HomeMy WebLinkAbout128 Aldean Dr- r
�i CITY OF SANFORD PERMIT APPLICATION
F"i
Permit No.:� — Date:
Job Address: i a Irl e[I•n
Parcel No.: -1 Q - 30 - 513 - b R oo - 0 I d (Attach Proof of Ownership & Legal Description)
Description of Work: t n q rot"t„ A -5 ti%mmi a5
Type of Construction: P061 Flood Zone:
Valuation of Work: $_ o2�P156, 00 Occupancy Type: Residential Commercial Industrial
Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage:
Owner: bat; r, (,ja4 .Q-
Address:1 a Q.QJ"64,U 4^
City: State: Zip: 32-211
Phone No.: 4 Y? - .3 -n-P, - Lia- Fax No.:
Contractor:
Address: 1cl
City: State: Zip: a? oZ State License No.: UCO 3% 0,Z
Phone No.: 0 7- —gilt Fax No.: 'If a 7 — a6,; - 93
Contact Person:Phone No.: tid7-a'G2-23 1l
Title Holder (If other than Owner):
Address:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect:
Address:
Phone No.:
Fax No.:
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, ctc.
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. 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 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 713.
-a 1 3 (5la3
Signa f Owner/Agent Date gnatur Contractor/Agent Date
;mia -A. bAv us �
Print Owner/Agent's Name j
C - /a3
tgna of Notary -State of Florida Date
pSteven R FOP=
• MY cormwom o cCOewn
0i E*W November 29. Z003
Owne!44gent is Personally Known to Me or
roduced 1D AX
S+et)_er� /-- •V -e (ccc c
Print Contractor/Age s Name
I s c'3
QmaturOof Notary -State of Florida Date
+ aPO``�r. KrWy t- 3"Ion
�� a Mr c0MTWN0k1P"Qv;
ww Expires Joy Ota, am
Contractor/Agent is f/Personally Known to Me or
Produced 1D
APPLICATION APPROVED BY Z m E Date: 2-0 - 03
Special Conditions:
• s .
S U N I S E
OOLS
SPAS
P C
LIMITED POWER OF ATTORNEY
DATE:
EFFECTIVE IMMEDIATELY, AND UNTIL FURTHER NOTICE, THIS WILL STAND AS
AUTHORIZATION FOR LLLCOURIER TO SIGN PERMIT APPLICATIONS, LIEN LAW
FORMS AND TO OBTAIN PERMITS FOR SAME IN MY NAME AND LICENSE FOR THE I. -I
ADDRESS SPECIFIED BELOW:
Marl" 1
r -
!hfVEN WIFELICES
CPC037053
STATE OF FLORIDA
COUNTY OF SEMINOLE
The for going instrument was acknowledged before me this — 5 IVA day of
2003 by Steven R. Felices. He is personally known to me and
did not take n oath.
1*11+1 Kristy L SlentDn
My Commi=on DDI 31693
or n Expires Juy 06, 2006
o c
STATE CERTIFICATION # CPC037053
1319 LAKE DRIVE, CASSELBERRY, FL 32707 9 PHONE (407) 262-9311 9 FAX (407) 262-9335
CITY OF SANFORD ELECTRICAL PERMIT APPLICATION
Permit Number: — Date: —_
The undersigned hereby applies for a permit to install the following electrical:
`- —'= — —
Owner's Name: �AA
Address of Job: fir. LYl .
Electrical Contractor:
Residential: ,,,V„-„W„uG„t,p,.
Number Amount
Addition Alteration Repair Residential & Non -Residential
New Residential:
AMP Service
New Commercial:
AMP Service
Chan a of Service:
From AMP Service to AMP Service
Manufactured Building
Other:
Description of Work:
Application Fee: $10.00
TOTAL DUE:
By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code.
StA
Appf nt's Signature
r-,0- oo Hyl �X
State License Number
w
R.
LIMITED POWER OF ATTORNEY
Date:. IT 1571 D 3
1 hereby name and appoint
of Sunrise Pools
to be my lawful attorney in fact to act for me and apply to
for an electrical permit for work to be performed at a residence at a location describe as:
Section Township _101 Range -30 Lot It Block
Subdivision OL s, ft7'% Or'
Street Address
of Property Address
City or CouAfy Zip Code
`S- 'fo-7-
And to sign my name and do all things necessary to this appointment.
Telephone .
Brian Keith Miller ER -0014108
Printed name of active Certificate Holder (Master Electrician) State Registration or Certificate Number
Signature of license holder
Acknowledged:
Sworn to me and subscribed before me this
or Diane T Sawyer
a My Commission D0143235 9'l' day of _July , 2003
d� Expires August IS. 2W5
cp�---
Nota ic, State of Florida
This Instrument Prepared By:
Name: Steven R. Felices
1319 Lake Drive
Casselberry, FL 32707
Permit No.:
NOTICE OF COMAIENCEMENT
STATE OF FLORIDA .
COUNTY OF SEAMOLE
I�IININRN�wAI�NINwNI�NA�IlN�IINII
II ANNE MORSE, CLERK OF CIRCUIT MURT
BENIN XE CMXTY
SK 04965 P6.0090
CLERK'S R 2003142410
REWNED 00/14/2103 03:33:09 011
RECORDING FEB 6.00
RE13 M BY N Nolden
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and
in accordance with Chapter 713, Florida Statut fs, the following information is provided in this Notice of
Commencement. '
PARCEL ID # 3q, -M - 0- . I - O 8Ub -- 01
1. Description of Property: LOT 11 ' 1
�� se as recorded
in Plat Book
_ , Pages �Public Records of ml"a If COUNTY, FLORIDA.
2. General Description of Improvement: IN -GR' OUN,p SWIMMING POOL
- lrIV..
3. Owner Information: %"a
-, b4UtdAAyj-7
�g 0SAR-a" bA.
Interest in Property: FREE S PLE INTEREST
Name of Fee Simple Titleholder: N/A
4. Contractor: SUNRISE POOLS & SPAS
1319 Lake Drive
Casselberry, FL 32707
Phone: 407-262-9311
5. Surety: N/A Phone: N/A Fax: N/A
Amount of Bond: N/A
6. Lender
Phone:
LICENSE # CPC037053
Fax: 407-262-9335
Fax:
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 Statutes:
STEVEN R. FELICES, 1319 Lake Drive, Casselberry, Florida 32707
Phone: 407-262-9311 Fax: 407-262-9335
8: In addition to himself, Owner designates the following person to receive a copy of the Lienor's
Notice as provided in Section 713.13 (1)(b), Florida Statutes: - NONE
Phone: N/A Fax: N/A
9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of
recording unless a different date is specified).
�-t
OTARY PUBLIC
(Signature of Owner) V6 1 A 200
SANE A. DAy�ns oN A
(Owner's Printed Name)
The foregoing inst ument was acknowledged before me this _day of
2003, who is personally known to me/who pro2mced•
as identification and who did not take at gjjj jtb
GGA[ M0�.. 0.
YANNE
�a�M rcweme LERK OF CIRC IFLORIDA . .
AliE,�„ t40Wnbw 29.2003 SEMINOLE COUN
01 �PUTv C�
.)c1►u►►u►c; wunty Property Appraiser Get Information by Parcel Dumber Paqe I of 1
PARCEL -DETAIL
I-
t Q p p
Seminide county
Av+/xrl v _Itpmisu r
—r
er itis
.., ri)7-6 1-1. 1277 If,
do ^_r, r.S-"�Ilr�
WOOD
2003 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 34-19-30-518-OB00-0110 Tax District: S1-SANFORD
Number of Buildings: 1
Owner: DAVIDSON JANE A Exemptions: 00 -HOMESTEAD
Depreciated Bldg Value: $84,444
Address: 128 ALDEAN DR
Depreciated EXFT Value: $3,316
City,State,ZipCode: SANFORD FL 32771
Land Value (Market): $21,300
Property Address: 128 ALDEAN DR SANFORD 32771
Land Value Ag: $0
Subdivision Name: IDYLLWILDE OF LOCH ARBOR SEC 4
Just/Market Value: $109,060
Dor: 01 -SINGLE FAMILY
Assessed Value (SOH): $109,060
Exempt Value: $25,000
Taxable Value: $84,060
SALES
Deed Date Book Page Amount Vac/Imp
QUITCLAIM DEED 06/2001 04118 1076 $33,100 Improved
WARRANTY DEED 07/1993 02617 1238 $46,900 Improved
2002 VALUE SUMMARY
QUITCLAIM DEED 12/1989 02143 1132 $61,600 Improved
2002 Tax Bill Amount: $1,732
WARRANTY DEED 08/1984 01575 0900 $68,000 Improved
2002 Taxable Value: $81,808
WARRANTY DEED 01/1976 01081 1022 $40,000 Improved
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value
LEG LOT 11 BILK B IDYLLWILDE OF LOCH ARBOR SEC
LOT 0 0 1.000 21,300.00 $21,300
4
PB 16 PG 100
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1973 6 2,407 1,791 CONC BLOCK $84,444 $96,507
Appendage / Sgft OPEN PORCH FINISHED/ 15
Appendage / Sgft GARAGE FINISHED / 601
EXTRA FEATURE
Description Year Bit Units EXFT Value Est Cost New
ALUM SCREEN PORCH W/CONC FL 1998 468 $3,316 $3,978
OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
"'
If you recently purchas2d a homesteaded property your next ears property tax will be based on JusUMarket value.
http://www.scpafl.org/pis/web/re_Web-seminole_county_titie?PARCEL=341930518080... 8/10/2003
I
v.
t
U TS P
o ^met
AS
NOTICE OF "REQUIRED RESIDENTIAL SWIMMING POOL FEATURES
I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or
installed at Q and
hereby affirm that one of the following 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.
g1703
C RACTOR'S SIGNATURE & DATE WNER'S SIGNATURE & DATEf
_2 1 ? 0 Q n EeIke _S
CONTRACTOR'S NAME (PLEASE PRINT)
OWNER'S NAME (PLEASE PRINT)
DESCRIPTION' LOT II, 9WIL '5% IDYLLwILDE. OF' LOIN -nMOV- ST -IM -4
RECORDED.IN PLAT BOOK III PAGE(S). 91.100
PUBLIC RECORDS OF, $UAVOlL COUNTY, FLORIDA
' ef3Re. vvr�LC I •)V
DATE 6•It-13
11.9' _ 1 J
LA
:2 � • � r s•Ioe� EON�lE1[ aLOEe _. 1 �
2 Nrr—
IZ6
J -j
e
J
1 5t1IJIDN41oU ,
! O.D' �ilU IURE V07T
VIA& 1`11w)• 135.0' •
IZ
!EC 114 looel
[ECK Ile,
LEGEND -
SET REBAR - 5/8" REBAR W/CAP NPL•S 4200
FIEC. - "RECOVERED" '
C.M. 'CONCRETE MONUMENT" TI IIS PnOPEmY LIES 1N ZONE "C'
I:P. - "IRON PIPE" ' PER F,I.R.M. C MMUNITY PANEL NO���--
RAD.- "POINT ON LINE" OBO� Q DATED 7-II'UU
RAD. -
N.RT a "NON RADIAL" KRIM BASED. ON 1NC IUEST LINE OF SAID LOT
BOUNDARY LINE ' R) I�EING 1J OO' I I' 46" VJ ' r
EASEMENT LINE m
—"F CENTER LINE z
—n/w - RIGHT-OF-WAY THIS BUILDING DOES NOT LIE WITHIN TI4E
UE - "UTILITY EASEMENT" ESTABLISIIED 100 YEAR.FLOOD PLAIN ZONE.
DE - "DRAINAGE EASEMENT"
—P - "OVERHEAD POWER LINE"SURVEY BASED ON LEGAL DESCRIPTION
I- OOD FENCE ' SUPPLIED' BY CLIENT, �s
—" - CHAIN LINK FENCE
110GWIRE FENCE SUBJECT TO ANY EASEMENTS AND/On nESTnICTIONS•
— ° -
N b D - NAIL d DISC OF ITECORU
P.C. - POINT OF CURVATURE UNDERGROUND UTILITIES AND FOOTERS HAVE NOT BEEN
R d C - REBAR & CAP LOCATED UNLESS NOTED
PREPARED FOR -
67Y R . rohf OBD 11IEnEBY CEn11FY IIIAT 11119 PLAY OF SVIIVEY
' OF TIBE ABOVE.DESCn10ED PnOPEnTY 19 inUE
CERTIFIED TO: $USAN A. RSIIFOQD AND connEcT TO T1IE BEST. OF MY
KNOWLEDGE AND BELIEF A9 nECENiLY
1iANK UN11CD DF li7�R$ A FCDFeAI )AUINGSl1pBIIWIL SUAMEEN AND 114AT IT
" T. EEYEv VM NEMUM En MY 1CNN1'COAL BTANDAIID9
WAWLE 1111[ A / Ri i IAIL , , SET FOIITII BY TIM FLOnIDA BOAnD OF LAND
sumrvEYOnS PVnSVANT TO SECTION •Tt 027 OF
IRELAND SURVEYING, INC.' 711E FLOnIpASIAlUlES.
2950 ALOMA AVENUE; WINTER PARK, FLORIDA
SUITE 401 PH: 678-3366 I FAX 671-6678 32792 JA SP.IRELA PL 4200
1
- - MAP
'� rr
1-7-q2 / - 1 2
SAS r6>4,�
oN N, E, _90MAs. 6f(PA)
W R 1Q4 _r 0A1 1�-44p- .I Oab E
gi�r4� D� n&�
S
F SCREEN ENCLOSURE
L COLOR: r wyc
ROOF STYLE: ADM
- ' DOORS:
z
KICKPLATE5: AA !! _
GUTTERS: ' - m EEA
SOLID; ROOF:
FOOTERS: FT
OTHER:
QTY. ALARMS•
TILE FOOTAGE:
6"X 6" FT
2"X6" FT.
INSERTS:
SUNRISE POOLS
and SPAS, Inc.
THE DAVIDSON
RESIDENCE
08/04/03
128 Aldean Dr.
L51 Sanford, FL
1. POOL DESIGN �� Tt�ut J ' REF. NO.: }
2. SIZE: X ! D X DEPT
/HS: TO:
3. TILE- N615 OLOR: 6-J�01 eA- STEP TILE_: E
4. DECKING TYPE: /• COLOR- C(71
5. POOL GALLONS: 141 16. PUMP SIZE: •-
7. FILTER TYPE: FILTER SIZE: DU _
8. HANDRILL: 9. SWIMOUT: ,10. GRAB RAILS: _.
11. UNDERWATER LIGHT. SIZE�jD (P%LENS KIT: Yes:_
12. ELECTRICAL 13. SLIDE TYPE & COLOR
14. DMNG BOARD TYPE`,& COLOR:
15. SKIMMER: Y 16. RETURN INLETS:
17. MAIN DRAIN: �! 18. CHLORINATOR: IN 1.hd,E
19. TIME CLOCK: 20. FILTER LOC: PLAN
21. TYPE INTERIOR FLUSH: Z
22. TEST KIT: Y 23. BRUSH & POLE: )�
24. UNDERWATER VAC: � 25. HOSE FOR VAC: 11 ES
26. THERMOMETER: G�7 27. STARTUP: �� S
28. AUTO POOL CL TYPE: , 111 CAT4 12- 29. STUB OUT: C
30. FENCE REMOVAL: 31. FENCE REINSTALLATION:
32. TREE REMOVAL: - 33. STUMP REMOVAL'
34. SPRINKLER REMOVAL* 35. SPRINKLER REROUTING:
36. PLANT REMOVAL: '37. RESODDING:
38. DIRT REMOVAL:.,' 39. ADDITIONAL FILL DIRT:
40. CLEAN-UP: `� �S 41. DECK -O -DRAIN: FT.
42. SPA: 43. THERAPY JETS:
44. HEATER SIZE: TYPE:
45. WATER FEATURE: _
46. ACCESS APPROVAL:
47.OTHER:
SUNRISE POOLS & SPAS
1319 LAKE DiuVE-
CASSELBERRY, FL 32707
407-262-9311
FAX: 407-262-9335
WEB Srm: W W W mNRISEpooL%PAS.COM
NAME:
ADDRE
CITY:.%.
Y
PHONE: HOME:40%'3s7ai-,Vs ,P.g- OFFICE: 4)1-30'A�/nZ -
CELL:
LEGAL DESCRIPTION OF PROPERTY +
SUBDMSION: D y" w 1l -D &F* kodN .dRf30R lcTI
LOT BLOCK PLATBOOK (49 PAGES) 9 ' +
CUSTOMER'S SIGNATURE: "
DESIGNED BY: DATE: ' ..a
127'.: MIN. r
S.S LADDER
(3 STEPS)
CROSS -BRACED
TYPE
' W MAX.
29' MI 2'Xr BULLNOSE CER. TILE
STEEL REBAR
OTHERTEAPPROVEDDF ONIIIOR
REEL REINFORCE
)NCRETE 2- EOUIL. LINE W/ VALVE 3'-6'
PLACE TOP REBAR AT SKIMMER LOCATION AND TIE /3 REBAR
TO 00 BEHIND SKIMMER POSITION. AFTER SHELL IS FINISHED,
EXCAVATE BEHIND SHELL, PLACE SKIMMER, AND POUR CONCRETE
BEHIND SKIMMER.
SKIMMER DETAIL
NOT TO SCALE
B' MIN.
DECK
I� W
O V
1 Z
x
VACUUM LINE ''IeR
LINE
CLE
/3
r
POOL WALL 6' MIN.
BALL ADAPTOR
\ BALL RETAINER
`1' BALL
EYEBALL WALL INLET
NOT TO SCALE
1RANSFOR�o� O.C.E.w.
/3 BARS 12' O.C.E.W.
NOTE: DDE�EEECK ELEV.
PY VAR
LANPS
LADDER DETAIL
NOT TO SCALE
/3 REBAR
12'
OIC
BARS 12' O.C.E.W.
ANCHORED CRATE
32' MIN.
PREBAR T
2' AUTO RELIEF VALVE Lt 1/2' PERFORA D R AVEL Ugg►EER7�OwUyEEND pU PLLACE
/3 BARSPOO. WALL IS 6' REBAREEENL'E11 ERS
12' O.C.E.W. THICK (TYPICAL)SECTION THROUGH MAIN DRAIN SECTION THROUGH LIGHH FIXTURESNOT To SCALE NDT 10 SCALE
NOT TO SCALE _. I- WEUN"
vbn Clock MXx . M
ALTERNATIVEO3
KMT CW" Kt NOIE
WP
4' DECK
/3 BARS 12' O.C.E.W.
/3'BARS
12' O.C.E.W. EES�EENOME MAY VARY'a Wsa a It &L.E.e. TO r K►Maore r oet.w an r 010nKK ■701lCIIOMO t/ w ewlaEAusmLAnAI.0DArotWALL SECTION AT SKIMMERaZ111NA11' !1:NOT TO SCALE T TO SCALE
/ 6' MIN.
2/3 B 4' DECK
3 BAR1`12' O.C..wEIURN NE VACUUM LINE
(OPTINALI RETURN LINE
i2 .w POOL w L IS 6'
THICK (TYPICAL)
ALTERNATE BEAM IINOT TO SCALE NOT TO SCA
DECK
12'
/3 BARS TPHIICK OOL (TYPLICAL)
12' O.C.E.W
ALTERNATE BEAM 111
NOT TO SCALE
THESE PLANS HAVE BEEN DEVELOPED OVER AN EXTENDED PERIOD OF TIME. THEY HAVE BEEN ENGINEERED TO CONSIDER MATERIALS, CRAFTSMANSHIP AND DEVIATIONS THEREOF. MTE.INC
HAS OBSERVED FAILURES DUE TO IMPROPER WORKMANSHIP AND DEVIATIONS IN MATERIALS. MTE ATTEMPTS TO ACCOUNT FOR THESE VARIATIONS IN THE DESIGNS
AND HOPES THE BUILDERS WILL N07IFY US WHEN MODIFICATIONS ARE REQUIRED. STRUCTURE MAY VARY IN DETAIL DEPENDING ON THE CONDITIONS SURROUNDING THE AREA IN QUESTION. IN MOST
CASES, A BEAM IS REOUIRED AROUND THE PERIMETER OF THE POOL SHELL THAT IS CAPABLE OF CARRYING OUTWARD BENDING FROM THE WATER PRESSURE INSIDE THE POOL VAIN NO SOIL SUPPORT
AND TO SUPPORT THE EXTERNAL SOL PRESSURE WHEN THE WATER IN THE POOL IS ABSENT. REFER TO THE BOND BEAM DETAILS AND NOTE 11 ON THIS PACE. WHEN MTE SIGNS
AND SEALS THESE PLANS. WE EXPECT THE BUILDING DEPARTMENTS WILL INSPECT THE FINISHED PRODUCT TO ASSURE THAT THE STRUCTURE CONFORMS TO THE APPROVED PLANS
APPROVED SWIMMING POOL. SPA AND WADING _
DUAL MAIN MAIN ATMOSPHERIC VENT
FIL
REVIEWED
ECPLYESICA11_ARRF�pACTH
— MUSTOMPiWIT ANSI/AS2.19.M)
E ARRANGEMENT4?4:2:6:6 OF-
BUILDING
�STER
LD
`.
SUCT10w1 SYSTEM:
SEMINOLE
COUNT'
-Al J U L 0 8 2003
2' T
rr
ALTERNATIVE IN
MAY INCLUDE 1 ON THE BOTTOM
ALTERNATIVE O I AND ONE ON THE VERTI WAILL
O OONE0.EACH ON TWO 2� SEPARATE
SE•MINOLE COUNTY
PLANS EXAMINER
4.
RTICR
g 2'X1-1/2' T
LENGTH OF ATMOSPHERIC VENT PIPING:
MINIMUM 18'-0'. MAXIMUM 30'-0'
-1/2' VENT PIPE
2' SUCTION PIPE q) - 900 ELBOWS
VENT COVER SEE NOTE 24
ENT TO
VATMOSPHERE IN A MANNER THAT THE
PUMP BUILD-UP OR MICRO BI�OLED BY OGICALICOIONTA NSA ONBRIS
(N.T.S.) LABEL VENT: 'POOL SAFETY DEVICE NOT HANDLE'
MAXIMUM SUCTION PIPE
VELOCITY SIX (6) FPS
OR 59 CPM. THE ACTUAL SUCTION ENTRAPMENT ATMOSPHERIC VENT
WAS ACCOMPLISHED. THE MAXIMUM VACUUM WAIN ONE SLUMP
PLUGGED AND A BQDY ENTRAPMENT ON THE OTHER SUMP
NEVER EXCEED 4.5 OF MERCURY. THE ENTRAPMENT RELEASED
IN LESS THAN THREE
%.!TIJOSPHEYUM htT PIPING:
% 90• ELBOWS
A J_LL.JVENT COVER SEE NOTE 24
' 1-1/2' VENT PIPE Abp
2'x1-1/2' TVENT YMUANONEBLOOC D BY INfRESTA
2'SUCRON PIPE BUILDUP OR MI BIOLO CAL CON
LABEL VENT: 'POOL SAFETY DEVICE NOT
(N. T.S. )
2003
1. CONCRETE SMALL BE PNEUMATICALLY PLACED. GRADE A. 25011 PSI
AT 28 DAYS OR SHALL BE MACHINE MIXED. GRADE A. 2500 PSI AT 28 DAYS.
2. REINFORONG BARS SMALL CONFORM TO ASTM A15-587 AND A305 -56T.
3. POOL AREA SHALL BE FENCED PER COUNTY OR CITY ORDINANCE.
4. POURED CONCRETE SHELLS SHOULD BE %CITED DALY DURING THE INITIAL 7 DAYS
OF CURING IN ORDER TO MINIMIZE THE POTENTIAL FOR HYDRATION CRACKS.
5. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY.
6. DO NOT INSTALLn*Irrl
TIL CNG IS INS.i MOUNT JUNCTION BOX
ABOVE GRADE OUOM. CHIS SUt 1.1➢ 2V AND INSTALLED TO MEET
BUILDING CODES4 IS;IEED. F OUTLET OR TRANSFORMER
TO STEP THE VOLTAGE DOWN TO 12V MUST BE USED.
7. SUITABILITY OF THE SUBGRADE SOLS FOR PROVIDING PROPER SUPPORT TO THE
POOL SHELL AND ADJOINING DECK SHOULD BE VERIFIED PRIOR TO CONSTRUCTION.
8. SOL MUST BE COMPACTED IN 12' LAYERS BETWEEN POOL SHELL AND EXCAVATION
LINE FOR POOL SHELL.
9. NUMBER 3 REBAR MAY BE USED IN BOND BEAMS FOR POOLS NOT EXCEEDING
130 FEET IN PERIMETER OR 20'X40' SQUARE. IN POOLS WITH PERIMETERS
GREATER THAN 130 FEET, USE NUMBER 4 REBAR IN THE BOND BEAMS
D. THE REBARS IN THE BOND BEAM MUST HAVE A MINIMUM OF 3 INCHES OF COVER
AND A MINIMUM OF ONE INCH CLEARANCE BETWEEN.
11. 6X6,10/10 W.W.M. OR FIBERGLASS MESH SMALL BE PLACED IN THE DECK AROUND
THE POOL SHELL
12. BOND BEAM WHICH IS AN INTEGRAL PART OF THE POOL SHELL. SHOULD BE
ON57RUCTED VAIN ALL CONCRETE SHELL POOLS, TWO CONTINUOUS REINFORCING
TEEL BARS SMALL BE PLACED IN THE BOND BEAM ALL THE WAY AROUND THE POOL
13. A MINIMUM WALL THICKNESS OF 6 INCHES IS REQUIRED FOR ALL CONCRETE
WALL SHELLS
SOME SPECIAL VARIATIONS IN BASIC POOL REQUIREMENTS MAY BE ALLOWED.
HOWEVER. A SIGNED LETTER FROM THE ENGINEER WILL BE NECESSARY.
15, ALL' POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS
OTHERWISE NOTED.
16. IF IME SEASONAL MGM WATER TABLE IS AT OR ABOVE THE BOTTOM
ELEVATION OF THE POOL SHELL. AN 8' MIN. GRAVEL BED WITH A 2'
PIPE PLUMBED TO THE SURFACE SHOULD BE INSTALLED BELOW THE DEEP END.
THIS SYSTEM WILL ALLOW FOR ARTIFICIAL LOWERING AT THE GROUND WATER
TABLE IN THE EVENT THAT THE POOL NEEDS TO BE EMPTIED.
17. THE CONSTRUCTION TECHNIQUE USED TO PLACE THE SKIMMER IN A CUT AREA IN
THE POOL EDGE AND GUNITING THE DECK AND TOP SHELL IN ONE OPERATION
WILL BE ACCEPTABLE PROVIDING THERE IS NO STRUCTURAL LOADING ON THE
SHELL AREA.
18. AN AREA IN THE TOP OF THE POOL SHELL AND DECK MAY BE OUT IN THE
HORIZONTAL PLANE AND THE SKIMMER PLACED WAIN ONE REBAR GONG AROUND
THE REAR FACE OF THE SKIMMER. NO REBAR IS REOUIRED TO GO BENEATH THE
SKIMMER IN THE GUNITE.
19. HARD WIRED ALARMS OR CHILD FENCING IS REQUIRED ON ALL POOLS.
20. WHEN USING CHILD FENCING. REFER TO SITE PLAN FOR DETAILS.
21. (2) MAIN DRAMS. MIN. 3- APART w/VACUUM BREAKER ARE REQUIRED TO MEET
CURRENT REOUIREMENTS,
22. PROTECT THE OPEN END OF THE VENT WITM AN INSECT-SCREEN(3/8' OPENINGS)
SECURE THE INSECT SCREEN WITH A STAINLESS STEEL CLAMP AND PAINT ALL
EXPOSED PVC PIPING %ITN AN UV-MHIBITCR PAINT.
23. 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.
24. VAC -ALERT SAFETY VACUUM RELEASE SYSTEM. 0511L VA -2000 THIS PRODUCT HAS
CERTIFIED BY TME APPLIED RESEARCH LABORATORIES OF MIAMI. FLORIDA AND MEETS
THE PERFORMANCE LEVELS SET BY THE (IAPMO) ACCORDING TO THE FLORIDA BUILDING
CERTIFIED COMMISSION PER THE INFORMATION ATTACHED DATED DECEMBER 04.2001.
IT MEETS THE REQUIREMENT AS 'APPROVED OTHER MEANS' THEREFORE. WE ARE
ACCEPTING THESE APPROVALS AND THE APPROVAL OF THE UNDERWRITERS
LABORATORIES INC. ALONG WITH SPEOFICA71ONS FROM VAC -ALERT (SVRS) AND GIVING
OUR APPROVAL AND RECOMMENDATION TO HAVE THIS AS AN ALTERNATIVE TO THE
DUAL MAN DRAINS AS SHOWN ON OUR STANDARD MASTER POOL PLAN. THIS WILL
BE USED FOR WATER FEATURES SYSTEMS ONLY.
I%— ALTERNATIVEI 2)
11. PROTECT THE OPEN END OF THE VENT WAIN AN INSECT-SCREEN(3/8' OPENINGS)
SECURE THE INSECT SCREEN WAIN A STAINLESS STEEL CLAMP AND PAINT ALL
EXPOSED PVC PIPING WITH AN UV-MFp817OR PANT.
AND IMINI. EMC
INE 1`131.1.0009 COMDMM ALSO APPLY.
- THE MDX DEBNS REMOVAL SYSTEM TO K WPALLED
N ACCa1DANCE MIN MANUFACIIAEM'S RECOM EMDANK.
- COMMACTIM TO INSTALL VACUUM RELIEF DAMP SY81EM
N ACCORDANCE MIN FBC SECTION 424.2.9.6.1.
- ALL ►!ar TO BE SOEDuLE 40 PVC KA04 MSF
APPROVAL UNLESS OTHERMSE NOTED.
- THE FLOOR DRAIN MEETS THE REGUREMENTS OF
or ANSI/ASME AIT2.16.6M-If167 AND DRAM COVERS
MEET THE REOLOWNTS Or ANSI/ASE AIIIIWSM
1007 FOR AMTM-INR AND BODY ENTRAPMENT.
- INS DRAINING TO SUPPLEMENT COn1RACTOKS
SKCMTaM DRAWING OM FILE. FOR MEYNOOS
AND MATENALS OF CONSTRUC110No, REFER TO C11MMAC1ORS
ENOM1191) A SEALIED SKOFICATION DRAMHG ON FILE MM
M BULDINO DEPARTMENT.
Plans, notes, specificoliorM detour and o0 other information depicted an this shoot and all attached sheets have been prepared to meet Florida Building Code 2001 standards for Orange. Seminole, Osceolo. POLK. k Loke Counties of Contra Florida. It As the responsibbityto verify with Tocol, county, city, and *tote code
enforcement ogencies, compliance with building codes and ordinances for the area of construction. This must be done prior to the use of this document Of any attached documents for any purpase.
MIKE TANNOUS ENGINEERING. hereby reserves its common low copyrights and other copyrights in these plans, ideas, and designs. These Wens, designs and plans ore not to be copied or changed in any manner or form whatsoever, not are they to be assigned to any third potty without first obtaining the express written
permission from MIKE TANNOUS ENGINEERING.
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CITY OF SANFORO