. 33756 727-535-5677
727-442-8443 FAX 727-442-6988 PG. 2 of 7
IeMI
91.r
r
r r
JI la l,r lol;r
eelP
Ir
10 I
SUNSET BEACH -
4' water L..el 2P
I)'
r
20^Barh y. r
r 5-V
JIL
II
Surface Area = 276 S.F.
apr, DRAIN TYF. ALL FOOLS
BAYSHORET.
wbter level
12' r
L-
r it r
5' G"
12
Surface Area = 356 S.F.
CLASSIC COVE
TROPICAL ..
r water Lerol 20"
r IP
rArea20"B"'
ss'18"
Surfac81 S.F.
PARADISE BEACH -
11' MAX
FROM
a-watw L—I IPLUMB
22 Ir r
Bmdi IP J
Surface Arles = 324 S.F.
CORAL REEF n
11' MAX FROM
PLUMB
Ill"
water Level
water Lcwl
r it r o-
TANNIINNl7 J `
1r
Bmch
P
12"
LOUNGE
fi'4r
0 10"
I Surface Area - 424 S.F. L
Surf— Area = 428 S.F.
EMERALD COVE
Wata Lem
L
T22N!— I.
fi'6"
I.
SURFACE ARFA - 332 S.F.
WATERS EDGE -
11' MAX FROM
PLUMB
201Ba,& f•watw Level
T
m
42"
it I 4-0.
11
Surface Al342 S.F. NOTE:
THIS
SHEET IS NOT VALID UNLESS USED WITH
PAGE 1. GARDNER
B. COLLINS, P.E. PROFESSIONAL
ENGINEER 9702FL 1268
ROGERS STREET CLEARWATER,
FL. 33756 727-
442-8443 FAX 727-442-6988 BLUE
HAWAIIAN FIBERGLASS POOLS 2055
BLUE HAWAIIAN DRIVE LARGO,
FL. 33771 727-
535-5677 PG.
3 of 6
F
DEEP LAGOON ..
m
Surface Area = 424 S.F.
ALL POOLS
ROYALE BAY
PALM KEY -
Surface Aran = 275 S.F.
u•
SOUTHWIND
Surface Area - 424 S.F.
OI TIC vcv
Surface Area = 564 S.F.
LONG KEY ...
Lw l
RON
THREE MOON BAY
rWeYr Wtl
If T T
IT
irlQ' -
e4p DeM(a C514' Sl4'
If-
11 I
Surface Area = 427 S.F.
BIG BLUE KEY.
IW vm FRO. I
Surface Area = 564 S.F.
NOTE:
THIS SHEET IS NOT VALID UNLESS USED
WITH PAGE 1.
GARDNER B. COLLINS, P.E.
PROFESSIONAL ENGINEER 9702FL
1268 ROGERS STREET
CLEARWATER, FL. 33756
727-442-8443 FAX 727-442-698
BLUE HAWAIIAN FIBERGLASS POOLS'
2055 BLUE HAWAIIAN DRiVE
LARGO, FL. 33771
727-535-5677
PG. 4 of 7
Surface Area - 451 S.F.
PALM CnVF-
I
rave vn apc
rm.x µlMI
1yp. an Pooh
Wv1w .'
I- -- Ix"
I
T
Lf it r
it I..
uls
apf.Drdn Lee. gyp. dl Pod. Men ar.N W. dl ptao
Surface Area = 122 S.F.
ISLAND FU\
xva
r
IP
DIY III
II
u rr
Surface Area = 195 S.F.
CRESENT BAY—
r—
e l.:• IT
I
Surface Area - 317 S.F.
CRYSTAL SHORE
ratr Ln a.
1f+s
r r
it
Surface Area = 177 S.F.
BEACHSIDE
Ira
eedr 1...1
it
Ir'
Surface Area = 139 S.F.
TROPIC COVE..
SANDY COVE-
1.ab un«`r
u
Surface Area = 177 S.F.
QPARICI P QPArP _.
LONG BEACH -
Surface Area = 173 S.F.
II
r-Ir=K.
F-*
r
I • =
a I --•a 1
Ir:x• -
I-
T•
r
Surface Area — 63 S.F.
irxYx'
1®e=m r a
4'
Surface Area = 118 S.F.
0.
1
r WAVE CREST
eaW
am
T VI?
If lOfLL II
I
Ir
it
Surface Area = 189 S.F.
SUNNY WATERS
emw i.
T-
v
I
Surface Area - 104 S.F.
I
V
NOTE:
THIS SHEET IS NOT VALID UNLESS USED
WITH PAGE 1.
GARDNER B. COLLINS, P.E. BLUE HAWAIIAN FIBERGLASS POOLS
PROFESSIONAL ENGINEER 9702FL 2055 BLUE HAWAIIAN DRIVE
1268 ROGERS STREET LARGO, FL. 33771
CLEARWATER, FL. 33756 727-535-5677
727-442-8443 FAX 727-442-6988 PG. 5 of 7
TWIN BAY SUNSET BAY -
wmnr Unl
ara
r
I.m
Ir — P war. Lw
il.
1pl.z
ipla iol.±
r
nlala -
llr
rr Iola
n• n•
lr
I
O.-Drafn L- (TY7..1 Poor) r
wale
area bra an Paw) 'r n
11Surface
Area - 348 S.F. Surface
Area - M S.F. TWIN
WATFRS war.
l. N'
r rj
nX' l+
lay
lnMiny'
1px- ro1S•
ipM• r
oPID.
vN uc fyP. on Poor) Yein
OMn (Typ. all row) Surface
Area - 348 S.F. ROVALF.
IS R - rr
Norr Loral V'
R
Tama,
f SUNSET
WATERS n 1>
w .• warm
u.m - r
r Ir
r
r
n
13
11Surface
Area - 365 S.F. Twin
Key- wmw ...
1 1pl.
r ara — II'
91a l
lil• n1T Surface
Area - 314 S.F. 13LUL
ISLE Surface
Area - 420 S.F. NOTE:
THIS
SHEET IS NOT VALID UNLESS USED WITH
PAGE 1. GARDNER
B. COLLINS, P.E. PROFESSIONAL
ENGINEER 9702FL 1268
ROGERS STREET CLEARWATER,
FL. 33756 727-
442-8443 FAX 727-442-698 BLUE
HAWAIIAN FIBERGLASS POOLS \ 2055
BLUE HAWAIIAN DRIVE, LARGO,
FL. 33771 727-
535-5677 PG.
6 of 7
SQUARE SPA w
NO SPILLWAY)
f'.r1_
T
xr r u•
ris
Surface Area = 59 S.F.
SQUARE SPA w
WITI SPILLWAY)
1r T—
r — P x 7 ^ Bmtal
1- i it ' _)'• ,
Surface Area = 59 S.F.
SQUARE SPA w
CITILDRENS POOL)
r
P
Surface Area = 59 S.F.
SQUARE SPA.
CI)ILDREN'S POOL W/SPIILWAY)
o-
Surface Area = 59 S.F.
KIDNEY SPA
NO SPILLWAY)
P
Surface Area = 53 S.F.
KIDNEY SPA r
WMI SPILLWAY)
J.
1 1 i.
ss-
1 r eeKn
is
Surface Area = 53 S.F.
KIDNEY SPA ti
CIIILDREN'S POOL)
T
Surface Area = 53 S.F.
KIDNEY SPA ,r
COILDRENS POOL W/SPILLWAY)
P
1- P
Surface Area — 53 S.F.
KEY SPA w
NO SPILLWAY)
I.°1 °Y• I—
rT—ir
r
r
L e i.r
Surface Area = 59 S.F.
KEY SPA
XTTII SPILLWAY)
airs
Surface Area — 59 S.F.
KEY SPA -
CITILDRENS POOL)
Surface Area = 59 S.F.
KEY SPA tr
COILDREN'S POOL W/SPRLWAY)
Surface Arm — 59 S.F.
ROUND SPA n OCTAGON SPA
NO SPILLWAY) (NO SPILLWAY)
J
it r it vier —
it it
xsio-
sj 'r
r e.ncn
J f
Surface Area = 40 S.F.
Surface Area 43 S.F.
ROUND SPA n OCTAGON SPA n
WITI SPILLWAY) (WITH SPILLWAY)
1
T
i
r
T— it r -fir •r-{
v P it it virr —r
IT. Surface Arm 40°S.f.
r l
Surface Area = 43 S.F.
ROUND SPA OCTAGON SPA w
COILDRa4s POOL) (CIRLDRFN9 POOL)
x•
tF
Surface Arno = 40 S.F. Surface Area — 43 S.F.
ROUND SPA - OCTAGON SPA r
CIIILDRENS POOL W/SPILLWAY) (CTITLDRENS POOL W/SPT LWAY)
Surface Area = 40 S.F.
Surface Arm - 43 S.F.
I
J
V
NOTE:
THIS SHEET IS NOT VALID UNLESS USED
WITH PAGE 1.
GARDNER B. COLLINS, P.E. BLUE HAWAIIAN FIBERGLASS POOLS
PROFESSIONAL ENGINEER 9702FL 2055 BLUE HAWAIIAN DRIVE
1268 ROGERS STREET LARGO, FL. 33771
CLEARWATER, FL. 33756 727-535-5677
727-442-8443 FAX 727-442-6988 PG. 7 of 7
Iloll HliiaofWtoll loAIo8Mail itMtaiiillitiilill After Recording ekrn
to: MAR`fAN* P4WE, CLERK OF •CIRUJIT CiiAIRT Noeml NQsbltt SENzNW-
IF u'i ' R&R Fiberglass
Pools Bh 0E093 pG P.O. 86x
281, Zellwood, FL. CLERRa S 4 LW& r12019 32798 RE'CtlNWD
01/:•4/ W-.4'106 PX Permit No. R£
C1RDItVG FM 18.1 '" CERTIFIED COPY Tax Folio #_ 3—
I9—1-34p— NOTICE OF COMMENCEMENT F' AY ; hoPd*n MA YANNE MORSE
OI9O-- OOGYJ FS
713.13 CLE OF CI CU T CO State of Florida
SE 0 R County of s2,
1"ill role THE UNDERSIGNED hereby
gives notice that Improvement will be made to certain real roe L Ct property,
rty, an '
nac ordance with Chapter'713, FloridaStatutes, the following Information Is provided In this Notice o CommenceTent. A 1. Legal description ofpropertyandstreetaddressIfavailable: Sam CkC1'%e a JAN. 2.4 200V 2. General description of
improvement: SWIMMING POOL 3. Owner Information:DocLY'
i a. Name and address: (
o b. Interest in property:
c. Name and address
of fee titleholder (if other than Owner) 4. Contractor: Name and
address Darren Nesbitt P.O. Box 281 Zellwood FL. 32798 Phone number_ (352) 383-
0996 Fax number'(optional, If service by fax Is acceptable) (352) 383-6414 5. Surety: Name andaddressN/A - Phone number Fax number (
optional, If service by fax is acceptable) Amount of Bond $ 6. Lender: Name and
address N/A Phone number = Fax number (
optional, If service by fax is acceptable) 7. Persons within theStateofFloridadesignatedbyOwneruponwhomnoticesorotherdocumentsmaybeservedas provided by Section 713.13(1)(a)7., Florida Statutes: (name and address):_ h ot Phone numbers of designated
persons Fax number (optional, if
service by fax is acceptable) _ 8. In addition to
himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number of person
or entity designated by owner — Fax number (optional, if service by fax is acceptable) — 9. Expiration date of
Notice of Commencement (the expiration date is (1) year from. the date of recording unless a different date is specified) STATE OF FLORIDA Signature
of Owner COUNTY
OF Orange Sworn
to (or affirmed)
and subscribed before me this = day of jt4u.,w. , 20C , by urn , who is nown tomerwhohasproducedasidentificationndwhodi
or not _,make an oath. who E. Gillette ray ;4-
Z
c Commission # DD408741 ' Expires April 2, 2009 Notary
Public (Signature) d Tory Fin • MwsncR Inc006J9S70tBRevised04/2003
r
Exhibit L-1
Legal Description for: 649 Glenway Drive, Sanford, FL 32771
David & Sally Underwood
Begin 347.82 feet North and 874.2 feet East of the West 1R mile post of Section 31, Township 19 South, Range
31 East Seminole County, Florida, run East 203.7 feet to the Grant line, thence South 25' West along said Grantline246 !eet to a point being 55 feet at right angles from the center line'of A. C. L R. R., thence Northwest 4 }
aaratlel to the center line of said A. C. L. R. R. 182 feet to a point being SS feet at right angles to the center line of
A. C. L R R, thence Northeasterly 107.3 feet to the Point og Beginning.
AND
For- a Point of Beginning 347.82 feet North and 074.2 feet East of the West 1/2 mile post of Section 31,
Tcwnstilo 19 South, Range 31 East, Seminole County, Florida, run West 168.02 feet Southeasterly on GlenwaytoaWnt17.3 feet Southwest of beginning; thence nun Northeasterly 107.3 feet feet to the Ponit of Beginning.