HomeMy WebLinkAbout325 Porchester DrPermit #
Job Address:
CITY OF SANFORD PERMIT APPLICATION
RECEIVED
Date: -1-9-77 JAN 12 2007
Description of Work: 1
��
Historic District: Zoning:
Value of
ork: $�����`� (n .
Permit Type: Building V 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 #• y — Iq �� ' 114 3 ' - (-*N 0--1(1
—
Owners N me &ldress:ena 1
Qontractor Name & Address• 'r- 'n Y -
Phone & Faz: L IN
Bonding Company:
Address:
Mortgage Lender: _
Address:
Arch itecttEngineer
Address:
(Attach ProoAof Ownership & Lggal Descn'Atiott)
=_Ik_
_I State License Number: L 0� ` r��^� ��"
Contact Person: _ S ew Phone: – [ . �[iQ,� �
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: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all appheablo Laws tr giflnr,'ng
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOI i is P!- Y ING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OIL Al",
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicableto this property that may be found in the Public rrcorris of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or fcdend agencies.
Acceptance of permit is ve 'fic ll notify the owner of the property of the 40'
Florida Lien�t La FS 71
Signature of Owner/Agent bate �v `%��•
(nnrarrnr/A vent atc\Le
tint er/Agent's Namector/Agent' Name
Signature ofNotary-State ofFlorida Date Nota - tate o Florida Date
RONALD C. H_OMAN
NOTARY Owner/Agent i y Known t6iIQ&WISSION # M2
28953A
_ Produced ID EXPIRES 9/8/2007
BONDED THRU 14WI40TARY I
APPLICATION APPROVED BY: BI g. G, Zoning:
Contractor/Agent isPersonall
—Produced ID Avz
Utilities:
(Initial Date (Initial & Date) (Initial & ,
Special Conditions:
e or REBECCA BRITTAIN
Notary Public - State of Florida
My Commission Expires Jun 7, 2009
Commission # DD 438415
Permit # :
Job Addr,
Descriptio
CITY OF SANFORD PERMIT APPLICATION
Date:
Historic District: Zoning: Value of Work: $ �-5—� • Gly
Permit Type: Building Electrical )< Mechanical Plumbing Fire Sprinkler/Alarm Pool
Y
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Tempot"ary Pole
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets _
Occupancy Type: Residential Commercial
Construction Type: # of Stories:
_ Replacement New (Duct Layout & Energy Calc. Required)
# of Water & Sewer Lines # of Gas Lines
Plumbing Repair - Residential or Commercial `
Industrial
# of Dwelling Units
Total Square Footage:
Flood Zone: (FEMA form required for other than X)
Parcel #: 3,4 ^ 9 (Attach Proof of Ownership & Legal Description)
Ck
Owners Name & Address: C.".) +/ � e1 c=C 1 1 �l'& � b4 y�\l �
(`j'�-L✓>�-y�%�� Pt Z s?i-I" � Phone: p
Contractor Name & Address: {�fLl7✓�^ �t A SLS J 23 �^ C:AA-t NN (� 1
State License Number: c C- o (4 d D- I
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Contact Person:
hone:
Address:
Architect/Engineer: // /J Phone:
6
Address: ! i3 ---FSI �c-F�Z �a^��t 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 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 maybe additional restrictions applicable to 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 Ovate _lag
agement districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements o I da )-w, FS 7
Signature of Owner/Agent Date Signat eo Contractor/Agent Date
V,� � je&CP
Print Owner/Agent's Name ,Print ntractor/Agent' Name
112b-�-
Signature of Notary -State of Florida Date Siatur, of Notary State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: Bldg:
(Initial & Date)
Special Conditions:
Y
REBECCA
BECCA BRITTAIN
•••;�P{iPVa ��
Contractor/Agent is Persona `lyleoNota Public - State of Florida
Produced ID ' My Commission Expires Jun 7, 2009
OF' `oa o Commission # DD 438415
......... Bonded By National Notary Assn.
Zoning: utilities:
(Initial &Date) (Initial &Date).�(ItHtial &Date�(J9
\j
Prepared By Centr�alFlor�r�� Florida Pools of ida.
1123 Seminola Blvd.
Casselberry, Florida 32707
1 1901 to no It not it aot It 116,11,11111111,1101 19,99 01 101 11 V 9 al 11981
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 06554 Pg 56871 tlpg)
CLERK'S 0 20- 07006870
RECORDED 01/12/8007 02141124 PM
RECORDING FEES 10.00
RECORDED BY t holden
NOTICE OF COMMENCEMENT CERTIFIED COPY
State: Florida MARYAN M� FT
County: Sanford Yr n� C� CLERK OF C T 4URT
SEMINOLE 0 T . F RIDA -
THE UNDERSIGNED hearby gives notice that improvement will BY
be made to certain real property, and in accordance with Chapter DE urY I_ Rtc
713, Florida Statues, the following information is provided in this m
�
Notice of Commencement. 2007
1 Description of ropert : (legal description of p operty, and street address if available)
-5
2 General Description of Improvements. Install In -ground swimming pool
3 Owner Information:
A. Name and Address _�iiC't�{ �Y>1S ��JI� ('f�►✓7)c) }� �l
B. Interest in Property —�
C. Name and address of fees pie titleholder (ifotherthan owner) SAME
'4 Contractor: (name and address) Florida Pools
1123 Seminola Blvd
Casselberry, Florida 32707
5 Surely:
A. Name and Address: N/A
B. Amount of Bond: N/A
6 Lender: (name and address)
7 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, Florida Statues
(name and address) N/A
8 In addition to himself, Owner designates the following
person(s)
of the Lienor's Notice as provided in Section 713(1)(b), Florida Statues (name copy
anq 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 Owner-'t�lt`nr�9
Driver's License Number
Owner's Name
Owner's Address 5
All information must be printed legibly to comply with recording requirements
STATE OF FLORIDA
COUNTY OF_SrM j N6 L
The foregoing Instrument was acknowledged before me this
produced -O, by I (t n� � who is Pers all k wn to me or w s
as identification and who did (did ot) take and oath
2e�,--j
C ��^� (Signature of person taking acknowledgement)
(Name of officer taking acknowledgement- typed or stamped
(Title or RanK)
RONALD C. HOMAN
NOTARY PUBLIC • STATE OF FLORIDA
COMMISSION # DD228953
EXPIRES 9/6/2007
BONDED THRU 1.88&NOTARYI
T
�• r i t� ~.
1123 Seminola Boulevardof Central Florida, Inc. Casselberry, Florida 32707Main Office: (407) 696-23crom
FLORIDA POOLS CONSTRUCTION AGREEMENT
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 tG
E. MG ( i v PAEX (`Buyer"), whose residence is/or place of business
is (Ills CO ® City 024n-- , Florida (Zip)"!?- 11
Home Phone Office Phone
collectiv ;ly called the "work") to be installed at
the swimming pool and related equipment described below (herein
City Zip Legal
for the cash price of $ and Buyer hereby agrees to purchase the work
''rs
for said cash price to be paid as follows:
Down Payment ($ "� ); Balance 40% ($ ) at excavation, � ($ �• �_ 0(j ) at gunite;
18%(s ) at decks, prior to final top finish surface; and o ($ 3. Dat 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. ,/�,,,/
Dated this � ,
day of :!/70 IIAOAI , 20LI 7
>4,4_�
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 l , 20�
By
400—
Title
Revision Date: 6/20/00
Permit
Residential Swimming Pool,
Spa a.nd trot Tub Safety Act
Notice of Requirements
I CiVe)) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed
at 3a5 rN ✓� and hereby affirm that one of the fcllcwin
(Pseisc onrtt STert.%.�ressl Q
methods will be used to meet the requirements of Chapter 515, Florida Statutes. V
(oleas? initial the methcd(s) to be used °er ",our pool)
✓ The pool will be isolated from access to the home by an enclosure ghat 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 86
decibels at 10 feet;
All doors providing direct access from the home to the pool will be equipced with
self-cicsin,-g, self -latching devices with release mechanisms placed no lower than
34" above the floor or deck,-
1
eck;
i understand that not having one of the above installed at the time of final inspection, cr when
the pool is completed for contract pu.rpeses, will constitute a violation of Chapter _515. F.S.
and will be considered as committing a misdemeanor of the second degree, punisiable by
fines uo to 5500 andlor up to 0-0 days in jail as established in Chapter 77z: C: C"
e [l fl 6w Ham®
C TRACTCR'S SIG -NATURE & DATE p� jtwo
�A� II
SIGNATURE & CATE
C.')NT,Z�,; iOR'S NAME ,P! EASE PRINTi
0WNER'S NAME (PLEASE PRI`4 71
CONSUL TANTS, X.
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-ORIANDO.COM
NATIONAL FLOOD INSURANCE PROGRAM
COMMUNITY NUMBER 12117C
PANEL NUMBER 0040 E
MAP REVISION 411711995
FLOOD ZONE X AND A
NO BASE FLOOD ELEVATION SHOWN.
L B GEN D
R- RADIUS
L- ARC DISTANCE
A- CENTRAL ANGLE
A/C - AIR CONDITIONER SLAB
j - CENTERLINE
D.E. - DRAINAGE EASEMENT
L.M.E. - LAKE MAINTENANCE EASEMENT
U.E. UTILITY EASEMENT
F.F. FINISH FLOOR
KA Y'S LANDING PHS
BEARINGS BASED ON THE WEST LINE
OF TH£ NORTHEAST 1/4 OF SECTION 34,
TOWNSHIP 19 SOUTH, RANGE 30 EAST,
SEMINOLE COUNTY, FLORIDA, BEING
N0074'40'W, AN ASSUMED MERIDIAN i
O INDICATES 5/8- IRON ROD SET WITH NUMBER
L85610 CAP, UNLESS OTHERNASE NOTED
L.8. LICENSED BUSINESS
NLD = SET NAIL AND DISC LB15610
PC a POINT OF CURVATURE
PCC a POINT OF COMPOUND CURVATURE
PI a POINT OF INTERSECTION
PRC POINT OF REVERSE CURVATURE
0® — PROPOSED LOT ELEVATION
SCALE: V = 30'
LOT: 9,305tsq.ft.
"I Se- 3tS�
JrL
i, W ZZ G
`
35.2
' 400 �
Gl.,y
,,
Ode 8'30"
o7► R=125.00'
�p'`�,5�'
/i
L=47.94
°�
co v e��
�,� /
`mss.
LEGAL DESCRIPTION:
A
q5' �
NOTE:
BUILDING WILL BE STAKED AS SHOWN
LOCATION SKETCH ='
(NOT TO SCALE)
./Z
Lot 27, Kays Landing Phase 1, according to the Plat thereof, as recorded in Plat Book 67, at
Page 41-43, of the Public Records, Seminole County, Florida.
0
NOTES (SKETCH AND LECAL ONLY, NOT A SURVEY) O
1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED 2. LANDS SHOWN HEREON WERE NOT AB
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS BY CCL CONSULTANTS INC F 5EMENTS AND
ORAWTNG, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL RIGHTS-OF-WAY OF RE O
PURPOSES ONLY AND IS NOT VALID. ADDITIONS OR DELETIONS J. DATA SHOWN Hf WAS COMPILED FROM 0 R L, /
TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING INSTRUMENTS O DOES NOT CONSTITUTE lfLD SURVEY
PARTY OR PARTlfS IS PROHIBITED WITHOUT WRITTEN AS SUCH,
CONSENT OF NE SIGNING PARTY OR PARTIES.
REVISIONS DATE BY 01
om
om
PLOT PLAN 8/17/06 JAM
W
Da AVID M. BRUNO, P.S.M 0
C;
ESS
PR L SURVEYOR and MAPPER #5670 STATE OF FLORIDA
DATE OF SKETCH DRAWN CHECKED FIELD
8/17/06 BY JAM I BY DMB I BOOK N/A
Structural plan review is limited to a
general survey for code compliance. No
review is implied nor was taken to
verify structural adequacy
Code violations found during inspection
are required to be corrected.
Plan/permit issuance does not grant
approval of a code violation. 2004
FBC109.1
8
t
U
10'-6"
�4
� Co
v
CARACAS
GARAGE Left
Product 50' Wd x 70'8 Deep
11'0 Screenwall
5/2002
The residential swimming pool barrier
and or its compliant safety components
shall be in place prior to filling of the
pool. FRC R4101.17
Equipotential Bonding Grid Shall be
provided for the first 3 -feet of the
perimeter of paved surfaces of
swimming pools and spas. 2005 NEC
Article 680.26(C).
37'-6"
+611+1211 611+1211
4
24 " all'
6)
-v
Covered Lanai
236 SF
Note: Any w
safety glas,,
I
N �'`q3ql
SPECIFICATIONS
Pool Dimensions: Size -I e x ;Depth x r*
Special Depth _ n — —
i S SIV WaterSurfac Area sq. ft.;Per eter feel
Filter Type
Size
Pump Type; Size
CIO Additional Pumps _ Size ^'
00 Return Inlets - No. Skimmer No.
Sanitizing System!�O 42 S AC(?-st� _
`w Heater - Type _ 0 ;Size —'
ANS RE tl IEWRI GAS LINE AND/OR TANK INSTALLATION AND HOOK-UP IS THE
RESPONSIBILITY OF THE BUYER.
t� TY F SA N II ®� t Cleaning System M rt1�lJptrtr
Step/Bench Pkg. _r
OOther Plumbing
34S "cZL"1aSTSjL w�-
S &tN �-tl3.D , F 1. -3-k,-1-1 l
+12"
+ 611
T-----------------------
Notes:
---------------------Notes: 1. Pool light switch located at
equipment
e location unless otherwise specified and
charged for.
Water Feature �®
Water Line Tile hit Color
Step Edge Tile t, �t � � It ColorI
Raised Beam _& 07- I)- x
Coping ZAO LF Color '—
Grab Railses d Steps g� P tj; Hand -Rail
Swimout _ x ;B h� x Step-out(s) # ^
Additional Bench, LF G'
Underwater Light
Therapy Spa —;Sq. Ft. ;Raised "—
Jet No. %— Spa Light
Special Notes: _
Glass Qlock
Deck �:Sq. F Color
Additional Deck Work �+ sq, ft.
Deck Pilaster .
LF. _ Height
Deck Steps q� W LCCF.. —1 O
Deck -O -Drain _ L.F F otings� _ L.F. 16"
Retaining Wall �- -� '1T.da
FLORIDA POOLS ✓tto11 remove on day of excavation:
2. Screen Frame - BronzeStumps-No.y Concrete/Asphalt Sq. Ft.
I V
Uprooted Vegetation and Other Debris ('
Pool Equipment on meter side of I Total No. of Loads to Remove
Double Dirthandling __uu ___ Pump from Street
house unless otherwise I Buyer to have following located, rerouted or removed, as required:
Septic Tank ;
specified _ — _ J Water Line Gas Line
; Spy'klers
Telephone Line I ;Power Line _; Sewer Line
Access: Right (1-t,Ceft (mar (L..) nce Replacement ( )Yes
dow within 5'of the pool must have I Permission over driveway _ 90 Permission over next lot No
r Sidewalk Replacemen ) Yes (Lo'
nd is the owners responsibility to I Additional GradingUweu. Yds. WaterSourceC,► T'
have installed. �e have reviewed the above drawing Interior Pool Finish L
and agree to it's design and Auto Controls :1
_---------_—_---- location
'er cial ConstructioQ Featuresand Equipment; Notes
ra
igna ure
1i e
�— Additional Electrical N V
�2 P
Date Scre E clo ur Color
Rhod/a � �_ Doors # Gutters
f2,rf J� Child Safety Fence
Date
Custom Pool Design Prepared For Designed By - Ro-m fia wt vv
® 1123 Seminola Blvd
Casselberry, FL 32707
Office: 407-696-2300
Fax: 407-696-2360
Name: Engle Homes Home: SCALE
Address: 11315 Corporate Blvt . Office: 1/8 = 1 0
City/ST/Zip Orlando,Florida 32817 Mobile:
1 Subdivision: Kays Landing- Lot # 27 1 Other: rch
'er cial ConstructioQ Featuresand Equipment; Notes
ra
h
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
CONSTRUCTION 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.
It 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.
T7. 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 LINE:/ LIGHT
..cL5' 6" TILE
STEPS
r
MAXIMUM RISER = 12' 1
MAXIMUM TREAD = 10' (240 SQ. IN.)
DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF
STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION
LONGITUDINAL POOL SECTION
BRICK COPING
-6"X6" TILE SPILLWAY
(WIDTH SEE PLAN)
POOL
WATER UNE
t L -6'X6" GLASS BLOCKS
1IL MOUNTED IN 2500 PSI
CEMENT (IF SPECIFIED)
13 AT 12" O.C. EA WAY
RAISED SPA DETAIL
MPJUNOISTURSED
2
SOIL (NO VOIDS)
TYPICAL
SWIMOUT DETAL
THE FOLLOWING TABLE PROVIDES MAAMUM FLOW
THROUGH PVC PIPE W17HOUT EXCEEDING THE
MAXIMUM STANDARDS FOR VELOCITY (FT/SEC)
PIPEOZE IAP
i 50 GPM 65 GPM H
2" 85 GPM 105 GPM 2 HP
2 Yi" 125 GPM 150 GPM 2 1/2 HP
PUMP SIZE BASED ON A TOTAL DYNAMIC HEAD (IDH) OF
50' AND FOR ESTIMATE ONLY. ACTUAL PUMP SIZE WALL
VARY DEPENDING ON THE PUMP SPECIFICATION AND THE
TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS
J AC SKIMMER
UN-
!�-AODITIONAL #3
.D AT
1 #3 BAR CONT. W/
5" WALL -W/ B -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)
JUNCTION BOX
8" MIN. (BY OTHERS)
TO TRANSFORMER
(BY OTHERS).
OUTER EDGE OF DECK TO
CONFORM WITH LOCAL CODE
-U.L. APPROVED 120 VAC/30OW POOL LIGHT W/
REFER TO ATTACHED DR]ANO
GFI OR 12V/30OW POOL LIGHT W/ LOW WATER
FOR DATA REGARDING DCUT OFF IN U.L. APPROVED GREY PLASTIC
SUCTION OUTLET SYSTEM FORMING SHELL W/ #8 BOND PER N.E.C.
VACUUM RELIEF SYST
WALL SECTION
D
AT SKIMMER
4 VARIES - SEE PLAN
#8 AWG COPPER WIRE
TIMECLOCK
TO PANEL
SERVICE SPST
JCT. BOX TOGGLE
-4' MIN. F SWITCH
e' MIN. W.P. DISC
PUMP
POOL DECK 12 I TRANS LEANS E w/nI E�� � SY
3 #12 N 1/1" COND �B
sTm
�-12 V/300 W W/ LOW ALL ELECTRIC A
#3 BARS 12" O.C. EACH WAY
STEELTEX FORM (OPTIONAL)
POOL STRUCTURAL DETAILS
1. MAIN DRAIN LINE
2- SKIMMER UNE
3. WASTE UNE
4_ RETURN UNE
5. PRESSURE CLEANING
UNE (OPTIONAL)
3 A. HAIR do LINT STRAINER
B. RECIRCULATOR PUMP
C. FILTER
D. IN—LINE CHLORINATOR
(OPTIONAL)
E. HEATER (OPTIONAL)
VALVE
F. ANTI ENTRAPMENT
SYSTEM
WATER CUT—OFF SHALL CONFORi 0 g T r AR �O ® 28" MIN_ PER
OR 120 V.A.C. W/ GFI W/ ART. 680 MANUFACTURER SPEC.
PER N.E.C. N.E.C. 2002 LADDER TO BE
CROSS BRACED PER
ELECTRICAL DIAGRAM MANUFACTURER'S SPEC.
8"X8" BOND BEAM
2 #3 BARS CONT.
MIN. 1 16" COVER OVER
ALL BARS SEE NOTE #1
THE CONTRACTOR MUST PLACE ALL STEEL w THE POOL WALL AT NO MORE THAN 6" ON y
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. D NH. HE .RDSON, P.E.
BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN e FL. E. NO 9333
THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD. 1717 GOLFSIDE DR;VE
TYPICAL WALL AND FLOOR WlNTER PARK, FL 32782
WITHIN ANGLE OF REPOSE PHONE_ (407) 657-4133
FAX: (407) 367-4133
ALL LADDER TREADS SHALL
HAVE SLIP RESISTANT FINISH
WEDGE ANCHOR
AND ESCUTCHEON
3' MIN. 6' MAX. BETWEEN
TREAD AND POOL WALL -
TYPICAL SWIMMING POOL
LADDER SECTION
RESIDENTIAL p�
SWIMMING POOL
MASTER SPECIFICATION
DRAWING
FOR
NOT TO SCALE
FORD
DWG BY — DASH
-iavn a•- rHG
I 5 6" TILE #3 BWAR
4 VARIES - SEE PLAN
i 1 5 11C
-OW)
5"0 WALL/
DISTANCE
BRICK�j W)�1 ROW) DECK O�RPOUR
THERAPY
1
LESS THAN EXISTING
1 ON 1 + 1 STRUCTURE
ALTERNATE BEAM
-
#3 AT 12" 18' SEAT
—
RNISH DETAIL.
O.C. EA. WAY
�
j
Ir
RETURN
6' THICK WALL
(15T SPECIFIED) 6"
1
GUNITE
#3 BARS AT 6 -
REBOUND REBOUND
O.C. EACH WAY
I
SLr 2 1 005
2-8' 0 ANTI—VORTEX DRAINS
__ _
SEPARATED BY 3'
SPA SECTION
STEELTEX FORM
�� FIN SHE PLASTER
CkA E
n
THE CONTRACTOR MUST PLACE ALL STEEL w THE POOL WALL AT NO MORE THAN 6" ON y
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. D NH. HE .RDSON, P.E.
BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN e FL. E. NO 9333
THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD. 1717 GOLFSIDE DR;VE
TYPICAL WALL AND FLOOR WlNTER PARK, FL 32782
WITHIN ANGLE OF REPOSE PHONE_ (407) 657-4133
FAX: (407) 367-4133
ALL LADDER TREADS SHALL
HAVE SLIP RESISTANT FINISH
WEDGE ANCHOR
AND ESCUTCHEON
3' MIN. 6' MAX. BETWEEN
TREAD AND POOL WALL -
TYPICAL SWIMMING POOL
LADDER SECTION
RESIDENTIAL p�
SWIMMING POOL
MASTER SPECIFICATION
DRAWING
FOR
NOT TO SCALE
FORD
DWG BY — DASH
-iavn a•- rHG
VVACLA A UNE
M SAFE rM s,c..�R
FITTING
VE a
VAGL _Q4 LINE
(OPTK)NAIJ
VW SAFETY VALLUM
FLTTiNG \
1%,o
P
VE I
VACUUM LINE
(OPTIONAL.)
W/SAFETY VACUUM
FITTING \
,X•
,
,v
/
r
VELI
.MW C
►wL1r
ANTTVO1TEX
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
r
rs SUCTION*&Em COVER
(wWORAWE) SPA
SIG POOL ` r� i `
SECTION - VE r
&ZESImma. ria .SucraN Wo -Em
(MAw CRAMM
I MAK,r
ANTiV'OKTpL
cavErt
`r®
SWIA4MENG POOL
SECTION
9LmamlE •B'
SKKM ER
MIN r
— MAIC 1r
ANTWORM
COVER
r
ra
t
r 0 !� ( Ma Er
LxtALNI
•
SPA SECTION
ALTERNATE •A-
KOAAM
` ArrTivORTEz
COVER
SPA
Z.
VE b
sucT,oN ua.ET
(MAW CRAW)
SPA SECTION
ALTERNATE -W
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 SHOT.
ATTACH PLACKARO WHICH STATES
THAT VENT IS A SWIMMING POOL
SAFETY
DEVICE AND SHOULD NOT
8EF-TAMTAMPERED WITH.
ALTERNATE SUCTION gy. MAY
wCLUDE 1 ON THE BOTTOM AND ONE ON THE
VERTICAL wALL.OR ONE EACH ON THIO (2)
SEPARATE VERnCAL WALLS
1%10
VENT COVER MAY BE GUTTER
GRAIN SUCH AS HAYWARD
MODEL SX1019
— ' ELBOMM
1X' 0 VENT PIPE
SUGGESTED
- DETAIL
}
12, MIN.
(1) VERTICAL
TOLERANCE
IS * 2'
(I) WATER
LEVEL
MARK -1-
TO PUMP
v --------------4L
A7M03PHEFOC VENT PIPE LENGTH
r is MIhEhRlM =iLI• MAXIMUM 30• DRAWING TO SUPPLEMENT
SPECIFICATION
ALL SUCTION DRAWING ON ALF
-s`- TO PUMP punNo - r 0
MAXDW.AL1 SUCTION PIPE VELOC TY THE MAXIMUM VACUUM VMTH ONE
30T (Q FPS OR a GPM SUMP PLUGGED AND TO RELEASE
DUAL SUCTION INLET SYSTEM A BODY ENTRAPMENTON THE OTHER
SUMP KILL NOT EXCEEDED 4.3
8� ATMOSPHERIC VENT SYSTEM INCHES OF MERCURY IN 3 SECONDS
SEI'' 2 1. 2005
1717 GCLFSIDE ORS%1E
WINTER PARK FL 32792
PHONE (407) 657-4133
FAX (407) W7-4133
4'8 Y.-
_DECK_
I
w
w
CL
CL
WATER
LEVEL
1-+3' MIN.• i
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
1%. ml
W•
!3 YV 19' '2' S4' 25' 21/4' ST 31' 3- 88' .0•4' 118'55' 5' 156'72'
PIPE LENGTH TO VE 11 "L" - ELBOW FRICTION LOSS
F
AMPLE: THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN
VELI IF USE 2'0 PIPE W12-90• ELBOWS AT 6 FPS IS 54'-12'=42-
[�A;qUUM SUCTION ELIMINATOR - VE II
IS REQUIRED FOR EACH PUMP PLUMBED TO A MAIN DRAIN
d ��� sem• � ,�
NOT TO SCALE
OWD BY- GHS
rI
VENT TO ATMOSPHERE SO VENT
WILL NOT BE BLOCKED BY DEBRf3•
.
INSECT INFESTATKKOR
MCMOSOIOGICAL CONTAMINATION
(COVER MUST COMPLY WITH
ANSYASME A112.19J 14)
r 0' MINIMUI(I
3 ALTERNATE
TT
r0
SUCTION
INLET
SUCTION
INLET
MAXIMMM
r0
' ALL VENT
TO VENT TEE
CONNECTION •1•
1 0
- PWW40 1X- 0
1%10
VENT COVER MAY BE GUTTER
GRAIN SUCH AS HAYWARD
MODEL SX1019
— ' ELBOMM
1X' 0 VENT PIPE
SUGGESTED
- DETAIL
}
12, MIN.
(1) VERTICAL
TOLERANCE
IS * 2'
(I) WATER
LEVEL
MARK -1-
TO PUMP
v --------------4L
A7M03PHEFOC VENT PIPE LENGTH
r is MIhEhRlM =iLI• MAXIMUM 30• DRAWING TO SUPPLEMENT
SPECIFICATION
ALL SUCTION DRAWING ON ALF
-s`- TO PUMP punNo - r 0
MAXDW.AL1 SUCTION PIPE VELOC TY THE MAXIMUM VACUUM VMTH ONE
30T (Q FPS OR a GPM SUMP PLUGGED AND TO RELEASE
DUAL SUCTION INLET SYSTEM A BODY ENTRAPMENTON THE OTHER
SUMP KILL NOT EXCEEDED 4.3
8� ATMOSPHERIC VENT SYSTEM INCHES OF MERCURY IN 3 SECONDS
SEI'' 2 1. 2005
1717 GCLFSIDE ORS%1E
WINTER PARK FL 32792
PHONE (407) 657-4133
FAX (407) W7-4133
4'8 Y.-
_DECK_
I
w
w
CL
CL
WATER
LEVEL
1-+3' MIN.• i
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
1%. ml
W•
!3 YV 19' '2' S4' 25' 21/4' ST 31' 3- 88' .0•4' 118'55' 5' 156'72'
PIPE LENGTH TO VE 11 "L" - ELBOW FRICTION LOSS
F
AMPLE: THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN
VELI IF USE 2'0 PIPE W12-90• ELBOWS AT 6 FPS IS 54'-12'=42-
[�A;qUUM SUCTION ELIMINATOR - VE II
IS REQUIRED FOR EACH PUMP PLUMBED TO A MAIN DRAIN
d ��� sem• � ,�
NOT TO SCALE
OWD BY- GHS
rI
IL 2 " to 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 feet 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 V
VERTICAL, A TURNDOWN SHOULD
NOT BE USED.
4" CONCRETE DECK
COMPACTED 8
MATERIAL
1- #5 REBAR-------
CONTINUOUS
4" 0 PILASTER MAX
EVERY 5' WITH 11 61.}
1-# 3 REBAR 1
I=II It
6" MIN
NOT TO SCALE
# 3 BAR
CONTINUOUS
G
1 # 3 BAR VERTICALLY
TAT 36" ON CENTER
r
12" to 24" TURN -DOWN
4' OR FLATTER
FINISHED GRADE.
z2'
tl=41 �lGI=1l=-�l�tl
OLD GROUND
TYPICAL SECTION -DECK TURN -DOWN
[ .110011111 f/1171
NO FOOTER
LEVEL TERRAIN
0
1.VIV1. FOOItK
W/ SLOPE BETWEEN
1' IN 6' TO 1' IN S
E-1
RIBBON FOOTER—WHERE FOOTER IS NOT CONNECTED TO DECK:
USE 8'x8' CONCRETE RIBBON FOOTER W/ 1#5 REBAR
CONTINUOUS TO SUPPORT UP TO 2' X 6' UPRIGHT
El 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 SHAM. BE COMPACTED TO PROVIDE OPTIMUM
BEARING CAPACITY TO PREVENT SETTLING.
2) CONCRETE SWILL WIVE 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�11i11Q1�i ,
dill\
I' aa-
M.
M.
FOOTER WHEN SLOPE
VIN 3' OR STEEPER
OR WHEN DECK EXTENDS
33' OR MORE PERPENDICULAR
TO THE SUPPORTING STRUCTURE
.I
1' MIN.
OR
2 # 5 BAR I
CONT.
FOOTER WHEN SLOPE
1' IN 3' OR STEEPER
OR WHEN DECK EXTENDS
33' OR MORE PERPENDICULAR
TO THE SUPPORTING STRUCTURE.
TYPICAL SCREEN DECK FOOTER DETAILS
NOTE: IF A SCREEN ENCLOSURE IS 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
PATE
GOP,% CuN H. SEFkJRDSON, P.E.
FL. N0.1 333
1025 OUTH SEMORAN BLVD
WINTER PARK, FL 32792
PHONE: (407) 579-9188
n ..
NOT TO SCALE
QWD BY- +v H S
of Central Florida, Inc.
LIMITED POWER OF ATTORNEY
1123 Seminola Boulevard
Casselberry, FL 32707
Office: (407) 696-2300
Fax: (407) 696-2360
I hereby name and appoint �'�-2�to by my lawful attorney in
fact to act for me and apply to�� for a
permit for work to be performed at:
(z
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 \' day of
20Caby James M. Burke, who is personally known to me.
gi+ MY CoAtVb1igm #
?ol►
gy~41 im, K RN
1k�1Sti9 ?sl0cide�Notetv6enir �:,..,
BE SURE ... Check with
the POOL PROS
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
QAL--Q-&c-g�) , as his attorney in fact for procuring
Electrical Permits at: S QOf2-y 5�
(Job Address)
Before me, the undersigned authority, personally appeared, Robert M. James, who is
personally known to me.
• I: • of • • .
GARY D. ROSSER.
MY COMMISSION # DD492900
0f
EXPIRES: Jan. 15,2010
(407) 39&0153 Florida Notary Servica.com
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
• is
http://www.scpafl.org/web/re_web.seminole_County_title?parcel=34193051900000270&cpad=porchester... 1/10/2007
DAVID JOHNSON, CFA, ASA
RACT A
-
PROPERTY
APPRAISER
5041NOLE COUNTY FL.
28.
. Y
1101 E FIR5T 5T
SANFORD, FL32771-1468
-
407-665-7506
y
a "
;
2007 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 34-19-30-519-0000-0270
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: 325 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
2006 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified
2006 Tax Bill Amount: $1,220
SPECIAL 09/2005 05968 1145 $783,700 Vacant No
2006 Taxable Value: $62,000
WARRANTY DEED
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depth Land Unit Land
Method Units Price Value
PLATS: Pick...
LOT 0 0 1.000 62,000.00 $62,000
LOT 27 KAYS LANDING PHASE 1 PB 67 PGS
Permits 1
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.
http://www.scpafl.org/web/re_web.seminole_County_title?parcel=34193051900000270&cpad=porchester... 1/10/2007