HomeMy WebLinkAbout104 Woodfield Ct (3)FAr 3C j
( �� r CITY OF $ANFORB PERTV11T at PPLICATIOI i "�j���
Permit # y \� \ Datc ''l-� l`! ° 1
.lob Address: I O%A w O C, -P) e kJ C'
Descdp4on of Work-
JHistoric District: Zoning; Value of Work: $ 'c l��l. �i (� �•�� �
)Permit Type: Building Electrical Mechanical Plumbing Firc Spriok1cr/A1actn pool
Electrical: Ncw Service - # of AMPS Addition/Alteration Change of Service Temporary Polc
Mechanical: Residential Non-Rcsicicntial Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixturc5 _ # of Water & Sewer Lincs # of Gras Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Rcsidential or Commomial
Occupancy Type: Residential k" Commercial _ Industrial Total Square 1F'ootage:
Constructioq Type: # of Stories: # of Dwcilin$ Units: — !Flood Zone: (FEMA, form required for other than X)
PArtcl #;
Contractor Name & Address: VL- r- i C, JL.S• 1))^
V 001 J 10(1_!'-f-) M?s.+ thoh u )Cl.t
C. I 'E-rrM t)'dl "�
i' �-• �-, � 77� �
State License NuAnbcr:
Phone & F&,c &S ODli
1 9100 -At k -3S.-)" 0 41 '
S 1 D D.. Contact Person; Pct'+k
Phone:
Bonding
Address;
Mortgage - - -
Address: _
ArchiteetfEngineer: - _ APP 7004 Phone:
Address; f, ,
Fax;
r.. -.� ak .oar., •tl ®F7FAfl .kYY' r
Application is hereby made to obtain a iioi tt to dote ik t stal lop as t A' ated, I cc that no work or installation has eommenccd nor to the
r prior
issuance Of a permit and tt+at ail work will bo p<rfot> t� rpctct stIda 9f gI wg regulating constntetiO4 in this jurisdiction. i understand that a separate
permit must be secured for ELECTRICAL WORK, LViYFBiIrG,A SIGN W ' LLf e OOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc, -.•�
OWNER'S AFE(DAVIT: I certify thOt all ofthe foregoing information is accuratc 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 RE$1,1I,T IN YOUR PAYING
TWICE FOP, IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT,
LQJICE., 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 governmcntll cntitiCt such as water managtnrent districts, state agencies, or fcderal agencies.
Acceptance of p¢ it is ve .fication th I will notify the owner of the property of tiro regturcmems of Florida Licn w, FS 7 ,
JS
Signature of Owner/Agetit Date Signature of Contract Agent - Da
A N(:-
Print Owner/Agent's Name Print CorrrracWflAgcat's Name T_—
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
Owner/Agent is _ er zHx_Known to Me o:
_ Produced ID
Contractor/Agent is — Pcr, }_Known to Me or
Produced ID
APPLICATION APPROVED BY: Bid�i rCO0 zoning:
(Initial & D -etc) (initial & Dare)
,pedal Condi(ions: k C)C )\
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pi. RICiiARD MA4ANOWS
Gs� - Commission # DOOq 54
Enpirles 416/2m11,
Bonded through If
toolo Florida Notary Assn., ft
m..rd+u�wamaewoa ---. _
I 'd
Utilities:
(Initial & Date)
FD;
(Initial & Date)
t
vaTgg099099gq00q0qqqqqqqQ90q099qqOqqOqqq999qOqqp
o yP�. RICHARD MALANOWSKt
Commission # D00092W
�r E)Vres 4/6/2006
eo',a� Bonded through
i 114ai umm9s F1 q Ida Notary Assn., Inc. Q
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WOdA Wd6 ' VOA. -OE -E
179479
SPEC SHEET AVAILABLE FROM POOL PLANS INC., GARDEN GROVE, A. Q
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FOOL
5 A
MAX. LENGTH
,
j
t -I ,!:
MAX. WIDTH
SQ. FT.
PERIMETER
DEPTH
r ,1
to
RAISED BOND SRS.,g`
VOLUME
GAL.
FILTER RATE
GPM
TURNOVER
HRS"
EXCAVATIOI r.
Access �-_C` Ft Iv _
Crawler
DECKING , r
Sq. Ft. f
Finishy
Bob Cat !� �,
Color
Mini Cat r..„t/'
Expansion Joints...x7
Hand Dig ,` __
Footings �`LT
Remove Dirt 37
Remove Tree ✓1
Mastic
Drains
Remove Fenc® sn f: ?"x"'
Remove Conc, TIL
Cant. Forming
Install Jig
Deep End DI q r
Special � _
Grading i;' ✓ �'
Light Niche 113
EOUIPis1I0ENT,
Special _-' t.�,r\�` _l�M
Filter Type
Fllter Size --
--- —
STEEL
Surcharge
Heater �
Pump �111 � ? �ti) •t H. P.
Transition Bawe ,
.._ � x _
Pump H:P.
Swimout `�
Blower
Special r ,� t t 3
Jets
Auto Cleaner ,UL2L!411
�"!"'-'_-•,"��--," _
GUNIITE 1 f`
Expansive Soil
Chlorinator
Separatl,an Tank
Special Steps or Legtge.
Solar Panels
Gunite InOec. - E,..s 5
Gunitq Clean Ups.-
Type
Booster ._ __-*-- [!Therm.,, _•_._..__..
Rope Rings --`-J--
Surcharge
Auto - --- --- -
Special �'1 � .. r' a Q t" �
PLLIMbINO
Filter Run Ft
PLASTER .
color4�-
Return Line_
Backwash Line
Light
Rope Rings
p Trotp w .
-
f
I
Gas Lin® Pool Ft ._
TILE
Gas Line Patio
Type _
T -On Gas Linc.,Valve----
Spa Dam 1 c., Curvsd111;1'w
Check Valve-
Tile on cit pt}, S ltt
Mastic___.__44
Hydro Re1Lpf V®)vee
d.t....(.,.
Valva __..-__-Copper _.-..
COPING + � M
Type -��M ° f '.f' r _"° vµ
Valve _
spa Ureina-_�_SK {.I^ .{
PV toppef___
ELECTRICAL _
Run (yz3lt0-9-Solar
Fountain _ -
Stub Out
-.Ft.--,---Volt�
Panel — -_---Sub
z
Misc. ` 4�,. bL„� U ij r t;;.
M
Auto
Air Switch
MASONRY �
J. Box, -
Blk. Fence
Red Brassv, irk V Ft. r
°
Retaining Wall _x_ -,P/1\ - -
Wood Fence l•
Time Clocks �;
_.
Fire pit — i i A1
Light
Outlets ?-. � d�?. ,,` f'`: '?
RBB Facing
_
Special
Special r..j
t
'
/�` r t•� � ` (J ± ...�.... R 7 � f l i iJ
I• :.1., ~�^' �r��. f i �,� ...?.� ,�,.i
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SALESMAN
DATE OF
CONTRACT
JOB NO.
_-
MAP BOOK NO.
LOT NO,
TRACT NO.
P"roparod E Iaally For.
Street.`- 9('
city
Phone
Signature
Date
SPEC SHEET AVAILABLE FROM POOL PLANS INC., GARDEN GROVE, A. Q
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Nn r: S
1, FUR RESIDENTIAL POULS UP TO 'WATER DEPTH OF 8'-O'. 43 .REBAR 12' O.C.E.'W.
OVER 8'-0': SPECIAL EINGINEERING REQUIRED AND IS NOT A PART OF THIS DRAWING
SPECIFICATIONS. `WALL THICKNESS SHALL BE SUCH AS TU PROVIDE CODE COVER '
OVER REINFOPCING. FOR OVER 8'-0', SPECIAL DESIGN REQUIRED,
2. CONCRETE COVER OVER REBARS MUST BE 3500 LB. PER SQUARE INCH AND COMPLY
'WITH ALL BUILDING CODES. THIS POOL IS NOT DESIGNED FOR POSSIBLE HYDROSTATIC
UPLIFT FORCES. THE `WATER SHALL NEVER BE REMOVED FROM THE POOL STRUCTURE
UNLESS ALL HYDRUSTATIC UPLIFT FORCES ARE TOTALLY REMOVED,
3. REIPN ORCING BARS SHALL BE D-FORIM STEEL BARS AND CONFORM TO
ASTM -A15-58 T AND A305-58 T.
4. OUTDOOR S'WIi4MING POOLS SHALL BE PROVIDED WITH A BARRIER TO COMPLY
WITH 424.2.17.1 - 424.2.17.10.
ADEQUATE PROTECTION SHALL BE GIVEN AROUND POOL DURING EXCAVATION.
5, ALL PIPING SHALL BE PVC SCHEDULE 40. PIPING SYSTEMS SHALL BE
PRESSURE TESTED TO 35 PSI PRIOR TO COVEP.ING PIPES.
6. THE WATER SUPPLY SYSTEM SHALL BE EQUIPPED 'WITH A BACK FLOW PREVENTOR. C
UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED.
7. THE MAXIMUM VELOCITY IN SUCTION SHALL BE 6 FEET PER SEC. THE MAXIMUM
PIPE VELOCITY 1.11PE
l PRESSURE PIPES SHALL BE 10 FEET R SECOND,
S. FLOOR THICKNESS SHALL BE MINIMUM OF 6' 'WITH CODE REQUIRED
COVER OF REINFORCING. FLOOR REINFORCING SHALL DE 43 BARS @ 12' E.W.
9. WHEN THE DISTANCE FROM THE FOOTER TO THE POOL IS CLOSCP. THAN 1 FOOT
MORE THAN THE DEPTH pr THE POOL AN ANGLE OF REPOSE LETTER 'WILL BE
REQUIRED FROM THE ENGINEER.
10, THE QUANTITY OF UNDERWATER LIGHTS, SKIMMERS, 'WALL INLETS, ETC.
MAY VARY. HOWEVER, THERE SHALL BE AT LEAST 1 SKIMMER PER 800 SU. FT.
OF POOL SURFACE, 3 'WALL RETURN INLETS, AND 2 MAIN DRAINS WITH A
HYDROSTATIC RELIEF VALVE, AND ATMOSPHERIC VENT SYSTEM OR ANTI ENTRAPMENT DRAIN.
11. PLACEMENT OF THE FILTRATION AND PUMPING EQUIPMENT SHALL COMPLY
WITH ALL LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS.
SKIMMER
-ANTI-VORTEX LID
--Sa 1048R -KIT
-MAIN DRAIN PCO
ALTERNATE A
PUMP /-FILTER
TO REPJ
APPROVED SWIMMING POOL. SPA AND WADING POOL
ENTRAP.MDIT PROTECTION FOR SUCTION INLETS
COMPLIANT Y4TH 424.2.6.6 OF THE FLORIDA BUILDING CODE
1. MAIN DRAINS TO CC INSTALLED Mflrl A HAYNARD MAIN DRAIN ACQE55CRY KIT
'ACOEL NUMBER SP1048RKIT. PER MANUFACTURES SPECIFICATIONS.
2. THE HAY'NARO MAIN CRNN ACCESSORY KIT HAS BEEN TESTED IN ACCORDANCE
WITH ASTM/ANSI STANDARD A112.19.BM.
J. A. !AIN, CF T'AO SUCiIrN INLETS SHALL 6E PROVICEO FOR EACH PUMP, SEPARATEC
BY A MIN. OF THREE r ET OR LOCATED CN T'NO DIFFERENT PLINFS.
4. SUCTION ONE SIZE WILL VARY SEE CHART UgLp',Y.
THE HAY'NARD 'RAIN CRAIN KIT IS DESIGNED TO SEAL
MAIN CRAIN IF THE COVER IS REMOVED
_ / PREVENTING ENTRAP SCENT.
SKIMMER
3' MIN/ NO MAX,
AN TIAN TI -VCR At
)'.. UTI -VORTEX UO
18' MIN. `
SP 1048R-KIf--=TEE TO BE CENTERED '? 1p4dR-KIT
--7 BET,NEEN DRAINS -`
r
PUMP /-FILTER
1 TO REr)RN
ALE,
Sr 11��
1��OL
MAIN DRAIN PGD-- -MAIN CRAIN PCD RJ(J 1j r I (//
ED
ALTERNATE 8
ANTI ENTRAPMENT DRAIN
N.T.S.
12. ALL BUILDING, GAS, MECHANICAL, PLUMBING AND ENERGY TO CONFORM TO FLOW THRU SCHEDULE 40 PVC PIPE
FBC 101.4 THRU 101.4.12, 2001. ELECTRICAL TO CONFORM TO NEC 1999. VELOCITY = FEET PER SECOND
13. THE SOIL BEHIND THE POOL WALL IS AN INTEGRAL PART OF THE STRUCTURE
AND MUST NOT BE REMOVED WHEN THE POOL IS FULL OF WATER. PIPE SIZE :E
7FPS BFPS 9FPS tOFPS
14. SWIM -OUTS AMD/OR LADDERS WILL BE REQUIRED IN RESIDENTIAL POOLS 1 15 GPM 18 GPM 21 GPM 23 GPM ,26 GP?d
AND WHERE DEPTH EXCEEDS 5 FEET OR MORE. 1.5" 1 37 QEM__A-L_UPa 90 GPM 50 GPM 62 rPM
15. ALL GLASS LOCATED WITHIN S FEET OF THE POOLS EDGE SHALL BE CONSIDERED rpi L rFMt117 P 1 rP1,11a GPM
A HAZARDOUS LOCATION. GLASS SHALL BE GLAZED OR PASS CPSC 16 -CFR, 6 GPM159 UEM (,PM QPLY
PART 1201 OR COMPARATIVE TESTING,
16. TEMPERATURE AND TIME CONTROL DEVISES SHALL COMPLY WITH E,C. GL21.ABC.2.3,
17. PRESSURE AND LEAKAGE TESTS WILL BE REQUIRED BEFORE INSPECTION,
18. ALL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH
ANS/NSPI-4 1992 AND NSPI-5.
19, AT CONTRACTORS OPTION EITHER DUAL DRAIN VENT SYSTEM OR
ANTI ENTRAPMENT DRAIN CAN BE USED TO COMPLY WITH FBC 424.2,6,6,
19 REDAR CONTINUOUS
1ROUND PC
UL
UUITIDNAL tt3 REBAR
EQUIRED AT SKIMMER
PENING
D
K
TYPE 1
COPING --\
MIN. 2'
COVER OVER
ALL BARS-
6'
ARS-
6' TILE-
-
2 43 BEAM BARS
CONTINUOUS
2' FROM TDP OF BEAM.
3/4' TO 2' HORIZ. & 2'
VERT. CONTRASTING
COLOR TILE. SLIP -RESISTANT.
!" MIN, MIN. TREAD LENGTH = 24'
TYP I I
10" MITI,
T'iP.
71':: MAX. VACUUM 'WITH ONE SUMP PUMP PL'UGGE'D
��'"�•����INSTALL
AND A BODY TRAPPED ON THE OTHER
HILL NOT EXCEED 4.3 INCHES OF MERCURY IN 3 SEC.
(SEE k':N GRAIN PIPE SIZE CHART)'
SE'�Pn,�iNOLE/ COU NrTPROr
EQUIVALENT LENGTH OF
G/CAMINER
VEIiT COVERECT
MCCEL $P-1019 (R EQUAL) 10 PREVENT
9'I
STRAIGHT PIPE FOR
-L
QUAL MAIN CRAIN ATMOSPHERIC VENT ARRANGEMENT
VARIOUS PVC FIrnNCS
45' ANGLE
LABEL VENT. ' POOL SAFETY DEVISE - 00 NOT MANGLE'
5' MIN. SHELL
PIPE SIZE 1 1/2 ' 2'
BEAM
SO' EI 2.4" 3.1'
45' ELBOW 1.3' I.Y
PIPE SIZE
I�
MANE AS
2 .MAIN GRAINS
1 3' MIN/ NO MAX.
MAIN DRAIN
-I a' MIN.
TEE TO DE CENTERED
BETWEEN DRAINS --
MAX. CISTANCE 10
VENT TEE CONNECTION
-DECKING
��'"�•����INSTALL
MIN. 12' ABOV£ GRACE
(SEE k':N GRAIN PIPE SIZE CHART)'
SE'�Pn,�iNOLE/ COU NrTPROr
MAit: CRAIN SUCTION PIPING
G/CAMINER
VEIiT COVERECT
MCCEL $P-1019 (R EQUAL) 10 PREVENT
9'I
APPROVED SWIMMING POOL AND WADING POOL
-L
QUAL MAIN CRAIN ATMOSPHERIC VENT ARRANGEMENT
CCMPUANT WIM 424,2.6,6 Or THE FLORIDA BUILDING CODE
45' ANGLE
LABEL VENT. ' POOL SAFETY DEVISE - 00 NOT MANGLE'
5' MIN. SHELL
I �
BEAM
�__l
COPING WALL
SECTION
BOTTOM STEP RISER MAY BE
UP TO 2' LESS THAN UNIFORM
RISER HEIGHT.
STAIR DETAIL
N.T.S.
N.T.S.
a3e
-I 1-1-I 4
-III -III -III=
',�IIIIII�IIIiillll=ll � �
FOOTING 2500 PSICONCRETE
WITH I 1j5 OR 2 T3 OARS CONT.
MLN 2-1/2' CFF GRCUND
RIBDON FOOTINCi O
/__T`
ia BAR CONTINUOS
A OGUBLE -90' PVC TET-ARRANGEMENTj1, [ (' 1 l 7(j lJ3
l 1
��'"�•����INSTALL
MIN. 12' ABOV£ GRACE
SE'�Pn,�iNOLE/ COU NrTPROr
EOPEN END OF ',tNT WITH A
G/CAMINER
VEIiT COVERECT
MCCEL $P-1019 (R EQUAL) 10 PREVENT
(PLANS
PUMP
ULQCKAGE BY DEBRIS, INSECT INFESTATION OR
MICROBIOLOGICAL CONTAMINATION, A LABEL `;HALL BE
�FILIER
PLACED TO PREVENT TAMPERING,
LABEL VENT. ' POOL SAFETY DEVISE - 00 NOT MANGLE'
TO RETUftr
I �
�-'SUCTION ONE SIZE :: 1 1/2' TEE
• 1 1/2' VENT PIP!NG
MAX. UNDERWATER LENGTH
OF VENT PIPING 30 FEET
MIN, OF 16 FEET
PVC VELOCITY LESS THAN 6 FT/SED.
DUAL DRAIN AND VENT PIPING
NT5
L RETURN
LENGTH OF SWIM -OUT = 4'
DARK, CONTRASTING BAND
2' HCRIZ.& VERT,
SLIP -RESISTANT
IIi'III .III
BAR CONTINUOS
SWIM -OUT DETAIL
N.T.S.
A
B C D
N.T.S. _i-YPE 2 - POOL SECTION
Ius. MODERATE SLOPE FORTING /1 N.T.S.
ALL METHODS AND MATERIALS SHALL COMPLY WITH THE FLORIDA 113UILDING CODE (2001)
r MAIN DRAINS TO COMPLY WITH ANSI/ASME l
A 112.19.BM AS MANUFACTURED BY
HAY'WARD POOL PRODUCTS, INC. OR EQUAL.
ALLOWABLE FLOW RATES SHALL BE AS FOLLOWS:
MODEL MAX. FLOW RATE (CFM) MIN. PIPE SIZE
SP1048-E 1- 108 3
SID - T- 75 _
SP 104dRKIT -I- 92---
A REDUCER SHALL BE USED WHEN NEEDED TQ CONNECT CRAIN TO SUCTION LINE.
DANDY PUMPS
T.D.N. ROW RATE MHP ROW RAIE MHPU
tt rand psi J 4hp the I,Snp 2hI, J 4hp Ihp 1,5hp Zhp 2. 5o"
GPM CPM GPM GPM GPM GPM GPM rpm GPM
80 .35
70 30 35 60 SS 60
60 26 •' 37 65 85 •• •• 37 65 85
50 22 35 55 B0 105 1 0 35 55 B0 105
40 T17 52 67 95 120 40 52 67 95 120
J0 IS 65 76 1D5 135 55 85 76 105 1J5
775 85 111 142 65 75 135 111 14
TRANSFORMER (MOUNT
8'ABOVE POLL HIGH
POINT)
V CONC. DECK /
M
IGHT NICHE
'ITH GRGU'NDING
ER N.E.C.
CONCRETE TILE BA
6' TILE
PLASTER FINISH
4-•2 43 BEAM BARS
CONTINUOUS
2' FROM TOP OF BEAM.
UNDERWATER LIGHT
WITH LOW WATER
CUT-OFF
43 REBAR 12'U.C.E. W.
(FOR 'WATER DEPTHS
UP TO 6'-0')
43 REBAR 6' U.C.E.W.
(FOR DEPTHS OVER
6'-0')
�- 3,000 PSI GUNITE 2 26 DAYS
WATER CURE FOR 7 DAYS.
MIN. OF 2' OF CONCRETE COVER UVER ALL REBARS
OR AS REQUIRED BY CODE, WHICHEVER IS GREATER.
STANDARD
WALL SECTION
TIN T, IRAN, P.E. #55359
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JANUARY2002
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