HomeMy WebLinkAbout104 Woodfield Ct 04-1732 Pool and DeckFAr 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, 'f ) 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 Cale. Required)
Plumbing/ New Commercial: # of Fixturc5 _ # of Water & Sewer Lincs # of Gras Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commemial
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 '- -) M�r.+ thoh a )Cl.t
C. I 'E-rrM t)'dl "�
i' �L-• �-, � � � �
State License NuAnbcr:
Phone & F&,c &S ODli
1 91 OCR F Gt k -3S.-)" 0 41 '
S 1 D D- Contact Person; Pct'+k
Phone:
Bonding
Address;
Mortgage - - -
Address: _
ArchiteetfEngineer: - _ nPP 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 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. ftlCiiARD MA4ANOWS
Gs� - Commission # DOOq 5411,
Enpirles 4lt3/2m
Bonded through If
toolo Florida Notary Assn., ft
m..rd+u�wamaewoa ---. _
Utilities:
(Initial & Date)
F D;
(Initial & Date)
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o yPRICHARO MALANOWSKt
Commission # D00092W
�r E)Vres 4/6r2006
•pi�rifyta Bonded through
t 114ai umm9s F1 q Ida Notary Assn., Inc. Q
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GENERAL SPECIFICATIONS
POOL
SA
MAX. LENGTH
31
MAX. WIDTH
SQ. FT.
,PERIMETER
DEPTH
to
RAISED BOND BM.
G")
VOLUME
GAL.
FILTER RATE
GPM
TURNOVER
HRS.
EXCAVATIO�
Access Ft
Crawler ri ')
DECKING
Sq. Ft.
Finish
Bob Cat
Color
Mini Cat
Expansion joints_!
Hand Dig
Footings
Remove Dirt
Remove Tree
Mastic
Drains
Remove Fenc®
Remove Conc, TK
Cant. Formin
Install Jig
Deep End Dlq r
Special
Grading —A
Light Niche
EOUIPMENt," 4"
Special
Filter Type
FlIterSize—
STEEL
Surcharge �A
Hester
Pump H. P.
Transition BaW,
�1
Pump H, P.
Swimout
slower
Special
Jets
Auto Cleaner
GUNITE
Expansive Soil
Chlorinator
Separatl,an Tank
Special Steps or Led 0.
Solar Panels
GunitelnOec.
Gunite Clean Ups
Type
Booster UTh rm,
Rope Ring
Surcharge
Auto
Special f"i
PLUMbING
Filter Run Ft..,3.
PLASTER
Color —
Return Lines
Backwash Line
Light
P-Trap
Hope Rings
Gas Lin® Pool
TILE I
Gas Line Patio
Type
T-On Goo Line:,., Valve----
Spa Dam Curvodj�"'� .1"4'
Check Valve_,.
Tile on,T t 1
MaqtIc
Hydro Rol 40 fC
-valve ___.—Copper
COPING,,-
Type , I t
Valve
Spa Drain _SK
PVC
ELECTRICAL . ......
Run
Fountain
�'.Q_Solar Stub Out
__--Ft._ _,___Vold
Panel
Misc. - I.- )VT
_3(' ('t U, 1_j
Auto
Air Switch
!� ' ? "'I
MASONRY
J. Box
Blk. Fence
"I 1
Red Brass Ft. 9
Retaining Wall —
Wood Fence
Time Clock
Fire Pit
Light
?
RUB Facing
Special
Special A.j
AL
U-T
SALESMAN
DATE OF
CONTRACT
JOB NO,
MAPBOOK NO.
LOT NO,
TRACT NO.
Pro"rod Espe;Ial ' ly For.
Street
city
Phone
Signature
Date
SPEC SHEET AVAILABLE FROM POOL PLANS INC., GARDEN GROVE, CA.
n r: S
L FUR RESIDENTIAL POOLS UP TO `WATER DEPTH OF 8'-0'. 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 TO PROVIDE CODE COVER
OVER REINFOPCING. FOR OVER 8'-O', 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 HYDROSTATIC UPLIFT FORCES ARE TOTALLY REMOVED,
3. REU ,'-'ORCING BARS SHALL BE D-FORI4 STEEL BARS AND CONFORM TO
ASTM-A15-5B 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 1CPERR PRESSURE PIPES SHALL BE 10 FEET R SECOND,
B. FLOOR THICKNESS SHALL BE MINIMUM OF 6' 'WITH CODE REQUIRED
COVER OF REINFORCING. FLOOR REINFORCING SHALL BE 43 BARS @ 12' E.W.
9. WHEN THE DISTANCE FROM THE FOOTER TO THE POOL IS CLOSCP. THAN 1 FOOT
MORE THAN THE DEPTH OF 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 EQUIPI.IENT SHALL COMPLY
WITH ALL LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS.
12. ALL BUILDING, GAS, MECHANICAL, PLUMBING AND ENERGY TO CONFORM TO
FBC 101.4 THRU 101.4.12, 2001. ELECTRICAL TO CONFORM TO NEC 1999,
13. THE SOIL BEHIND THE POOL WALL IS AN INTEGRAL PART OF THE STRUCTURE
ARID MUST NOT BE REMOVED WHEN THE POOL IS FULL OF WATER.
14. SWIM -OUTS AND/OR LADDERS WILL BE REQUIRED IN RESIDENTIAL POOLS
AND WHERE DEPTH EXCEEDS 5 FEET OR MORE.
15, ALL GLASS LOCATED WITHIN S FEET OF THE POOLS EDGE SHALL BE CONSIDERED
A HAZARDOUS LOCATION GLASS SHALL BE GLAZED OR PASS CPSC 16-CFR,
SKIMMER
-ANTI-VORTEX LID
—•Sa 1048R-KIT
-MAIN ORVN POO
ALTERNATE A
PUMP /-FILTER
TO REPJ
APPROVED SWIMMING POOL. SPA AND WADING POOL
ENTRAPMENT PROTECTION FOR SUCTION INLETS
COMPLIANT Y4TH 424.2.6.6 OF THE FLORIDA BUILDING CODE
1. MAIN DRAINS TO 8E INSTALLED Mflrl A HAYNARD MAIN DRAIN ACQE55CRY KIT
'ACOEL NUMBER SP1048RKIT. PER MANUFACTURES SPECIFICATIONS.
2. THE HAY'NARD MAIN CRNN ACCESSORY KIT HAS BEEN TESTED IN ACCORDANCE
WITH ASTM/ANSI STANDARD A112.19.8M.
J. A. MIN. CF T'AO SUCTION INLETS SHALL 6E PROVICEO FOR EACH PUMP, SE?ARATEC
BY A MIN. OF THREE r ET OR LOCATED CN T'NO DIFFERENT PLANES.
4. SUCTION LINE SIZE WILL VARY SEE CHART BgLp',Y.
THE HAY'NARD 'RAIN CRAIN KIT IS OESIGNEO TO SEAL
RAIN DRAIN IF THE COVER IS REMOVED
_ / PREVENTING ENTRAPMENT.
SKIMMER
3' MIN/ NO MAX,
AN TIAN TI-VCR At
).. JTI-VORTEX UO
18' MIN. `
SP 1048R-KIT--=TEE TO BE CENTERED '? 1p4dR-KIT
--7 BET,NEEN DRAINS -`
r
PUMP /-FILTER
1 TO RI �
ALE,
Sr 11�J1��OL
MAIN DRAIN POD-- -MAIN CRAIN PCD RJ(J 1j r I (//
ED
ALTERNATE 8
ANTI ENTRAPMENT DRAIN
N.T.S.
FLOW THRU SCHEDULE 40 PVC PIPE
,inn ry - rwI; r ❑I:a grrnmr)
PIPE SIZE
6FPS
7FPS
BFPS
9FPS
IOFPS
I"
1 15 GPM
18 GPM
21 GPM
23 GPM
26 GP}d
1"37
QPM__1L_UPa
90 GPM
50 GPM
62 ('PM
(i�1i
7 11
r
CP61
I. T'FM
117P
(
QPM
159 GP
I t UEM
203 GPM
221 QP
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,
IQ. 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 COPING _\
MIN 2'
ANTI ENTRAPMENT DRAIN CAN BE USED TO COMPLY WITH FBC 424,2,6,6E COVER OVER
ALL BARS -
SURFACE SKIMMER 6' TILES'
7
�
43 REBAR CONTINUOUS - AROUND POOL 2 43 BEAM BARS
CONTINUOUS
2' FROM TOP OF BEAM.
I-1 F�j
I-
I
2
�-AUUITIONAL tt3 REBAR
REQUIRED AT SKIMMER
OPENING
5" MIN.
43212' E,W.
3/4' TO 2' HORIZ. & 2'
VERT. CONTRASTING
CULOR TILE. SLIP -RESISTANT.
!" MIN, MIN. TREAD LENGTH = 24'
TYP I
' MAIN. T'iP.
71':: MAX. VACUUM 'Win' ONE SUMP PUMP PLUGGED
AND A BODY TRAPPED ON THE OTHER
HILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SEC.
EQUIVALENT LENGTH OF
STRAIGHT PIPE FOR
VARIOUS PVC Fi—NGS
PIPE SIZE I 1/2 ' 2'
9o' ECOOW 2.4" 3.1'
45' ELBOW 1.3, I.Y
2 MAIN ORAINS
3' MIN/ NO MAX.
18' MIN.
TEE TO BE CENTERED
' UETWEEN GRAINS -
MAX. CISTANCE TO
VENT TEE CONNECTION 12' /-
-DECKING
(SEE k':N GRAIN PIPE SIZE CHART)'
MAit: CRAIN SUCTION PIPING
9'I APPROVEDS'AIMMING POOL AND WADING POOL
-L DUAL MAIN CRAIN ATMOSPHERIC VENT ARRANGEMENT
COMPLIANT WITH 424,2.6.6 Or THE FLORIDA BUILUING CODE
45' ANGLE
5' MIN. SHELL
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.
PIPE S1ZE
SAME AS
MAIN CRAIN
•SUCRGN LINE SIZE :: 1 1/2' TEE
• 1 1/2- VENT PIP!NG
MAX. UNDERWATER LENGTH
OF VENT PIPING 30 FEET
MIN, OF 16 FEET
A OGUBLE -90' PVC TEE-ARRANGEMENTj1, [ (' 1 l / U11 J1
1
��'"�•����INSTALL
MIN. I2_ ABOVE GRACE
SE'�Pn,�iNOLE/ NT`f
ECT EMCCEL
PROVE34T
�COU
G/CAMINER
COVER SP-1019 (OR EQUAL) 10 PREVENO
PLANS
PUMP
ULOCKAGE BY DEBRIS, INSECT INFESTATION OR
MICROBIOLOGICAL CONTAMINATION, A LABEL `;HALL BE
�FILIER
PLACED TO PREVENT TAMPERING,
LABEL VENT: ' POOL SAFETY OEV1SE - 00 NOT HANDLE'
TO RETUftr
I �
\_PVC VELOCITY LESS THAN 6 FT/SEC.
DUAL DRAIN AND VENT PIPING
NTS
L. RETURN
LENGTH OF SWIM -OUT = 4'
DARK, CONTRASTING BAND
2' HCRIZ. & VERT,
SLIP -RESISTANT
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)
K
TYPE 1
aBe
—I 1-1—I 4
—III—III—III=
',�IIIIII�IIIiillll=ll � �
FOOTING 2500 PSI CONCRETE
WITH I 1j5 OR 2 1
3 BARS CONT.
MIN 2-1/2' OFF GRCUND
RIBDON FOOTINCi 0
113 BAR CONTINUOS
IIi'III .III
BAR CONTINUOS
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 (GPM) MIN. PIPE SIZE
SP 1048-E 108 3
lu,la-Er- 75 _
SP I048RKIT —I- 92 2___
A REDUCER SHALL BE USED WHEN NEEDED TO CONNECT CRAIN TO SUCTION LINE.
T.D.N.
ROW RATE MHP
FLOW RATE MHPU
rt rand
psi
J 4hp
GPM
the
GPM
I,Snp
GPM
2hp
GPM
J 4hp
GPM
lhp
GPM
1,5hp
GPM
Zhp
rpm
2.50p
GPM
80
.35
7.
70
30
35
60
SS
60
60
26
37
65
85
S7
65
85
50
22
35
55
80
105V�l
35
55
BO
105
40
17
52
67
95
120
52
67
95
120
J0
13
65
76
105
135
65
76
105
1J5
'75
85
III
14.
75
135
111
14
TRANSFORMER (MOUNT
8' ABOVE POOL HIGH
POINT)
V CONC. DECK /
M
IGHT NICHE
'ITH GRUUN➢ING
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')
V3 REBAR 6' U.C.E.W.
(FOR DEPTHS OVER
6'-0')
�- 3,000 PSI GUNITE 2 26 DAYS
WATER CURE FOR 7 -SAYS.
MIN. OF 2' OF CONCRETE COVER UVER ALL REBARS
OR AS REQUIRED BY CODE, WHICHEVER IS GREATER.
STANDARD
WALL SECTION
TIN T, TRAN, P.E. #55359
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JANUARY2002
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