HomeMy WebLinkAbout133 Spanish Bay Dr (2)!rmit # : b�? ` \ 31
-b Address_
ascription of Work:
istoric District:
CITY OF SANFORD PERIVITU APPLICATION �f FC&�Cpri VPc0
Date: L- O� `� t,
Rill t(1Ca Trvisklkalhwotal S care Footage
Zonmg: Value of Work: $
,cmit Type: Building Electrical ./ Mechanical Plumbing v"" Fire Sprinkler/Alarm Pool
ectrical: New Service - # of AMPS _ Addition/Alteration Change of Service Temporary Pole ___
echanical: Residential INon-Residential Replacement Nese (Duct Layout & Energy Calc. Required)
umbing/ New Commercial: # of Fixtures _ # of Water & Sewer Lines 4 of Gas Lines
umbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
zcupancy Type: Residential Commercial Industrial
instruction Type: /I of Stories: _/_ # of Dwelling Units: _/_ Flood Zone: (FEMA form required )
�
raers Name &Address. _ ___ __ _dd 4 w�ov �n i —_ _ __ t' n
-atractor Nime & Address:
one & Fai:tU
ading Company:
YI 1�I Phone. `--T —
State License Number: C_,_L'_
Contact PersoJZe_o _Phone:
(dress: _
)rtgage tinder: -
dress:
chitect/Engiacer.
dress: I-) 111 -7
Phone.
z']
�Fa x:
plication is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
farce 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
mit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
Z CONDITIONERS, etc.
MER'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
istruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
LICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
TORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
TICE to 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
county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
;eptanceof pcmu1. e fi r th I will n r the owner of the property of the regmi me Bents of Florida Lien Law, FS 713-
ignature of Ownet/Agent Date Signature of Contractor/Agent ` Date
1 �d cwli
Ptin caner/Agent's Name Print C ractorl ant's azne
b�
Si e o Date S nature of Not -State of Florida Date
JACOUEUNE P. RIVERA
Notary Public, State Ot Florida + eG° LORI D. TUCKER
Commission# DD594689
MY COMMISSION # DO 406941
Owner/ IN "bm)[80#4 13, 2010 IRES• April 2, 2009
Comractor/Agent is Perso '0' t tr6 nde�lh p
roduced ID �Pmduced ID P, ;; ; banded h u Notary Public Und® writers
'ROVALS: ZONIN L /�#?JTIL: ED: ENG: BLDG:
tial Conditions:
0312006
�rmit #
.b Address:
CITY OF SANFORD PERMIT APPLICATION
RECEIVED
Date: -EB T 6 2007
l 1 /�,1 , '^�Y
-scription of Work: Qio/1 N '`� ' Total Square Footage
istoric District: Zo ng: Value of Work: S „(4 wb. 60
:rmit Type: Building Electrical l' _ Mechanical Plumbing _ Fire Sprinkler/Alarm Pool
ectrical: New Service – # of AMPS
Addition/Alteration
Change of Service _ Temporary Pole
echanical: Residential Non -Residential
_ Replacement
New _ (Duct Layout &Energy Calc. Required)
umbing/ New Commercial # of Fixtures
# of Water & Sewer Lines
# of Gas Lines
umbing/New Residential: # of Water Closets
Plumbing Repair – Residential or. Commercial
ccupancy Type- Residential +'/ Commercial
_ Industrial'
)nstruction Type: I— # of Stories:
# of Dwelling Units:
_ Flood Zone: (FEMA form required)
vucr- ame & ddr
1--
,mractor Name & Address: -4
one & Fax: Lj 1 2
riding Company:
(dress:
rrtgage Lender:
dress
Phone: yl-s'l C1, 1
I hc., (1 n f1 i S %
con
raCQ)
1state License Number: C L ) -S 3
Person: ri _ _Phone _ 2�_ - 2 `
,G
chitect/Enginefer�/ t oY6� She _ry`i`��' Phone-'"fO� ` �X J;
dress: 1-7 \ / �� �lt r� Fax: ��
plication is hereby made to obtain a pemrit to do the work and installations as indicated I certify that no work- or installation has commenced prior to the
lance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. l understand that a separate
mit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
Z CONDITIONERS, etc.
JNER'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
tstruction and zoning, WARNING TO OWNER: YOUR FAILURE- TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
!ICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
TORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
,TICE: 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
county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
xptanceof pennit e fi ti th will tify the owner of the property of the requirements of Florida Lien Law, FS 713.
Sign e o wnerGni
Date Signature of Contractor/Agent Date
p
Print net/Agent's Nam o Print C ntractor/Agent's N
q10 -7 �am
Signature of Notary- to of Florida Date Signature of Notary- e of Florida Date
•1Y'P�PENNY L. SMITH .a1:+�"��. PENNY 1. SMITH
=� MY COMMISSION # DD 447590 MY COMMISSION # DD 447590
�r EXPIRES: August 1, 2009 ; a•= 8 EXPIRES: August 1, 2009
edAgent is Pers I}: t�4Pp@d�N Notary Public Underwriters rF °?``� O dad ThN Notary Public underwriters
Con ctor/Agent is Personally d+n411.4etMe i"
Produced ID VProduced ID
z�nlD�
'ROVALS: ZONING: UIIL: FD: ENG: BLDG:
dial Conditions:
03/2006
Electrical Contracting By Bill Brydges
115 Floridana Rd.Debary FI,32713 Buss: 386-668-7064 Fax:
386-753-1077 EC0002749
TO: 2� Sp DATE: -7/ J j'' C>~7
Sat* 3 -7.71
FROM: WILLIAM CLIFFORD BRYDGES
115 FLORIDANA RD. DEBARY ,FL 32713
RE: POWER OF ATTORNEY
I WILLIAM CLIFFORD BRYDGES D.B.A. WILLIAM C. BRYDGES GIVE MY
LIMITED POWER OF ATTORNEY TO CATHY MISURACA TO PICK UP
PERMITS IN MY NAME AND TO SIGN FOR SUCH PERMITTING OF SAME
MPOOLS TILL FUTHER NOTICE BY MYSELF.
ANY QUESTIONS PLEASE FEEL FREE TO CALL 1-
386-668-7064 THANK YOU FOR YOUR SERVICES.
i�•••.....M•..•N..N..•N.N.•............ `
ANDREW SCOTT WMTEWAY
E
µ ConvW DD=1022
E�IrM240=M .
`' 80ndr0 OrU (e0p�432�254:
°F n ploda t4aWy Assn.. Inc
•au•wa....•w.u....•.........i
Acknowledge before me this 9 day of
M
By ,.&�X
ID
Notary Signature
William Cliford Bridges
EC 0002749
NOTICE OF COMMENCEMENT
Permit No.
Parcel ID:
State of Florida
County of Seminole
THIS INSTRUMENT PREPARED 9
NAME -0G�� �` Yi i un
ADDR.
��� 11 Iil Ii Ill it III 11111 Ii III i IIII
.t
MARYANNE MORSE, CLERK, OF CIRCUIT COURT
SEMINOLE COUNTY
Elt 06578 Pg 1892; O pg 1
CLERK' S # 200,7 -7 � - IFIED COPY
The undersigned hereby gives notice that improvement will be RECORDED 02/05/2007
FEES 10.0 0i:4'IAR NNE MORSE
�' y RECORDING FEES 10.00
made to certain real property, and in accordance with Chapter RECORDED BY H DeVore CLERK OF CIRCUIT COURT
713, Florida Statutes, the following information is provided in SEM6 UNTY.�FWRIDA�this Notice of Commencement.
BY
DEPUTY CLERK'
1. Description of roe le al escri fon of the role and street address if available- - )A U � fl
I � P P P ,� g P t—. P 1" C) LU 'T-� 1 �'06 V1
Owner Name and address:
Interest in property (:>\ ,' ejr- '
Name and address of fee simple titleholder (if other than Owner)
5. Surety
a. Name and address
b. Amount of bond
6. Lender Name and address: �— y -e—(L- r1") o 1
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:
a. Name and address )N/1',
8. In addition to himself or herself, Owner designates N.1 /141 of
to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
9. Expiration date of notice of commencement (the expiration date is 1 year from the dof r ' g unles different
date is specified)
Signature of Owner
Sworn to or affi ed andgsubscribed before me this ko day of \ , , 20 �T, by
C) J '!cin 1
Personally Known or Produced Identification
Type of Identification Produced i11 10 -
Si rt of Notary Public, State of F rid`a� �''� r�
Co ission Expires: I , I ` l � to
--------
JACQUELINE P. RIVERA
Notary Public, State of Florida
Commission# DD594689
My comm. expires Sept 13, 2010
POWER OF ATTORNEY
Date: February 5, 2007
I, Dennis Misuraca, do hereby authorize Cathy Misuraca to pull the pool permit
for 133 Spanish Bay Drive, Sanford, FL 32771
Dated – J " 07—
Signature: DenTs Misuraca
STATE OF FLORIDA
COUNTY OF SEMINOLE
Sworn to or affirmed and signed before me on -C� % by�r:
NOTARY PUBUC-STATE CF
Beverly Gas liarc�i
Commission #DD557886
Expires: MAY 30, 2010
BONDED THRU gTi,.N-nC BONDING CO., INC.
�Z� 1
N ARY PUBOC
[Print, type, or stamp commi ioned na of
notary or deputy clerk.]
Personally known
x Produced identification ,\\
Type of identification produced
PLAT OF BOUNDARY SURVEY for: MARONOA HOME3, INC.
DESCRIPTION: LOT 72, A40NTERE-Y OAFS PHASE ff, A REPLAT
RECORDED IN PLAT BOOK -58 PAGE(S) 1204&. 2� PUBLIC 'RECORDS O- SEMINOLE COUNTY, FLORIDA
TRACT "F"
5TORMWATER REfENTIOWDETENTION AREA
MONTEREY OAKS PHASE I
PLAT BOOK 56, PAGES 33 and 34
Co LDT _7-3
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My ct, t AINFORD
N89°47'42"W 60.00'
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p 589047'42"E_
N N
SPANISH BAY DRIVE
N89"4 -P42 W 4 P.C.
SCALE 1 20
a 5' ICY 20
CONO
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R�25•0 1� G 6 `O,\5E
PGNO�G•' N6
NOTES:
FLOOD CERTIFICATION
1. BEARINGS ARE BASED ON THE CENTERLINE OF
BASED ON THE FEDERAL EMERGENCY
SPANISH BAY DRIVE BEING N89.47.42'W.
MANAGEMENT AGENCY FLOOD INSURANCE CERT I E I ED TO
2. UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS
RATE MAP, THE STRUCTURE
AND FOOTERS HAVE NOT BEEN LOCATED.
SHOWN HEREON DOES NOT LIE WITHIN Todd Conlin
3. ELEVATIONS ARE BASED ON NATIONAL GEODETIC THE 100 YEAR FLOOD HAZARD AREA.
VER TICAL DATUM OF 1929. THIS STRUCTURE LIES Itj ZONE - X -. National City Mortgage
4. BUILDING TIES ARE TO FOUNDATION.
COMMUNITY PANEL NO. !20294 0040 E Kampf Title & Guaranty Corp.
p
5. BUILDING TIES ARE NOT TO BE USED TO
EFFECTIVE DATE: APRT 17, 1995
CONSTRUCT DEED OR PLATTED LINES.
MAP REVISION DATE. t. Adnoram Title Company, Inc,
6. BEARINGS AND DISTANCES SHOWN HEREON ARE
(SUBJECT TO CHANGE) ; Chicago Title Insurance C o .
MEASURED AND PER RECORDED PLAT UNLESS
OTHERWISE NOTED.
THE UNDERSIGNED AND CAVONE,INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON
PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO
REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH
INFORMATION MOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
ABBREVIATIONS/LEGEND:
FOUND 1 1/4* IRON PIPE (LS 2005) ® FOUND -'Y,5 IRON ROO,1.848 oO FOUND pl�C Ale. G:S 2c65 IN FOUND. *f CONCRETE MON MEN
.</u.N50/o2
NO. -NUMBER P.T.-POINT OF TANGENCY
CONC- CONCRE TE
R. -RADIUS P.I.-POINT OF INTERSECTION
L.S.-LAND SURVEYOR P.R.C.-POINT OF REVERSE CURVATURE D.E.-DRAINAGE EASEMENT
CH. -CHORD P.C.-POINT OF CURVATURE
O.R-OFFICIAL RECORDS P.C.C.-POINT OF COMPOUND CURVATURE U.E.-UTILITY EASEMENT
ARC -ARC LENGTH L.B.-LICENSED BUSINESS
CH.BRG.-CHORD BEARING S,&U,E.-SIDEWALK & UTILITY EASEMENT D.U,&S.E.-DRAINAGE, UTILITY �
C CENTERLINE A/C -AIR CONDITIONER PAD
&DELTA (CENTRAL ANGLE) `ll:'AU.E.-DRA/FJAGE & UTILITY EASEMENT SIDEWALK EASEMENT
THIS SURVWY NOi VALID UNLESS EMBOSSED REVISION DATE
VO ♦ E, INC. WITH THF, S10ENSEO SURI RAISED SEAL ofhde74A -
A f IDA fCENSED SURAND MAPPER RECERTIFIED
DON
LAND SURVEYORS AND MAPPERS WJ 141 1 _ /- FINAL LOCA
300 COUNTY ROAD 427 SOUTH ^/{/' FOUNDATION LOOCACA
TION
7 LONGWOOD, FLORIDA 32750-5499 DOMINICK F. CAVONE - PRESIDENT FORMBOARD LOCATION
TELEPHONE (407) 830-9080 FLORIDA SURVEYOR & MAPPER NUMBER 2005 STAKE HOUSE
FAX No. (407) 339-3636 LICENSED BUSINESS NUMBER 5073 STAKE LOT
W.O. STAKE LOTW.O. STAKE HOUSEZea= W.O. FORM CHECK2ar+2 :j l
LOT by CHIP
O. FOUNDATIONIW -//�W.
2o O. FINAL .2DLY� - WO, RECERi .L 7
W.
CADD FILE:
GENERAL NOTES
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 AND FLORIDA BUILDING CODE RESIDENTIAL 2004
TOGETHER WITH 2006 REVISIONS AND ANSI/NSPI NATIONAL STANDARD -5
FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL
STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE
NATIONAL ELECTRIC CODE 2005.-
4.
005:4. 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 W/ 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 EARH WITHOUT A SEPARATION
BARRIER, MINIMUM COVER SHALL BE 3". WITH A BARRIER (STEELTEX)
BETWEEN CONCRETE AND EARTH, MINIMUM COVER SHALL BE 1'/2'.
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. EQUIPOTENTIAL BONDING TO BE ACCOMPLISHED IN ACCORDANCE WITH
SECTION 680.26 OF THE N.E.C. 2005.
8. 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 ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED
WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE
UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE
REDESIGNED.
9. 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.
10. 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.
11. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN
RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE
IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES.
12. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING
AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO
POOL AREA.
13. IF A WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC BREAK
WILL BE PROVIDED.
14. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN
THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION.
15. 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.
16. SPAS AND HEATERED 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.
17. PROVIDE GLAZING IN WALLS AND FENCES ENCLOSING SWIMMING
POOLS, SPAS, & HOT TUBS WHEN BOTTOM EDGE OF GLAZING IS LESS THAN
60" ABOVE A WALKWAY SURFACE AND WITHIN 60" HORIZONTALLY OF
WATER'S EDGE.
18. 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.
LES,
7RISER
LINE UGHT
TILE
6'
MAMA' (240 SO. 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)
VARIES
144 4 POOL
WATER LINE
L -6'X6' GLASS BLOCKS
MOUNTED IN 2500 PS
CEMENT (IF SPECIFIED
#3 AT 12" O.C. EA WAY
RAISED SPA DETAIL
MAX. 5'
24'
14'-18'
UNDISTURBED
SOIL (NO VOIDS)
TYPICAL
SWIMOUT DETAIL
THE FOLLOMANG TABLE PROVIDES MAXIMUM FLOW
THROUGH PVC PIPE MATHOUT EXCEEDING THE
MAXIMUM STANDARDS FOR VELOCITY (FT/SEC)
PIPE Q717 =- ETURN U
12
' 85 GPr,5 GPM I
M 105 GPM 2 HP
2 1i' 125 GPM 150 GPM 2 1/2 HP
PUMP SIZE BASED ON A TOTAL DYNAMIC HEAD (70H) OF
50' AND FOR ESTIMATE ONLY, ACTUAL PUMP SIZE MALL
VARY DEPENDING ON THE PUMP SPECIFICATION AND THE
TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS
MM
■■■■■■■■■ - III-QuAT'
■■■■■■■■■ OPENING
WALL •
RT'
i i
WFICE
5 6" TILE #3 BWAR
CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT
1 #3 BAR CONT. W/
TOPPING. ON COMPACTED GROUND W/ ALL ORGANIC
5' WALL -W/ 8'X8' BOND
MATERIAL REMOVED. 4" NOM. VV/FIBER MESH, 5" W/ # 3
BEAM USE 2 #3 BARS CONT.
REBARS.
DISTANCE
4' MIN. JUNCTION BOX
THERAPY N
8' MIN. (BY OTHERS)
18" MIN. TO
TO TRANSFORMER
(I OTHERS)
TOP OF LENS
MARBLE
PLASTER FINISH
O.C. EA. WAY
#8 AWG COPPER WIRE
TIMECLOCK
TO
SERVICE PANEL
SPST
JCT. BOX TOGGLE
�4' MIN.SNATCH
8' _q
W-P• DISC
PUMP
POOL DECK 12 V TRANS
3 #12 IN W COND
412 V/300 W W/ 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.2005
ELECTRICAL DIAGRAM
BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING
AND ALL FIXED METAL PARTS NOT SEPARATED BY
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 RELIEF SYSTEM FORMING SHELL W/ #8 BOND PER N.E.C.
#3 BARS 12'.D.C. EACH WAY
STEELTEX FORM (OPTIONAL)
POOL STRUCTURAL DETAILS
EE
it
Y
'4i
D
PERMANENT BARRIER, IF WAN 5 FT HORIZONTALLY FROM W/ 8"X8" BOND BEAM
WATER 12 FT VERTICALLY OF MAX WATER LEVEL �JSE 2 #3 BARS CONT.
MIN. 1 X" COVER OVER
ALL BARS SEE NOTE 95
5
THE CONTRACTOR MUST PLACE ALL STEEL IN 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 G DO H. S PARD ON, P.E.
BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN L P,E. ` O'_i933
THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD. 0 5 S. SE ORA LVD. STE. 10!
TYPICAL WALL AND FLOOR WIN ER PA ,27921;
WITHIN ANGLE OF REPOSE PH NE: (407j'67`9-7500"
FAX: x(40,7) 679-9=188
C
2
4 I/_F
FILTER SY87W
1. MAIN DRAIN UNE
2. SKIMMER LINE
3. WASTE LINE
,3 4. RETURN LINE
5. PRESSURE CLEANING
LINE (OPTIONAL)
1B A. HAIR do LINT STRAINER
y� B. RECIRCULATOR PUMP
C. FILTER
A D. IN -UNE 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 SLIP RESISTANT FINISH
WEDGE ANCHOR
AND ESCUTCHEON
3' MIN. 6' MAX BETWEEN
TREAD AND POOL WALL
TYPICAL SWIMMING POOL
LADDER SECTION
SPARKLE-BRITE POOLS. INC.
2550 NARCISSUS AVE.tv
SANFORD, FL 3 ���'
vi�
PH 407-328-542f)'
10
i
RESIDENTIAL
SWIMMING POOL
MASTER SPECIFICATION
DRAWING
FOR
CITY OF SANFORD
NOT TO SCALE SHEET 1 OF 3 DWG BY - DASH
APPI) RY - GHS
5 6" TILE #3 BWAR
4VARIES - SEE PLAN
5 11C 4T.
5' WALL
DISTANCE
BRICK (1 ROW) DECK OVERPOUR
THERAPY N
EXISTING
1 ON 1LESS TI+A11 STRUCTURE
ALTERNATE BEAM
#3 AT 12" 18' SEAT
FINISH DETAL
O.C. EA. WAY
4'
PLAN EXPIRES ONE YEAR FROM THE
- ao
SIGNATURE DATE OR THE EFFECTIVE
RETURN
6' THICK WALL
DATE OF A MAJOR FLORIDA BUILDING
(15T SPECIFIED) 6' 1
CODE CHANGE WHICHEVER IS SOONER
GUNITE
REBOUND
#3 BARS AT 6'
O.C. EACH WAY
JAN 3 1 2007
2-8' 0 ANTI -VORTEX DRAINS
SEPARATED BY 3'
STEELTEX FORM
ATE
SPA SECTION
MARBLE PLASTER
FINISH
THE CONTRACTOR MUST PLACE ALL STEEL IN 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 G DO H. S PARD ON, P.E.
BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN L P,E. ` O'_i933
THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD. 0 5 S. SE ORA LVD. STE. 10!
TYPICAL WALL AND FLOOR WIN ER PA ,27921;
WITHIN ANGLE OF REPOSE PH NE: (407j'67`9-7500"
FAX: x(40,7) 679-9=188
C
2
4 I/_F
FILTER SY87W
1. MAIN DRAIN UNE
2. SKIMMER LINE
3. WASTE LINE
,3 4. RETURN LINE
5. PRESSURE CLEANING
LINE (OPTIONAL)
1B A. HAIR do LINT STRAINER
y� B. RECIRCULATOR PUMP
C. FILTER
A D. IN -UNE 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 SLIP RESISTANT FINISH
WEDGE ANCHOR
AND ESCUTCHEON
3' MIN. 6' MAX BETWEEN
TREAD AND POOL WALL
TYPICAL SWIMMING POOL
LADDER SECTION
SPARKLE-BRITE POOLS. INC.
2550 NARCISSUS AVE.tv
SANFORD, FL 3 ���'
vi�
PH 407-328-542f)'
10
i
RESIDENTIAL
SWIMMING POOL
MASTER SPECIFICATION
DRAWING
FOR
CITY OF SANFORD
NOT TO SCALE SHEET 1 OF 3 DWG BY - DASH
APPI) RY - GHS
INSTALL PERMANENT WATER
LEVELER IN DECK WITH ANTI -SYPHON
DEVICE AT HOSE BIBS.
USE MINIMUM OF 3 RETURNS LOCATED
AT + 18 -BELOW WATER LEVEL TO
INSTALL DUAL SKIMMERS PLUMBED
TOGETHER AND LOCATED FOR
OPTIMUM SKIMMING ACTION.
DIRECT WATER TO SKIMMERS. WATER LEVEL
71 ±18^ I TO PUMP
at 36"
USE MINIMUM OF 3 RETURNS LOCATED
AT + 24"' BELOW WATER LEVEL AND
STRATEGICALLY LOCATED TO DIRECT
WATER TOWARDS SKIMMERS. CONSIDER
AT LEAST ONE RETURN TO SWEEP ACROSS
THE BOTTOM OF THE SWIMMING POOL.
ALTERNATIVE: INSTALL MINIMUM OF
(3) FLOOR RETURNS
DEADLINE TO
PUMP LOCATION
f —
INSTALL MAINDRAIN W/TOOL-REMOVABLE
PLUG TO BE REMOVED ONLY BY SERVICE
PROFESSIONAL FOR POOL SERVICING.
(DEADLINE INSTALLATION OPTIONAL)
SWIMMING POOL WITHOUT
JC�Ft�J„ATION MAIN
IStructural 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
VENT TO ATMOSPHERE S
WILL NOT BE BLOCKED BY DEBRIS,
INSECT INFESTATION, OR
MICROBIOLOGICAL CONTAMINATION
(COVER MUST COMPLY WITH
ANSVASME Al 12.19.8 M) 3'-0" MINIMUM
SEE ALTERNATE
2" T
C72,0�12�'O�
SUCTION INLET SUCTION INLET 1 1/1" 0
(MAIN DRAIN) (MAIN DRAIN)
2'0
MAXIMUM DISTANCE 11/5"o ALL VENT
TO VENT TEE PIPING = 1 '/,^ 0
CONNECTION = 1 '
ATMOSPHERIC VENT PIPE LENGTH
2"0 MINIMUM = 16" MAXIMUM = 30"
ALLSUCTION
TO PUMP
PIPING = 2"0
GENERAL NOTES
1. THE MDX DEBRIS REMOVAL SYSTEM IS TO BE
INSTALLED IN ACCORDANCE WITH MANUFACTURE'S
RECOMMENDATIONS.
2. CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP
SYSTEM IN ACCORDANCE WITH SECTION 424.2.6.6 FBC-
BUILDING 2004 AND SECTION R4101.6.6 FBC-RESIDENTIAL
2004 W/2006 REVISIONS.
3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF
APPROVAL UNLESS OTHERWISE NOTED.
4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF
ANSI/ASME Al 12.19.8M-1987 AND DRAIN COVERS MEET
THE REQUIREMENTS OF ANSI/ASME Al12.19.8M-1987 FOR
ANTI -HAIR AND BODY ENTRAPMENT.
5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S
SPECIFICATION DRAWING ON FILE. FOR METHODS AND
MATERIALS OF CONSTRUCTION, REFER TO
CONTRACTOR'S ENGINEERED AND SEALED
SPECIFICATION DRAWING ON FILE WITH THE BUILDING
DEPARTMENT.
VENT COVER MAY BE
GUTTER DRAIN
\ �2 90" ELBOWS
12" MIN
WATER LEVEL
ANTI -VORTEX
2ND DRAIN
MDX FLOOR
/DRAIN
1'A"o
o
VENT LINE
2'A "
(OPTIONAL) DEBRIS
CONTAINMENT
CANISTER
TO
PUMP
2" 0 OR LARGER
CIIRCULATION LINE
- ATMOSPHERIC VENT PIPE LENGTH
MINIMUM - 1 B MAXIMUM - 30' 1 B" MIN
2 Mfg -0 OR EQUAL TO 24"M
Equipotential Bonding Grid Shall be CIRCULATION LINE
provided for the first 3 -feet of the
perimeter of paved surfaces of The residential swimming pool barrier
swimming pools and spas. 2005 NEC MDX DEBRIS and or its compliant safety components
Article 680.26(C). REMOVAL SYSTEM shall be in place prior to filling of the
pool. FRC R4101.17
VENT COVER MAY BE GUTTER
DRAIN SUCH AS HAYWARD
MODEL SP -1019
ALTERNATE SUCTION INLET SYSTEM MAY
2 - 90° ELBOws INCLUDE 1 ON THE BOTTOM AND ONE ON
1 h' 0 VENT PIPE THE VERTICAL WALL OR ONE EACH ON
TWO 2 SEPARATE VERTICLE WALLS
f
L12" MIN. ATTACH PLACKARD WHICH STATES
THAT VENT ISA SWIMMING POOL.
SAFETY DEVICE AND SHOULD NOT
BE TAMPERED WITH.
FlNtSHEp GRALSE
SUGGESTED
DETAIL
DRAWING 70 SUPPLEMENT 2007,
CONTRACTOR'S SPECIFICATION
DRAWING ON FILE
THE MAXIMUM VACUUM WITH ONE
DUAL SUCTION INLET SYSTEM
& ATMOSPHERIC VENT SYSTEM
IN ACCORD WITH SECT 424.2.6.6 FLORIDA BUILDING CODE -BUILDING 2004 W/ 2006 REVISIONS
AND SECT R4101.6.6 FLORIDA BUILDING CODE -RESIDENTIAL W/2006 REVISIONS
AN APPROVED VACUUM RELEASE SYSTEM SUCH
AS THE VAC -ALERT TM SVRS SYSTEM IS AN
ALTERNATIVE TO THE OTHER SYSTEMS SHOWN.
SPARKLE-BRITE POOLS INC.
2550 NARCISSUS AVE.
SANFORD, FL 32771
PH 407-328-5428
ALTERNATIVE
RECIRCULATION
SYSTEMS
MOTTO SCALE SHEET 2 OF 3 DWD BY- GHS
SUMP PLUGGED AND TO RELEASE
A BODY ENTRAPMENT ON THE OTHER
SUMP WILL NOT EXCEED 4.5 INCHES
ORD H. SH PARD ON, P.E.
OF MERCURY IN 3 SECONDS
L P.E. 0, 1933
025 S. SE . ORA LVD. TE. 101
WINT •R PARC, -2792
MAXIMUM SUCTION PIPE VELOCITY
NE; (407i6'79-75'00
SIX (6) FPS OR 59 GPM
FAX: (407),679-9188,
SPARKLE-BRITE POOLS INC.
2550 NARCISSUS AVE.
SANFORD, FL 32771
PH 407-328-5428
ALTERNATIVE
RECIRCULATION
SYSTEMS
MOTTO SCALE SHEET 2 OF 3 DWD BY- GHS
# 3 BAR PAVER BRICK
CONTINUOUS
t 4- CONCRETE DECK --*3 BAR
1- # 3 BAR VERTICALLY A= 12" TO 24"
COMPACTED •.
@ 36" ON CENTER ` MATERIAL vExiICAL# 3 BAR @.w -ac.
Q. �a • c
COMPACTED 12" to 2-4"TURN-DOWN d 4,. v,.:�. FINISHED GRADE °' °R FLATTER
MATERIAL V OR FLATTER a„
1-#5 REBAR----= 1-#5REBAR
CONTINUOUS } CONTINUOUS.
MAX FINISHED GRADE. e ° NOTE:
4" 0 PILASTER 1' 6"
EVERY 5' WITH z2' mp;� B= '/. x A
1-# 3 REBAR t'6"
4" B PILASTER
EVERY 5' WITH _
6" MIN L4 1-0t3 REBAR
NOT TO SCALE� OLD GROUND 6" MIN
T�D GROUND
CONCRETE DECK TURNDOWN PAVER DECK TURNDOWN
GENERAL NOTES
1. DETAIL IS BASED ON NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY
FROM TURNDOWN IS LEVEL (> 4 TO 1). TURNDOWN MAY ABUT RIBBON FOOTER AND
BE TIED INTO FOOTER IF APPROPRIATE, WITH # 3 REBAR.
2. TURNDOWN SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL
(> 1,500 PSF) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING
CAPACITY AND PREVENT SETTLING OR SHIFTING.
3. ALL. REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40.
4. CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500
PSI.
5. ALL CONSTRUCTION TO CONFORMJTO FLORIDA BUILDING CODE, BUILDING 2004,
FLORIDA BULDING CODE, RESIDENTIAL 2004 TOGETHER WITH 2006 REVISIONS
6. REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR
DETAILS ON TURNDOWN LOCATION.
7. IF THE OF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4" e
PILASTER WILL BE REQUIRED EVERY 5 FEET THAT WILL BE EITHER 2' INTO THE
GROUND OR TO 6" INTO THE INDIGENOUS MATERIAL, WHICHEVER IS DEEPER. THE
PILASTER WILL HAVE A # 3 REBAR TIED INTO THE # 5 REBAR IN THE BASE OF THE
VERTICAL POUR.
PAVER BRICK
aQieL'p
4 p Q ■
ALTERNATE PAVERS
ON TURNDOWN
8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING
WALL. IF THE VERTICAL DIMENSION FROM THE TOP OF THE CONCRETE DECK TO
THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OF 33" (FOR AN 18"
TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE
TURNDOWN LENGTH OR THE FINISHED GRADE SLOPE EXCEEDS 4' HORIZONTALLY
TO 1' VERTICALLY, A TURNDOWN SHOULD NOT BE USED.
9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO
THE OLD GROUND REACHES 30" (FOR A 12" TURNDOWN 36" (FOR AN 18"
TURNDOWN) OR 42" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE
TURNDOWN LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4'
HORIZONTALLY TO 1' VERTICALLY, A TURNDOWN SHOULD NOT BE USED.
10. IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TOP OF THE TURNDOWN, THE
SWIMMING POOL CONTRACTOR MUST COORDINATE ATTACHMENT OF THE SCREEN
ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR.
DECK TURNDOWNS
(NOM. 4' --GRADE —GRAD ----GRADE
TYR 8 B" • 12
1 1 5 BAR S. 2 f 5 BAR 1 2 5 B
l 12'
CONT. CONTAR. CONT.
NO FOOTER 8" X 8" FOOTER 8" X 12" FOOTER 12" X 12" FOOTER
FOOTER NOTES:
1 FOOTER SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (>1,500 PSI) THAT SHALL
BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO PREVENT SETTLING.
2. CONRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI W/ FIBER MESH OR 6X6 -10X10 WW MESH.
3. 3 -# 3 BARS IS EQUIVALENT TO 1 -# 5 BAR.
4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER OVER THE TOP OF THE
FOOTER OR ABUTTING THE FOOTER.
5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED, THE SWIMMING POOL CONTRACTOR MUST COORDINATE
CONSTRUCTION OF ANY REQUIRED FOOTER WITH THE SCREEN CONTRACTOR.
JAN 3. 1 2007
cl-
G7 RDO H. S PARD ON, P.E.
F P.E. 01-933
10 S. SE ORA LVD. STE. 1093
SWALE FOR
DRAINAGE
f
. # 3 BAR
A= 18" TO 24"
I, VERTICAL
# 3 BAR @ 36`O.C.
.PAVER BRICK
IB=12"TO 18"
_ 1- #5 REBAR.
CONTINUOUS
ALTERNATE PAVER
LOCATION
NOTE:
B— '�4XA
SPARKLE-BRITE POOLS INC D
2550 NARCISSUS AVE.
SANFORD, FL 327�JAS Vvi, JO
PH 407-328-5428 - N �
vC%014
MASTER DRAWING FOR
FOOTER AND
DECK TURNDOWN
DETAILS
PRME: (407) 679-7500
TYPICAL FOOTER DETAILS FAX: (407).679-9:188 IVOTTO SCALE SHEET 3 OF 3 QWQ BY- GHS
1