HomeMy WebLinkAbout321 Porchester DrPermit # : V ' 2 S
J -1b Address: 2A 1 y3f,
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Date: lX - ^.alp
ftVe.)
Zoning: J Value of Work: S 19 3r-/
Permit Type: Building -A/-- 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 -4L Commercial .Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name &Address:i `7 S P\ 1A o m 2
Contractor Name & Address:
Z'
Phone & Fax: 111
Bonding Company:
Address:
(Attach Proof of Ownershi & L
rn��e"ive l Descriptio[)
'o'I.
4 Phone:
\s l i a3 Se M'I
State License Number: CPC-
Contact Person: 1 lC �lL� Phone:
Mortgage Lender:
Address:
ArchitectlEngineer: Phone:
Address: Fax:
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 AFFIDAVIT., I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable L.^• s w gulnring
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOt11: i !%. , uNG
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER GRAN
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 puhlir. rricnal, of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, nr federal agencies.
Acceptance ofpcgmit is verification that I will notify the owner of the property of the requiremei is of Florida Lien Law, S 71 .
Signature of Owner/Agent Date i re of Contractor/A ent atc
%-EM Uq►`�c
Pri Owner/Agent's Name Pn o tractor/Agent's Name
Signature of Notary -State of Florida Date Si lure of Notary -State of Florida Date
Owner/Agent is_ Personally Known to Me or RONALD C. HOMAN Contractor/Agent is
Produced ID NOTARY PUBLIC• STATE OF FLORIDAProducedID
MMISSION # DD228953
EXPIRES 9/6/2007.
APPLICATION APPROVED BY: Bld BONOED -
g� ���llrg88&NOTAR �'
(Initial & te) (Initial & Date)
Special Conditions:
,xeph , r—__ Jx✓_, - .
Personally Known to Me or
REBECCA BRITTAIN
Notary Publ!S�State of Florida
Corninisslon # W 43805 - _
Bonded BY National Notm Assn.
3IboI
.ry7 1.1 � /I/7- 1, , , - -
of Central Florida, Inc.
LIMITED POWER OF ATTORNEY
1123 Seminola Boulevard
Casselberry, FL 32707
Office: (407) 696-2300
Fax: (4.07) 696-2360
I hereby name and appoint A/A Nk--to by my lawful attorney in
fact to act for me and apply to CA2! i2 — for a
permit for work to be performed at
and to sign my name and do all things necessary to this appointment.
STATE OF FLORIDA
COUNTY OF. SEMINOLE
The foregoing instrument was acknowledged before me this 2—(p of
2001 by James M. Burke, who is personally known to me.
Notary Public, State of Florida
„.........REBECCA BRITTAIN
Notary Public - State of Florida
' My Commission Expires Jun 7, 2009
Commission # DD 4313415
Bonded By National Notary Assn.
Y
BE SURE ... Check with '��
the POOL PROS
CITY OF SANFORD PERM,1T APPLICATION/
Permit H: -� p Date: 6 f� l0C
L
Job Address: 5a 1 A) K uAis z1oz- Q-9—
Description
-9Description of Work: PAAI wt, QA AJC" Total Square Footage
Historic District: Zoning: Value of Work: $ �`5� ' CA:)
Permit Type: Building Electrical
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: /I of Stories:
Mechanical Plumbing Fire Sprinkler/Alarm Pool
_ 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
# of Dwelling Units: Flood Zone: (FEMA form required )
Owners Name & Address: 1 V V,-\ ri, d y
(!,-- I iz) Phone: Lto--i-
ContractorName
&�Address: (Stu -_--,-"'b l \ 01Q'W
St a License NNu''mbern �-�y� d t �,C . i bb -(v j
Phone & Fax: Contact Person: V 2 � cff- I�-C7& Phone: Lr 7 3 7'� b4
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Phone:
Fax:
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 AFFIDAVIT: t 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 M 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 applica le 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 w er management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the require nts For Lien w S 713.
Signature of Owner/Agent Date S nature ooff�ontractor/Agent Date
Print Owner/Agent's Name Print Contractor/ ent's Name
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
DEBBIE BLANTON
MY COMMISSION # DD 188491
D(PIRES: February 25, 2007
Owner/Agent is _ Personally Known to Me or Con rad �p,�9 d6dt�ideert¢ r
_ Produced ID - OS�-6
APPROVALS: ZONING: UTIL:
Special Conditions:
Rev 0312006
FD:
ENG:
BLDG:
t I
F -POWER OF ATTORNEY
ELECTRICAL PERMITS
STATE OF FLORIDA
COUNTY OF ORANGE
KNOWN to all men present, "Robert M. James", of Bob James Electric does hereby
nominate, constitute and appoint
P147r<-1 Ul- �� as his attorney in fact for procuring
Electrical Permits at: 3� I A P-e� oi�-
(Job Address)
c055 P/Vl
. / , i
Before me, the undersigned authority, personally appeared, Robert M. James, who is
personally known to me.
pSPkY PUB(i JAMES M. BUM
?' o * MY COMMISSION # DD 209386
` EXPIRES: May 9, 2007
x9rFOF F e47 Bonded Thru Budget Notary Services
41-l!
tary Public, State of Florida
C,
Seminole County Property Appraiser Get Information by Parcel Number
Page 1 of 1
http://www. scpafl.org/pls/web/re_web.seminole_county_title?parcel=34193051900000260&cpad=PORCH... 6/6/2006
DAVID JOHNSON, CFA, ASA
TRACT 6
PROPERTY
rRd"
APPRAISER
-
..
SEMINOLE COUNTY FL—
19 20 21 — TRACT D
' T�
1101E. FIRST ST
e:
SANFORD,FL32771-1468
44
407-665-7505
.5Y
4
53 S1 41ca
46 SP
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 34-19-30-519-0000-0260
Number of Buildings: 0
Owner: TOUSA HOMES INC
Depreciated Bldg Value: $0
Mailing Address: 11315 CORPORATE BLVD #250
Depreciated EXFT Value: $0
City,State,ZipCode: ORLANDO FL 32817
Land Value (Market): $62,000
Property Address: 321 PORCHESTER DR SANFORD 32771
Land Value Ag: $0
Subdivision Name: KAYS LANDING PHASE 1
Just/Market Value: $62,000
Tax District: S1-SANFORD
Assessed Value (SOH): $62,000
Exemptions:
Exempt Value: $0
Dor: 00 -VACANT RESIDENTIAL
Taxable Value: $62,000
Tax Estimator
SALES
2005 VALUE SUMMARY
Deed Date Book Page Amount Vaclimp Qualified
2005 Tax Bill Amount: $539
SPECIAL 09/2005 05968 1145 $783,700 Vacant No
2005 Taxable Value: $27,000
WARRANTY DEED
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess FrontaLand Unit Land
ge Depth
PLATS: Pick...
Method Units Price Value
LOT 26 KAYS LANDING PHASE 1 PB 67 PGS
LOT 0 0 1.000 62,000.00 $62,000
41-43
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 Just/Market value.
Page 1 of 1
http://www. scpafl.org/pls/web/re_web.seminole_county_title?parcel=34193051900000260&cpad=PORCH... 6/6/2006
i
Prepared By (k c'6Me A Nkil car --
Florida Pools of Central Florida, Inc.
1123 Seminola Blvd.
Casselberry, Florida 32707
State: Florida NOTICE OF COMMENCEMENT
County: d Sc,sn,�,0
THE UNDERSIGNED hearby gives notice that improvement will
be made to certain real property, and in accordance with Chapter
713, Florida Statues, the following information is provided in this
Notice of Commencement.
3
®4
0
Description of property: (legal description of property, and street
� kill rick Pi� mp i 111i,
IIN111110111IIall i1111111111111111111111in1111H11111111111
MARYANNE MURS;j CLERK LF CIRCUIT CULIRT
SE AI NOI_F GUUN TY
DK OW„ 4? Pil 1894; tllpl3)
CLERK' S # 200 6095788
W-10RDED 06/13/2006 04:25:03 RM
REWRI)INU FEEL 10.00
WWROED BY L McKinley
CERIIHED COPY-
1WARYANNE WIORSt -
CL RK PF CIRCUIT COURT
SEMINOIJEE COUNTY, FLORIDA
IAC
DEP LE, K
gess if available)
9 --A» s X11
Gineral Description of Improvements. Install In -ground swimming pool
Owner Information:
A. Name and Address _ Me e5
B. Interest in Property j'
C. Name and address of fee simple titleho der (if other than owner (i I,SI
SAM
Contractor: (name and address) Florida Pools
Surely:
A. Name and Address:
B. Amount of Bond:
Lender: (name and address)
1123 Seminola Blvd
Casselberry, Florida 32707
N/A
N/A
Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.13(1)(a)7. Flnrirla gtgti iac
(name and address) N/A
8 In addition to himself, Owner designates the following person(s) to receive a copy
of the Lienor's Notice as provided in Section 713(1)(b), Florida Statues (name
an4 address)
ABOVE NAMES CONTRACTOR
9 Expiration date of Notice of Commencement (the expiration date is 1 year for the
date of recording unless different date specified)
Signature of wrier Driver's License Number
Owner's Name
Owner's Address jt�0,:,,
All information must be printed legibly to comply with recording requirements
STATE OF FLORIDA
COUNTY OF W( NO
The foregoing instrument was acknowledged before me this
2 • by V Y ft- who is per sal kn o m o has
produced as identification and who did (did < �and.
(Signature of person taking acknowledgement)
(Name of officer taking acknowledgement- typed or stamped
(Title or RanK)
R014ALD C. HOMAN
P40TARY PUBLIC - STATE OF FLORIDA
COMMISSION # DD228953
EXPIRES 9/6/2007
BONDED THRU 1-N&NOTARYI
1123 Seminola Boulevar ,.
Casselberry, Florid 32707
Main Office: (407) 696-2300
FLORIDA POOLS CONSTRUCTION AGREEMENT (Part 1 of 4)
FLORIDA POOLS OF CENTRAL FLORIDA, INC., "FLORIDA POOLS," State certified contractor, CPC048214, a Florida corporation
whose Corporate Offices are located at 1123 Seminola Blvd., Casselberry, FL 32707, hereby agrees to construct for and sell to
1JCnL � H -O ► A S
("Buyer"), whose residence is/or place of business
is (1315 Coe-po Cit d _t4 Do
City- Florida (Zip)
H Ph
ome one Office Phone
the swimming pool and related equipmentdescribed below (herein
collectively called the "work") to be installed at �Zj(�}} ��
CitySo�r�1�t1.c� Zip 3=j Legal LXT- Z o V—A Y'S LAk-obt IJC
for the cash price of $_� 9 , 345 and Buyer hereby agrees to purchase the work id cash price to be paid as follows:
Down Payment ($ ); Balance 40% ($ r— ) at excavation; 4MI. ($ 13 .54-Z a a ) at gunite;
18%(S ) at decks, prior to final top finish surface; and .($ 3. C11 ) at startup of pool/spa equipment; prior to
utilization. Florida Pools shall carry out the work on the terms and conditions set forth on the reverse side hereof. If Buyer has not allowed
construction to commence within sixty (60) days from date of this agreement, Florida Pools reserves the right to renegotiate the contract price.
BUYER'S RIGHT TO CANCEL
You may cancel this Agreement by providing written notice to Florida Pools, 1123 Seminola Blvd., Casselberry, FL 32707, in person, by telegraph,
or by mail. This notice must indicate that you do not want the goods or services and must be sent by certified mail postmarked before midnight of
the third (3`') business day after signing this Agreement.
If you cancel this Agreement, the Seller may not keep all or part of any cash downpayment. Any property traded in, any payments made by you
under the Agreement and any negotiable instrument executed by you will be returned within ten (10) business days following receipt by the Seller
of your cancellation notice, and any security interest arising out of the transaction will be cancelled.
If you cancel, you must make available to the Seller at your residence, in substantially as good condition as when received, any goods delivered to
you under this contract; or you may, if you wish, comply with the instructions of the Seller regarding the return shipment of the goods at the Seller's
expense and risk.
If you do make the goods available to the Seller and the Seller does not pick them up within twenty (20) days of the date of your notice of
cancellation, you may return or dispose of the goods without any further obligation. If you fail to make the goods available to the Seller, or if you
agree to return the goods to the Seller and fail to do so, then you remain liable for performance of all obligations under this Agreement.
(Date)
I HEREBY CANCEL THIS TRANSACTION.
(Date)
ARBITRATION
(Buyer's Signature)
Florida Pools and Buyer hereby elect binding arbitration as their exclusive method of settling all controversies and claims existing between them
relating to this Agreement without regard to whether such claims or controversies arise under. contract, tort, statute, regulation, ordinance, or other
law. Arbitration proceedings shall be conducted in accordance with the Rules for Swimming Pool Arbitration adopted by the Bludsworth Central
Florida Chapter of the National Spa and Pool Institute (NSPI) Arbitration Committee and said Rules are hereby incorporated by reference into the
terms of this Agreement. Additional information may be obtained by writing the chairman of the Bludsworth Central Florida Chapter at the address
referenced in the RULES FOR SWIMMING POOL ARBITRATION. Arbitration proceedings under this Agreement shall be commenced by either
party by sending a written request for arbitration to the Chairman of the Central Florida Chapter of NSPI Arbitration Committee, together with any
filing fees required. Requests for arbitration shall be submitted on "Request for Arbitration" forms that can be obtained from the local NSPI and
must set forth the issues in dispute, and or the amount claimed as damaged, and the relief sought.
Notwithstanding the foregoing, Buyer and Florida Pools agree that Florida Pools retains the right to file a claim of lien against the property and to
protect this lien until ultimate resolution of the dispute.
Buyer acknowledges that he has read and received a complete, legible copy of this Construction Agreement (Part I), including the items and
conditions contained on the reverse side hereof, and a complete, legible copy of each other document which Florida Pools has required.or requested
Buyer to sign. Buyer acknowledges receipt of the Swimming Pool Specifications and the Exclusive Service Agreement (designated as Parts 2 and
4 of this Construction Agreement). Buyer shall receive a copy of the Plans (designated as Part 3 of the Construction Agreement) as soon as they are
completed.
r� /��
Dated this day of 'J (K►1� 20 l6.
- V��
Buyer's Signature
Buyer's Signature
Sales Representative
FLORIDA POOLS
This Agreement is not valid until accepted by an officer
of the Seller.
Accepted this date 20 d6
By C
Title /.
Revision Date: 6/20/00
iC:C3r f—P
- O 1
Permit
�LiVMNOLF CO,.A17
Residential Swimming Pool,
Spa and Hot Sub Safety Act
Notice of Requirements
I (We) ackowledge that a new swimming pool, spa or hot tub will be constructed or installed
at 3W � ��.� e( �) ► -,and herebyaffirm that one of the followin
(PSmse Pnrn me« ,aaaress� g
methods will be used to meet the requirements of Chapter 515, Florida Statutes.
(please initial the method(s) to be used for your pooh
i 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 goof 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;
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 5500 and/or up to 60 days in jail as established in Chapter 775, F.S.
WS M • & -c
CONTRACTOR'S NAME,PLEASE PRINTI
G NER'S SIGNATURE & GATE
OWNER'S NAME (PLEASE PRINT)
�LN-tll�iUL/ W i� Residential t1al SwIt7Zi'1"'I1ng POOH,
Spa and Hot Tub Safety Act
Notice of Requirements
I (`We) ackowledge that a new swimming pool, spa or hot tub wily be constructed or installed
at 73 1 f, (�. 'bf i 4q, , and herebyaffirm
(P%mst P nrtt Stre tt A<trrss) _ that one o f t h e following
methods will be used to meet the requirements of Chapter 515, Florida Statutes.
(olease initial the methad(s) to be used for your cool)
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 wilt be equipped with
self-closin-g, self -latching devices with release mechanisms_ placed no lower than
5,4" 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 consttute a violation of Chapter 516, Y.S.
and will be considered as committing a misdemeanor of the second degree, punishable by
Z* up to $500 and/or up to 60 days in jail as established in Chapter 775, F.S.
CCNTRAC T OR'S S GNATURE & DATE'
�Q5 m - &I &-(--
CONTRAOTOR'S NAME ,PLEASE PRINTI
*ONERR'S SIGNATURE & OAT_
OWNER'S NAME (PLEASE PRINT)
CCL CONSULTANTS, INC.
AUTHORIZATION #LB5610
ENGINEERS SURVEYORS PLANNERS
2603 MAITLAND CENTER PARKWAY SUITE C MAITLAND, FL 32751 (407) 660-2120
POMPANO BEACH ORLANDO TAMPA JUPITER
WWW, CCL -POMPANO. COM
WWW.CCL-ORIAA(DO.COM
NATIONAL FLOOD INSURANCE PROGRAM
COMMUNI TY NUMBER 121170
PANEL NUMBER 0040 E
MAP REVISION 4/17/1995
FLOOD ZONE X AND A
NO BASE FLOOD ELEVATION SHOWN.
L ECB N D
R- RADIUS
L- ARC DISTANCE
A- CENTRAL ANGLE
A/C - AIR CONDITIONER SLAB
CENTERLINE
.E. DRAINAGE EASEMENT
L.M.E. - LAKE MAINTENANCE EASEMENT
U.E. - UTILITY EASEMENT
F.F. - FINISH FLOOR
KAY'S LANDING PHASE 1
BEARINGS BASED ON THE. WEST LINE
OF THE NORTHEAST 1/4 OF SECTION J4,
TOWNSHIP 19 SOUTH, RANCE JO EAST,
SEMINOLE COUNTY, FLORIDA, BEINC
NO074'40"W, AN ASSUMED MERIDIAN
0 INDICATES 5/8' IRON ROD SET WITH NUMBER
L85610 CAP, UNLESS OTHERWISE NOTED
L.B. LICENSED BUSINESS
N&- SET NAIL AND DISC 1.8/5610
PC - POINT OF CURVATURE
PCC - POINT OF COMPOUND CURVATURE
PI - POINT OF INTERSECTION
PRC . POINT OF REVERSE CURVATURE
00 - PROPOSED LOT ELEVATION
SCALE: 1" a 30'
LOT: 10,, 1101 fsq.ft.
;�,^
bOL D
County, Florida.
-- 1t
343
O
NOTES: (SKETCH AND LECAL ONLY, NOT A SU°VEY)
0
1, UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED
SEAL A FLORIDA LICENSED SURVEYOR AND MAPPER THIS
2. LANDS SHOW HEREON W,:FE NUT Aq_URCE�7ED --
cx,v GFLq
G,
DRAWING, SKETCH, PLAT OR MAP is FOR INFORMATIONAL
PURPOSES ONLY AND IS NOT VALID. ADDITIONS
pA-T'r u
O
T S
I�E)A
LO
CONSENT OF THE SIGNING PARTY OR PARTIES.
REVISIONS
1Q.v���
cy?,•,8.
DATE
BY / '
/
35.1
JAM
1
U i
W
N / hbb
AVID M. BRUNO, P.S.M
PROFESSIONAL SURVEYOR and MAPPER #5670 STATE OF FLORIDA
If F
DATE OF SKETCH DRAWN CHECKED FIELD
BY
/
Cl) coy
j� 34.5
R=125.00
L=96.39
p
6=4470'52A-/
ryh �
iso, �,
\s
icyT �,5, O
LEGAL D£SCR/PT/ON.-
13r
LOC AT ON SKETCH
(NO TO SCALE)
c�
/
Cl:
A=20'34'34"
R=12.5.00'
L=44.89'
01<.
-9�
NOTE: \
BUILDING WILL BE STAKED AS SHOWN
Lot 26, Kay's Landing Phase 1, according to the P/al thereof, as recordlsd in !,7/cif BOak ?? at
Page ?—?F Of the Public Records, Seminole
County, Florida.
O
NOTES: (SKETCH AND LECAL ONLY, NOT A SU°VEY)
0
1, UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED
SEAL A FLORIDA LICENSED SURVEYOR AND MAPPER THIS
2. LANDS SHOW HEREON W,:FE NUT Aq_URCE�7ED --
G,
DRAWING, SKETCH, PLAT OR MAP is FOR INFORMATIONAL
PURPOSES ONLY AND IS NOT VALID. ADDITIONS
BY CCL CONEUL:ANTS INC iMENrS AND
RIGHTS-OF-WAY OFA 1.1
O
OR DELETIONS
TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES /S PROH/B/TED W17HOUT WRITTEN
J. DATA SHOWN H ON WA. OMPILEO F � -OQ-
INSTRUMfN AND
LO
CONSENT OF THE SIGNING PARTY OR PARTIES.
REVISIONS
���p, , _ p FIELD S
AS SU
DATE
BY / '
PLOT PLAN 11/705
JAM
U i
W
E117/05
AVID M. BRUNO, P.S.M
PROFESSIONAL SURVEYOR and MAPPER #5670 STATE OF FLORIDA
0 d
D. Z
DATE OF SKETCH DRAWN CHECKED FIELD
BY
JAM I BY DMB BOOK N/A
1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S
POOL PLAN.
2. POOL WALLS SHALL BE 5" THICK AND FLOORS SHALL BE 6" THICK
AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A
COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. CONCRETE DECK
SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI
STANDARD 318.
3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING
CODE BUILDING 2004, FLORIDA BUILDING CODE RESIDENTIAL 2004, ANSI
NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS,
AND ANSI/NSPI NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS.
4. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL
UNLESS OTHERWISE NOTED.
5. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40,
REINFORCING SHALL BE # 3 BARS AT 12" O.C. EACH WAY WITH 15"
LAP JOINT IN WALLS AND FLOORS UP TO 6'. OVER 6' USE #3 BARS AT
6" ON CENTER EACH WAY IN THE AREA OVER 6'.
IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT A SEPARATION
BARRIER, MINIMUM COVER SHALL BE 3". WITH A BARRIER (STEELTEX)
BETWEEN CONCRETE AND EARTH, MINIMUM COVER, SHALL BE 1 X".
6. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL
AND DECK REINFORCING STEEL TO BE BONDED TO THE POOL
REINFORCING STEEL WITH #8 AWG COPPER WIRE. #8 AWG COPPER WIRE
TO BE RUN INTERNALLY AND EXTERNALLY WITH THE NEC APPROVED
PVC LIGHT CONDUIT FROM THE LIGHT NICHE TO THE JUNCTION BOX.
COMPLETION OF POOL GROUNDING TO PANEL GROUND BY ELECTRICIAN.
7. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,
WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE
BEARING CAPACITY, ANY UNSUITABLE MATERIAL ENCOUNTERED IN
EXCAVATION SHALL BE REMOVED IN IT'S ENTIRETY AND THE AREA
SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY
COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE
POOL MUST BE REDESIGNED.
8. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM
FAILURE BY ACCEPTABLE METHODS IF REQUIRED. THE DESIGN ENGINEER
ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING
STRUCTURES.
9. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
CONSTRUC110N IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL
CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL
DIMENSIONS SHOWN PRIOR TO CONSTRUCTION.
10. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN
RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM
CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AN
ORDINANCES.
1L CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING
AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO
AREA.
12. IF A WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC
BREAK WILL BE PROVIDED.
13. ALL STRUCTURAL FILTRATION, AND ELECTRICAL DETAILS OUTLINED
IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION.
14. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH AN
ON-OFF SWITCH MOUNTED FOR EASY ACCESS TO ALLOW THE HEATER
TO BE SHUT OFF WITHOUT ADJUSTING THE THERMOSTAT SETTING AND
TO ALLOW RESTARTING WITHOUT RELIGHTING THE PILOT LIGHT.
15. SPAS AND HEATED POOLS SHALL HAVE A COVER DESIGNED TO
MINIMIZE HEAT LOSS UNLESS 70% OF THE ENERGY FOR HEATING IS
DERIVED FROM NON-DEPLETABLE ON-SITE RECOVERY SOURCES.
16. THERE SHALL BE ADD SAFETY GLAZING IN DOORS AND WALLS OF
ENCLOSURES FOR HOT TUBS, AND OTHER SUCH FACILITIES WHERE SUCH
GLAZING IS LOCATED 36" OR LESS FROM A STANDING OR WALKING
SURFACE WITHIN THE ENCLOSED AREA OR LESS THAT 60" ABOVE THE
FLOOR OR WALKING SURFACE.
17. WARNING! TO EMPTY THE POOL FOR ANY REASON, THE
HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER
MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT
PRESSURE.
WATER LINED/ LIGHT
6" TILE
STEPS w
6'
MAXIMUM RISER = 12" 1
MAXIMUM TREAD = 10" (240 S0. IN.)
DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF
STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION
LONGITUDINAL POOL SECTION
CK COPING '
X6" TILE SPILLWAY
(WIDTH SEE PLAN)
POOL
WATER LINE
1 i -6"X6' GLASS BLOCKS
1L MOUNTED IN 25DO PSI
CEMENT (IF SPECIFIED)
13 AT 12" O.C. EA WAY
RAISED SPA DETAIL
MAX. T-
24*
24
14'-18"
UNDISTURBED
SOIL (NO VOIDS)
TYPICAL
SWIMOUT DETAL
VARIES — SEE PLAN
THERAPY ^I
co
#3 AT 12' 18' SEAT
O.C. EA. WAY
RETURN
(1ST SPECIFIED) 6' 1
GUNITE
REBOUND
2-8" 0 ANTI—VORTEX DRAINS
SEPARATED BY 3'
SPA SECTION
THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
THROUGH PVC PIPE WITHOUT EXCEEDING THE
MAXIMUM STANDARDS FOR VELOCITY (Fr/SEC)
2" 85 GPM 105 GPM 2 HP
2 34" 125 GPM 150 ",2 1/2 HP
PUMP SIZE BASED ON A TOTAL DYNAMIC HEAD (TOH) OF
50' AND FOR ESTIMATE ONLY. ACTUAL PUMP SIZE •ALL
VARY DEPENDING ON THE PUMP SPECIFICATION AND THE
TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS
DISTANCE
'LESS THAN
1, ON 1 + 1
SURFACE SKIMMER
ADDITIONAL #3
REBAR REQO AT
SKIMMER OPENING
WALL SECTION
AT SKIMMER
1 #3 BAR CONT. W/
5' WALL—W/ 8'X8" BOND
BEAM USE 2 #3 BARS CONT.
18" MIN. TO
TOP OF LENS—
MARBLE
PLASTER FINISH
4" NOM. "FIBER MESH" CONCRETE DECK W/ SUP
RESISTANT TOPPING ON COMPACTED GROUND
W/ ALL ORGANIC MATERIAL REMOVED (OPTIONAL)
4' MIN. JUNCTION BOX
8' MIN. (BY OTHERS)
TO TRANSFORMER
(BY OTHERS)
OUTER EDGE OF DECK TO
CONFORM WITH LOCAL CODE
REFER TO ATTACHED DRAWING `U.L. APPROVED 120 VAC/30OW POOL LIGHT W/
FOR DATA REGARDING DUAL GFI OR 12V/30OW POOL LIGHT W/ LOW WATER
SUCTION OUTLET SYSTEM AND CUT OFF IN U.L APPROVED GREY PLASTIC
VACUUM REUEF SYSTEM FORMING SHELL W/ #B BOND PER N.E.C.
#3 BARS 12' O.C. EACH WAY
STEELTEX FORM (OPTIONAL)
POOL STRUCTURAL DETAILS
tF
#8 AWG COPPER WIRE
TIMECLOCK
TO PANEL
SERVICE /—SPST
DCT. BOX / TOGGLE
F4' MIN. � SWITCH
8" IN. W.P. DISC
PUMP
POOL DECK 12 V TRANS
3 #12 IN 1%" COND
�-12 V/300 WW/ LOW ALL ELECTRICAL
WATER CUT—OFF SHALL CONFORM
OR 120 V.A.C. W/ GFI W/ ART. 680
PER N.E.C. N.E.C. 2002
ELECTRICAL DIAGRAM
W/ 8"X8" BOND BEAM
�15E 2 #3 BARS CONT.
\MIN. 1 34" COVER OVER
ALL BARS SEE NOTE 45
5
5 6" 11LE5 5'O WALL/
BRICK (1 ROW) DECK OVERPOUR
STRUC 'URE ALTERNATE BEAM
_Idp;wr= RNISH DETAIL
6' THICK WALL
#3 BARS AT 6'
I O.C. EACH WAY
STEELTEX FORM
MARBLE PLASTER
FINISH
SEP 2 12005 1
THE CONTRACTOR MUST PLACE ALL STEEL li4 THE POOL WALL AT NO MORE THAN 6" ON /
CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL SHELL WALL
SHALL BE CONSTRUCTED AT 6- THICKNESS. THE STEEL MAT AND SHELL WALL SHALL + GO N H. HF .RDSON, P.E.
BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT 'WHICH 15 GREATER THAN FL. R.E. NO 3333
THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD. 1717 GOLFSIDE DRIVE
TYPICAL WALL AND FLOOR W'NTER PARK, FL 32782
WITHIN ANGLE OF REPOSE PHONE: (40'7) 657-4133
FAX: (407) 657-4133
4 1
FILTER SYSTBA
1. MAIN DRAIN LINE
2. SKIMMER LINE
3. WASTE UNE
4. RETURN UNE
5. PRESSURE CLEANING
LINE (OPTIONAL)
1 A_ HAIR do LINT STRAINER
B_ RECIRCULATOR PUMP
C. FILTER
D. IN—LINE CHLORINATOR
(OPTIONAL)
E HEATER (OPTIONAL)
VALVE
F. ANTI ENTRAPMENT
SYSTEM
28' MIN. PER
MANUFACTURER SPEC.
LADDER TO BE
CROSS BRACED PER
MANUFACTURER'S SPEC.
ALL LADDER TREADS SHALL
HAVE SUP RESISTANT FINISH
WEDGE ANCHOR
AND ESCUTCHEON
3' MIN. 6" MAX. BETWEEN
TREAD AND POOL WALL
TYPICAL SWIMMING POOL
LADDER SECTION
•
of Central FIOJ7d1, Inc.
1123 SEMINOLA BLVD
CASSELBERRY, FL 32707
RESIDENTIAL
SWIMMING POOL
MASTER SPECIFICATION
DRAWING
FOR
CITY OF SANFORD
NOT ?C SCALE
DWG BY DASH
APPD 9'.' ti GHS
VACUUM LINE
PFTIONALJ
W, SAFETY VACLAAI
FITTING _
1X 9
f
VE A
VACUUM LITE
(OPTIMAL.)
VW SAFETY VACUUM
FITTING \
1x Ta
VE If
,x -
SER
wN S
wAx 1r
ANnVQTTEX
r �
ro
ANG POOL
qI SEp�C��T��I,OO�N-
���
".
! MAx 1r
ANTT+.aRT>:IL
covert
11
( ra
SVVMVAING POOL
SECTION
RESIDENTIAL SWIMMING POOL, SPA AND WADING POOLS
DUAL SUCTION INLET SYSTEM & VACUUM RELIEF SYSTEMS
IN ACCORDANCE WITH SECTION 424.2.6.6
OF FLORIDA BUILDING CODE
ANTTVORTEX
COVER
SUCTION v&ET3
(MAIN oRAMM SFA
VEI ra'
suCTION uw.ETs
(MAW CRAWM
t
ra
SUCTION KETS
wAw CRAmm
VACUUM LINE ALTS_ R1VA_ �
(oFmoNAL)
W/ SAFETY VACUUM
FITTING \
slcr•MFR
,ts• I /
I MW r
MAx /r
1%. ANTIVORTFX
COVER
VES
SUCTION ra.ET
(MAIN 0"
• •
M-15220.1
(COVER MUST COMPLY WITH
ANSVASME A11219_8 M )
SPA SECTION
AL TERWATE'A'
llcJArrEli ANnVORTEX
COVER
SPA
tr
0' ,X
VE I
ra
sucTloN W&tT
(waw CWJN)
SPA SECTION
ALTERNATE '8'
AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-
ALERT.Tu SVRS SYSTEM IS AN ALTERNATIVE VACUUM RELIEF
DEVICE, INSTEAD OF EITHER OF THE TWO SYSTEMS SHOWN.
THATVENTIS AA SVNDMMINtHp ETES
SAFETY 8E TAM DEVICE AND SHOULD NOT
BE TAMPERED AITH.
zSw,:ERTXAL
TE SUCTION INLET SYST1'�y MAY
INCUJIDE 1 ON THE BOTTOM AND ONE ON THE
LL.OR OPE EACH ON TWO (z)
E WALLS
VENT TO ATMOSPHERE SO VENT
WILL NOT aE INSECT INFESTA�T)OKOR Y DEBRtS,
MICRO
VENT COVER MAY BE GUTTER
DRAIN SUCH AS HAYWARD
MODEL SP•1019
HFOIOGMCAL CONTAMINATION 2- 9W ELBOWS
r r
a MINIMT.
r
r $ ( s- o F
SUCTION
INLET
M VETEE
OMSTANCl: r
TEE
CONNECTION . 1' —
0
ALL SUCTION
TO PUMP . pun ' _'
gi
3LX (9)
MIAA
STX SUCTION PIPE Vin, FPS FPS OR a� C.Fy
SUCTION1K' 8
INLETzi 10
ATMOSPHERIC VENT PIPE UDjG-TH
MLNWA M.- t r MAXIMUM . 3A'
/ \
1X- 0 VENT PIPE
\ r
1r MML
SUGGESTED
DETAIL
(1) VERTICAL
TOLERANCE
LS + r
(I) WATER
MARK - fi--
TO PUMP
mm���
N
THE MAXIMUM VACUUM WITH ONE
SUMP PLUGGED AND TO RELEASE
DUAL SUCTION INLET SYSTEM ABODYExTRAPMENTONTHEOTHER
SUMP WILL NOT EXCEEDED 4.8
& ATMOSPHERIC VENT SYSTEM INCHES OF MERCURY IN 3 Sr=cONOs
SEP 2 12-005
GOR, H. 1EI'CRDSONI• RE
FL P. N+O c 1
1717 GOLFSIDE ORAE
VVINTER PARK. FL 3ZM
PHONE (407) 657-1133
FAX (407) 657-4133
_1WCK_
WATER
LEVEL
4'8Y." >
Lu I —3' MIN—i
Lu
a
TYPICAL POOL AND SPA INSTALLATION
SUCTION FLOW FOR RESIDENTIAL POOL = 8 FPS
SUCTION FLOW FOR RESIDENTIAL SPA = 6 FPS
CONTRACTOR MAY SUCTION PIPE SIZE
TO MEET THESE REQUIREMENTS
MAX "L' TO MAIN
a
PS 8 FPS SIZE ELBOW ELBOW
19 134' y
25' 4
r• 2f,' 6'
31' 2 W 3' 8.
3• 4,8 55' 4' 5' 12'
72' 5' 6. 14'
PIPE LENGTH TO VE If as "L" - ELBOW FRICTION LOSS
EXAMPLE: THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN
TO VEII IF USE 2' 0 PIPE W/ 2-90' ELBOWS AT 6 FPS IS 54'- 12' = 42-
M SUCTION ELIMINATOR - VE If
AVE II IS REQUIRED FOR EACH PUMP PLUMBED TO AMAIN DRAIN
of Cerdml Florida, Inc.
1123 SEMINOLA BLVD
CASSELBERRY, FL 32707
NOT TO SCALE
DWD BY- GHS
r
12" t® 24" DECK TURNDOWN
RETAINING WALL
The ground drops off going towards the back yard so that the existing ground is approximately
12" to 24" lower than the proposed pool deck. The contractor proposes to "turn down" the deck
along the backside of the deck and the side towards the house as far as it is needed. The
contractor proposes a monolithic pour of the turndown area and the remainder of the deck using
a fiber additive in the concrete. In the area of the turndown, the contractor proposes that the wall
will be 8" thick and contain 145 reinforcing bar in its base and 143 bar at the top of the
turndown and 143 bar vertically at 36" on center between the horizontal # 3 bar and the
horizontal # 5 bar.
When the base of the turn -down extends
into the original ground soil a pilaster will
not be required.
They will install 4" diameter pilasters every 5
feet under the turndown and as a part of the
turndown that will be either 2' into the .ground .
or to the indigenous material, which ever is
deeper. They will also install a #3 reinforcing
bar in the pilaster and tie it into the reinforcing
bar in the base of the vertical pour. All other
construction procedures and specifications
will be in accordance with the contractor's
specification sheet on file with the building
department.
Based on this data, I feel that the construction
procedure to be utilized in this instance
complies with sound construction practice, is
in accordance with the Florida Building Code,
Building 2004, and Florida Building Code,
Residential 2004 and will not derogate the
quality of the pool deck being constructed for
the home owner and is acceptable.
IMPORTANT NOTE:
A DECK TURNDOWN IS NOT
INTENDED TO BE A SUBSTITUTE
FOR A RETAINING WALL. IF THE
VERTICAL DIMENSION FROM THE
TOP OF DECK TO THE OLD GROUND
EXCEEDS 2'6" (FOR A 12"
TURNDOWN), 3' (FOR AN 18"
TURNDOWN), OR 3' 6- (FOR A 24"
TURNDOWN) FOR MORE THAN 20 %
OF THE TURNDOWN LENGTH OR
THE FINISHED GRADE SLOPE
EXCEEDS 4' HORIZONTAL TO 1'
VERTICAL, A TURNDOWN SHOULD
NOT BE USED,
4" CONCRETE DECK
COMPACTED 8
MATERIAL
1- #5 REBAR
CONTINUOUS
4" 0 PILASTER MAX
EVERY 5' WITH t_
14 3 REBAR — 1
6" MIN
NOT TO SCALE
# 3 BAR
CONTINUOUS
1 # 3 BAR VERTICALLY
�AT 36" ON CENTER
2" to 24" TURN -DOWN
4' OR FLATTER
FINISHED GRADE
z2'
iic1� %RIcLI=II.�l�tl=
OLD GROUND
TYPICAL SECTION -DECK TURN -DOWN
e
I�IIOII�f�11rG1Ir1
NO FOOTER
LEVEL TERRAIN
El
RIBBON FOOTER -WHERE FOOTER IS NOT CONNECTED TO DECK:
OAR B
•
3' OR
STEEPER
2#5BAR 1
CONT.
FOOTER
W/ SLOPE BETWEEN
1' IN 6' TO 1' IN 3'
USE 8-x8' CONCRETE RIBBON FOOTER W/ 1#5 REBAR
CONTINUOUS TO SUPPORT UP TO 2- X 6- UPRIGHT
❑ USE 8-x 12' CONCRETE RIBBON FOOTER W/ 2 # 5 REBARS CONTINUOUS
TO SUPPORT UPRIGHTS LARGER THAN 2' x 6'
1) FOOTER SHALL BEAR ON ROCK CLEAN SAND.'OR STRUCTURALLY
SOUND SOIL (>1500 PSI:) THAT SHALL. BE COMPACTED TO PROVIDE OPTIMUM
BEARING CAPACITY TO PREVENT SETTLING.
2) CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI W/ FIBER MESH
OR 6x6 -10x10 W W MESH.
3) 3 - #3 BARS IS EQUIVALENT TO 1 #5 BARS.
CONTRACTOR MAY USE:
3- # 3 BARS FOR 1 # 5 BAR
1' MIN.
2 # 5 BAR
CONT.
FOOTER WHEN SLOPE
1' M 3' OR STEEPER
OR WHEN DECK EXTENDS
33' OR MORE PERPENDICULAR
TO THE SUPPORTING STRUCTURE
0
FOOTER WHEN SLOPE
1' IN 3' DR STEEPER
OR WHEN DECK EXTENDS
33' OR MORE PERPENDICULAR
TO THE SUPPORTING STRUCTURE.
TYPICAL SCREEN DECK FOOTER DETAILS
NOTE: IF A SCREEN ENCLOSURE 1S TO BE BUILT, THE SWIMMING POOL
CONTRACTOR SHOULD COORDINATE CONSTRUCTION OF ANY
REQUIRED FOOTER WITH THE SCREEN ENCLOSURE CONTRACTOR.
VALID FOR ONE YEAR
FROM SIGNATURE DATE
SEP 2 1 2005
DATE
GOP,% N H. S EIPRCISON, P.E.
FL. 1 NO.333
1Q25 OUTH SEMORAN BLVD
WINTER PARK, FL 32792
PHONE: (407) 679-9188
of Cesnftl Florida, Inc.
1123 SEMINOLA BLVD
CASSELBERRY, FL 32707
LVOT TO SCALE
S
DWD BY— GHS
45'-6'
Kingston Plus
Garage Left
4.
N
4
0
Janette Soto
email:soto.1993@msn.com
- r - JrLl-1l
------------------------
Notes: 1. Pool light switch located at
equipment
i
location unless otherwise specified and
charged for.
2. Screen Frame - Bronze
i
Pool Equipment on meter side of
house unless otherwise
' specified
---------------1—---------------------�
I
Note: Any window within Fof the pool must have
safety glass and is the owner's responsibility to I
t have installed. I I Ihce have reviewed the above dra.�'ing
and agree to it's design and
-- — --— -— -— -— -— -- —- — -
Custom Pool Design Prepared For Designed By - Ro-►v
1123 Seminola Blvd Name: Engle Homes Home: 973.333.3133
® Casselberry, FL 32707 Address: 11315 Corporate Blvd. Office: 201.726.3721
Office: 407-696-2300 City/ST/Zip Orlando,Florida 32817 Mobile:
Fax: 407-696-2360 1 Subdivision: tray's Landing Lot # 26 Other:
•iii.•.
nature 1/' Date
rch Signature Date
SPECIFICATIONS
Pool Dimensions: Size S x 3� Depth x
Special Depth nR-
Water Surfe Area _ Vn
sq. ft.; Perimeter 9 / feet
FilterType HCAJTprt�2 DE ;Size D,4-
Pump Type t ; Size 1 (-I • P
Additional Pumps U ; Size
Return Inlets - No. Skimmer No.
Sanitizing System I U
Heater - Type ; Size r
GAS LINE AND/OR TANK INSTALLATION AND HOOK-UP IS THE
RESPONSIBILITY OF THE BUYER.
Cleaning System M A i'V Li A, L-
Step/Bench Pkg.
Other Plumbing
Water Feature
Water Line Tile M t L Color
Step Edge Tile
y- t y- 3 Ir Color
Raised Beam tJ
Coping LF ; Color^—
Grab Rails & eljessep Steps — ; Hand -Rail
Swimout ( x (::� ; Bench x ; Step-out(s) # -'
Additional Bench, LF PL O
Underwater Li ht ES
Therapy Spa x ; Sq. Ft. ; Raised—
Jet No. Spa Light
Special Notes:
Glass Block --
Deck U C-; Sq. Ft. rj"t l ;Color 1 Tr\
Additional Deck Work N O sq. ft.
Deck Pilasters L.F. — Height —"
Deck Steps — U L. F. '-
Deck -O -Drain L.F. Footin s 1
g _!\ U L. F.
Retaining Wall (tel b
FLORIDA POOLS to remove on day of excavation:
Stumps - No. C) Concrete/Asphalt Sq. Ft. 0
Uprooted Vegetation and Other Debris Q
Total No. of Loads to Remove
Double Dirthandling Irl(,) Pump from Street
Buyer to have following located, rerouted or removed, as required:
Septic Tank ; Gas Line
Water Line 111 ers
Telephone Line Lie ; Sewer Line
Access: Right ( LK -511 (t -)-Rear (,_}Fence Replacement ( )Yes (V�eo
Permission over driveway t D Permission over next lot �D
Sidewalk Replacement ( ) Yes ( No
Additional Grading hj 0 Cu. Yds. U Water Sourcc-GEY
Interior Pool Finish _SU F>MEj kE•
Auto Controls (V U
Additional Electrical 1140
Screen Enclosure _ 1Color ( ti �-'Z
Roof 00 ►A Doors # C-' Gutters
Child Safety Fence C L-09 P r -
er Special Construction Features and Equipment; Notes