HomeMy WebLinkAbout127 Calabria Springs Cove (3)i
CITY OF CANFORD PERMIT APPLICATION
y
Permit # . 05 - / (a '15-1
Job Address: Z0?7 152404
Description of Work: gap,
Historic District: Zoning:
Date:
Value of Work:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of ,AMPS Addition/Alteration V/ 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: Od
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: /
J
Owners Name & Address:
27 L,o A,eia
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender: _
Address:
Architect/Engineer:
Attach Proof of Ownership & Legal Description)
Address:
Application is hereby made to obtain a permit to do the work-ind ins M as i flit t
issuance of a permit and that all work will be performed tq meet stan a of 1 s r g aI
permit must be secured for ELECTRICAL WORK, PLUMBING, SI NO S, AIR
CONDITIONERS, etc. License
Phone:
Fax:
i
that
no work -or installation has commenced prior to the struction'
in this jurisdiction. I understand that a separate ACES,
BOILERS, HEATERS, TANKS, and 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 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. Acceptan
rmit * v ' I a " t at I wi notify the owner of the property of the requir nts of F rida ien Law, FS 713. eZie
lzas) Signatur
er Agent Date gnat e Contract / ent / Date ter. '%
I
1:X! 1 1Z3 /6f i
ature of Notary -Stated '°0"'•'•TMO'•' N ••• Signature of Notary -State of F rida:...•°°„°•aDit:•••°••°••°••••°•°s..
Vpro1rPASrwTHOMASM. MULLEN Y,• Commission # DD0187849 :' N'_ Commission !! DD0167649 EXpires11/25/2008 ', •`` ry.'
ovn Bonded through a
Expires 11/25/2006 g
323t WkRHNotary Assn., Inc. Con or/Agent is /Pesr j 9VIe or Bonded through Owner/A ent is Pit t„ g ••'••••••• ..: roduced
ID :(ti00.432.42C-4) Florida ProducedID (j' ••••••••••••••••••• - •••• ,L••
Rotary Assn: Inc. APPLICATION
APPROVED BY: Bldg: Z Z O Zoning: Initial &
Date) (Initial & Date) Special
Conditions: Utilities:
FD: Initial &
Date) (Initial & Date)
POWER OF ATTORNEY
Date:
l hereby name and appoint
in fact to act for rise and apply to the
Building Department for a
for work to be performed at a location described as:
Section Township Range _
Subdivision alx-
o2-7 <fv-o4.44e1W V67
to be my lawful attorney
k permit
Lot 0;?
Z
Block
Address of Job)
Owner of Property and Address)
and to sign my name and do all things necessary to this appointment.
The foregoing instrument was ackaowledgsd before me this /. day of 20 e9—`'
by
who is personally known to melwho produced
as identification and who did not take oath.
State of Florida
County of s -
rya°'yh THOMAS M. MULLEN !
Com nl$Slon # 000167849Seake '- a E-Pires 1 immoog
Notary:.,, ilbjlC; C, Florida I (8Z32.42§Q Bonded through
8 FIo Ulctsoy A§sra:, Inc.....;
C.1wII IN,111d61.e91kpacelPecaaearlPlensL`ooxdiaaQonlMtaaterFatmS\Pa'sverof'Attbrnay:dacPageloft
12l28P94
Y 9
Permit #
Residentia] Swimming Pool
Spa and Hot Tub Safety Acl
l (Weacknowledge that a new swimming pool, spa or hot tub will be constructed or installed
at °Z%Pd l il/ , and hereby affirm that one of the following
Please Pru1t saeee Address)
methods will be used to meet the requirements of Chapter 515, Florida Statutes.
lease initial the method(s) to be used for vour
W' ,
o'_ 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
W' above the floor or deck;
I understand that not having one of .the above installed at the time of final
the pool is completed for contract purposes, will constitute a violation
and will be considered as committing a misdemeanor of the second d
fines up to $500 and/or up to 60 days in jail as eAtabl isbe_din. Chapter 775, F.S.
CO TOR'S S ATURE R DATE
F0 (r"`'' J-. Ni
CONTRACTOR'S NAME (PLEASE PRINT)
inspection, or when
of Chapter 515, F.S.
egree, punishable by
OWN WS NAME (PLEASE PRINT)
I
3
LINE
L I
L 2
Herx & Associates Inc.
Land Surveying
455 Douglas Avenue Suite 1455, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
BEARING
N 89°54'57"W
S 89°40'49"E
Map of Survey
DISTANCE
60.00'
60.00'
LOT 25
Rdr
ffy
WF''' S, "
Vo
765.37
PR I VATE
0.
FD 5' 0/S
Okn
O
A n 0n —
zn
n G) tD
m rn 10.
n,
n i N
rn in
rn
In
C.N
v
rn
KAYWOOD REPLAT
PLAT BOOK 30
L
AGES 27 A 28 6' PVC FENCE
rO.4'
10.
4
B" G ADING
9.222 30. FT.
M
8. 7 o, LANAI !N I I .3
15.3'
0.7'
MODEL FP-64 a
ELEV. -A A C' °'
W/ DLX. MSTR. STE.
TWO STORY RESIDENCE
FIN. FL. ELEV.:64.5
a
0
19.7
SET 5' 0/5
Z Ln o
L
T —
C) O A ~ o n r
0.0 to to rn
nio rnrn
b. m
CO
sn
m -n z --I
z I I LOT 23
M
ulN
4.0
0 1.4' 1.5'
N C/ 0
189.09
CALABRIA SPRINGS COVE N 89°4 954.46
P. C. P.
50 R/W) TRACT F
REFERRENCEDENCEDBEARING ROAD &
LI ,I L I TY EASEMENT CITY
OF SANFORD ADDRESS:
127 CALABRIA SPRINGS COVE LEGAL
DESCRIPTION.' Lot 24. " CALABRIA COVE according
to the plat thereof as recorded in Plat Book 60. at
pages 8 - 1 0 of the Public Records of Seminole County. Florida. FLOOD
HAZARD DATA: The Parcel shown hereon les within Flood Zone "X *. according
to the Flood Insurance Rate Map Community Panel Number 120289
0040E.Dated 04/17/95. General
Notes: / 1.
This is a BOUNDARY Survey performed in the field on L 0 2.
No aerial, surface or subsurface utility installations, underground improvements or subsurface/
aerial encroachments, if any, were located. 3.
Building ties shown are to the exterior unfinished foundation surface or formboard. 4.
Elevations shown hereon, if any, are assumed and were obtained from approved Construction
plans provided by the Client unless otherwise noted, and are shown only
to depict the proposed or actual difference in elevation relative to the assumed temporary
Benchmark shown hereon. 5.
The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -
of -way of record whether depicted or not on this document. No search of the Public
Records has been made by this office. 6.
The legal description shown hereon is as furnished by client. 7.
Platted and measured distances -ano diraytions are the same unless otherwise noted. Denotes
W iron red will, yellow plastic cap rra:ked LB4937 or LS3182, or M"
iron rod with red plastic cap -marked 'Witnass Corner" unless otherwise noted. O
Denotes P.C.P. (Permanent cuntrol point) Denotes
Permanent Reference bbnument Certification:
Not valid without the signature and the original raised seal of
a Florida licensed Surveyor and M aF-_ ;hieey
meets the requireme o/ he Florida mimum Technical Slandards
s contained in C apt 1 ,17-6 Ftori Administrative Code. rV14
1 n SETBACKS:
Front
25' Rear 45' Side
7.5 ' Corner 25' Note:
Bearinqqs shown hereon are referenced to the CIL of
CALABRfA SPRINGS COVE as being N 89' 40' 49"W. Vertical
datum is based on NGVD per Engineering construction
plans by Burkett Engineering. hc. Project
No. 9709-3 I. Legend
Temporary
Benchmark O/
S O.
R.B. Offset
Official
Records Book assumeddatum)
PB Plat Book BOW
Back of sidewalk PC Point of Curvature C/
L Centerline PCC. Point of Compound Curvature d
Central or (Delta) Angle P. C.P. Permanent Control Point CALC
Calculated PG. Page CB
Chord Bearing P.R.M. Permanent Reference Monument CD
Chord p/L Property Line C.
M. Concrete Monument P.O.B. Point of Beginning EL.
or ELEV Elevation (Proposed) P.O.C. Point of Commencement FINAL
EL. Elevation (Measured) P.I. Point of Intersection FD.
Found PRC. Point of Reverse Curvature Fin.
Fl. Elev. Finished Floor Elevation PT. Point of Tangency I.
P. Iron Pipe R Radius I.
R. Iron Rod RAD Radial Line L
Arc Length RES. Residence LB
Licensed Business RIW Right -of -Way LS.
Land Surveyor TBM Temporary Benchmark Mee
Measured TYp, Typical N/
0(N&D) Nail and Disk Fence symbol (see drawing) N.
R. Not Radial X—X- Fence symbol (see drawing) CERTIFIED
TO. CHRISTOPHER
L. A MELANIE D. PALUMBO TECH
MORTGAGE HOMEBUILDERS
TITLE SERVICES. INC. I
William A. Herx, P.L.S. Florida Hegtstereo L a surveyortvo. ata' LAWYERS fit fit t: INSIIRdNCF CORPORATION Dares
L. Przemieniecki, P.S.M. Registered rveyorand hlapperNo. 6030 William
R. Herx, P.S.M. Registered Survey and Mapper No. 6092 QC D p 4 2002 Herx6AssociatesInc., State of Florida LB 4937 7 G Droen
by: CM Checked
by: DP Prepored
For: BEAZER Job
Number: 01-005-02 Scale :
1'- 30' Plot
plan performed: 04-03-02 Fence
Location: 05-02-02 Foundotion
Surrey: 06-14-02 Fino/
Surrey: 08-30-02 Re
r i, ions .
Pool Construction: ;
Weather permitting, start time is approximately two (2) weeks after permits =
Uareissued (municipalities vary in time required). Time from day of dig to
application of the interior finish is approximately eight (8) weeks. Further r
delays may arise due to weather, holidays or lack of material availability.
Allow as many as four (4) additional weeks for jobs specifying brick pavers, i Zs•
custom rock work and/or retention walls. N
i 3
40 ft. _
l
18" bench
ACRYLIC
12" COLOR BAND
12" o. +12"
g"
STEPS & POOL
a= +
O
3 6'Depth 30 ft. 7
INLAYS POOL, SPA E BENCH p7Qi
O 3'6„Depth A
NATURAL C
p E
S
Child safety fence S
ACRYLIER 3C NUMB — -II— ?
o
Deck-O-Drain SCALE:
1/8" =1' BY
R.J. HICKEY ROBERT
HICKEY-407-256-6867 TOM
MULLEN-321-303-2680 POOLGUYTOM@CFL.
d 4R. COM t,
6 a TEXTURE &
ACRYLIC
TO MATCH CHANGE
ORDERS; A $100 SURCHARGE
WILL CHARGED TO HOMEOWNER,
PLUS OR MINUS THE
NORMAL LIST PRICE OF THE ITEM(
S) CHANGED. ADDITIONAL CHARGES
COULD APPLY. 46A
HWY H.
E. THOMAS x
1-
4 EAST BUYERS
APPROVAL. PENDING
SURVEY LK.
MARY BLVD. Name:
SEE BELOW JOB # j Lot #
Entry
Code to subdivision Type
of Dig .. Access from where? misc. 4
GeriRem Stum # Pool
area sq. tt.11 Spa Area The Electricians Box Pool
Size 36 x %6 Spa perim Pool light % Heat pump X PerimeterSpa
Jets l
Spa light? y Remote `` Lengtf -
Y A14,ro Depth3'6" To 4 / Plexiglas J Spa
Light Type SAS _ Total
Gallons /3,, t Floor
Fountain ? %/ I Air Blower?y Other? Beach
Area No Heater type? ll//%u - // Raised
beam on pool Air
blower? Ali
Change Orders Create a $300.00 charge to the client for the requested change. 6" 37 12„ 3s The
change order will reflect the new change plus or minus the cost of the change. 48' —
Q-- Normal process for change orders could delay construction for two weeks. Filter
Type, Size AQUA RITE CARETAKER lsa0 #
Sheer Des nt(S) Total
all Pool
Pmp Size FT.
Feature
Pump IVO oolLight
Stub cleaner line? l Child Safety Fence LF Robot
Cie n # Sconces)( 4"0- pcmW # Therapy pool jet De6ki;
n a erJiu lF.IhbCantilever
Step Riser Paver Decking Interior Pool Finish w/
Tile LF v Paver Brick Sq. Ft. Interior Finish? /vfle-_ V6
Color Choice? /VArZtAf Coping
Other: ConcreteDeckinarAcrylic
Concrete Deck SF SSO 121,Acrylic Band Turn Dow Acrylic
Color? for Pool Per.LF ?7 Down
10" Do F Screen
Footer Acrylic Top LF 4 Acrylic
Existing patio SF 16 Or
Natural
Stone Down 16" n LF A114CopingLFBanding
Acrylic color? or Down ' Down LF Deco
O Drain LF li Paver Brick N
Planter
Sq. Ft AIIA Coping
LF Screen
Frame Color" Screen Roof T e? CarrierBeamLFypScreen
Height Screen
doors lite 3" Lam. Roof SF Single Pan roof SF Screen
Roof SF Fan Beam LF Screen
Length + Other Pool
Design by: TOM MULLEN ___._ _ Date Started
MESH" CONCR ivMOM. FIBER ETE DECK /SUP
COMPACTED r
low
RESISTANT TOPPING ON GFOUND JUNCTION BOX
LENGTffi W/ ALL ORGANIC MATERIAL REMOVED (OPTIONAL) I I (BY OTHERS)
WATER t3NE U P
I 1. FOR POOL PLAN, SM DECK SPECIAL DETAILS SEE CONTRACTOR'S POOL PLAN.
p(jj410"M,. 1 # 3 BAR CONT. W/ 5 " ( 2. POOL WALLS SBtl4l.L S " THICK AND FLOORS stuaLl eE 8 THNCK AAiO SHALL BE'
5 w '-
STEM WALL— W/ 8 " X 8 " BOND 8 w II
OUTER EDGE OF PNEUMATICALLY CONCRETE WITH A COMPRESSIVE STRENGTH OF aim
PSI N 28 DAYS. CONCRETE DECK SHALL BE 2,Sw Pa CONCRETE CONSTRUCTION
8 "TILE tic. BEAM USE 2 # 3 BARS CONT. MIN II DECK TO CONFORM VIRL. CONFORM TO ACI STANDARD 31L
I WTH LOCAL COS 3. ALL POOL CONSTRUXTION SHALL. COWLY WITH FLORIDA BUILDING CODE 201
I I AND ANSI HATMAL STANDARD-5 FOR RESIDENTIAL INGROUND SVAMMING POOLS
PERMANENTLY INSTALLEDMAXIMUMRISER =12" w An A NATIONAL STANDARD-3 FOR
RESIDENTIAL OPT" MNIMLwTREAD =10" (240 SHIN.)
TOTRAPISFORMERw
OF 18 MIN TO nmu"a To BE eo PVC BEARING NSF APPROVAL UNLESSSUCTIONINLETSSETINTOCENTER
STEEL GRID AT POOL DEEP POINT TOP OF LENS
CGTAMM
LESS TMAN
MARBMOclsTnw
rC
FER TO ATTACHED DRAW NG PLASTER
R DATA REGARDING DUAL FINISH
rTiGCxrrAu ,:C'TION INLET SYSTEM AND
µ„me®3eARsATa-ac. CUUM RELIEF SYSTEM
nwIF,1-Z BAMWAY
TM COpt11AC10111 L•110T RAGS ALL STRL N THS FOOL WA U AT W WO THAN 0
WCHU OX CMt=12 0001 CIMMM d T OS CW V.AL AIM L ALSO T16 POOL
SMRL WWML DUAL 0 CAST MM AT S 011C11 TIC. VIS STSLL MAT AND
O:8L WALL SMALL SS WMCD ALG S IM CUMAL ARM Ake TO A 1'Osi" MINIM
4 Of'4/. ITSO TM40 IM 11=29M === OWACM AS 11011120M OY TNd 1 ON I
1 MSTHM
TYPICAL WALL AND FLOOR
WITHIN ANGLE OF REPOSE
a- .#
g AM COPPER IMIRE —
o
PANELSERVICE '
JCT. 13OX
4/INN
8 " MIDI
BY OTHERS) s'00.
16NOTEa
miss. S. ALL REINFORCING STEEL TO CONFORM TO ASTM 613 GRADE 4% REINFORCNG
SHALL BE S 3 BARS AT 12 " O.C. EACH WAY WW 1r LAP JOW ON WALLS AND
FLOORS UP TO W. OVER W USE.0 3 BARS AT 8" ON CENTER EACH WAY N THE AREA .
OVER 0'. •
0. ALL ICE:TALUC POOL FITTINGS WITHIN 5 FEET OF THE DOME WALL AND DECK
REDWORCIMG STEEL TO BE BONED To THE POOL REWORCING SIM WITH 0 8
U.L APPROVED 120 VACS POOL LIGHT AWM COPPER WIIlTlE. AU RNS COPPER WIRE TO BE MM INTERNAIXY AM
W/ GFI OR 12VP30OW POOL LIGHT VIA LOW EXTERNALLY WY H Taff PMC APPROVED PVC LIGHT COKDUTT FROM TM LIGHT
WATER CUT OFF IN U.L APPROVED GREY NICHE TO THE ANCTKON BOX COMPLETION OF POOL TO PANEL
GROUND BY ELECT
PLASTIC FORMING SHELL W1 NO-8 BOND PER N.E.0
7. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SANG, WISBCH SHALL BE
COMPACTED TO PROVWE A STRUCTUNNLY SAFE BEARD= CAPACITY. ANY
TEX FORM (OPTIONAL). towTABLE NATERIAL Do E=AVAT= SHALL BE REMOVED INITS
1' EffMtETY XM 1HE AREA STALL BE -BACNFLUED WTH ACCEPTABLE MATERIAL
AM PROPERLY COMPACTED. WHERE WWJITABLE MATERIAL CANNOT BE
3 BARS 12- O.C. WAY Rom. THE POOL MIST BE REDESIGNED.
L THE CONTRACTOR MUST PROTECT E10S M STRUL It M FROM FAILURE BY
ACCEPTABLE tWFHM IF REOumm. THE DESIGN ACCEPTS NO
RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES.
L THE DESIGN ENG91EER ASSURIES NO RESPONSIBILITY FOR POOL CONS AICTION
ALL 5TRLIGTURAL. RLTRATICIN. AND M.BLTRICJIL CBTAILS OUTuN o. NOL 2" ! 0 EAESEMENTS OR REGAMIED SETBACK AREAS. POOL CONTRACTOR AINDIOR
IN Tmm CRAVINGS ALso RBATe TO SPA CONSTRUCTION. COVER OVER I OWE SHALL VERIFY LAYOUT AND ALL DZENISIONS SHOWN PRIOR TO
ALL BARS wCONSTRUCTML
s"TILE 10. COMMAC'TOR SMALL DETEIEZE LOCATION OF ALL UTILITIES IN RELATION TO
POOL ARM ITS AND ENSURE RUW= CLEARANCE IN ACCORDANCE
Sa VM LOCAL REGU+LAT10+'w18 AKD ORDMIANCES. !
its
183Ntr
BCONT.
0 8' r
11.
WARNNGI TO EIk1ATY THE POOL FOR ANY REAS K THE HYDROSTATIC UPLIFT yam,
PRESSURE !RUST BE B C'MTM TILE .OW= MIST COST A CONTRACTOR w
r x8' EXPERIENCED N ELINIDIAMBIG UFiEFT PRESMML 2=
LIEAM USE 283 w-
SPST TOGGLE
wmcm
W.
P. DISC 12
V. TRANS PL04P W
12 V. SYSTEM 1.
MAIN DRAIN LINE 2
MMMER LINE S
W%9TE LINE 4
RETLM LINEPREMM _ RUNE(
OPTIONAL) 12
V13W WW LOW 3 012 ALL ELECTRICAL MTER
CUT-OFF IN % " CONO SHALL CONFORM OR
120 VJLC. W GFI W/ ART. 680 N.E.C. PER
N.E.C. 2002 4
BARS
CONT. DECK
BRICK OVERPOUR (
1 ROW) AL7'
ERNATE BEAM FINISH DEVIL. i®
9
WT
VALM WnW= RAISED
SEA. 5K ..
A 2-
1 F
A.
HAIR S LINT PTRAINER B
RECIRCLE./1TOR FLOP M
D. !' IE CF an NATOR H
7t-mm 1 JAN
2 0 2005 725
HEMLOCK FL 32712 APOPKA,
FL 32712 TEL (
407) - " -1 RESIDENTIAL
VACUUM LUG
VWSAFETY VACUUM
R
FITTING
RESIDENTIAL SWIMMING POOL, SPA AND WADING POOLS
DUAL SUCTION INLET SYSTEM & VACUUM RELIEF SYSTEMS
IN ACCORDANCE VATH SECTION 424.2-6.6
OF FLORIDA BUILDING CODE
02 MAX tr ,.
AMTIIIORIEX
V@ ll '^"131
ANTIVOR EX
covet
r® SUCTIOMmam
MAN DRAW"
WA
SWIMIMING POOL -
waw r
SECTION - VE S r ®s — SUC m
VACUUM U I .8 (MAN oRAWM
OPTIONAL)
Ina SAFETY VACUUM
FITTING \ &USECTIONRNATE
a ANTWORTEX
A-76
COVER
ix
FEATUREMAXIrCr®
VErr
o SUCTM *&AT era ` r® SucTaN
MeLgTa (MAT'
otTnwl 000
DRAW% SPA SECTION . SWIMMING
POOL AI TE,_RNATEIr SECTION
VACUUM
UNE AlTFRaA ••. . OPrIONAy —
9W
SAFETY YACUUM FITTu
G SKROM AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC- ALERT.
Tu SVRS SYSTEM IS AN ALTERNATIVE VACUUM RELIEF Mwr
DEVICE, INSTEAD OF EITHER OF THE TWO SYSTEMS SHOWN. Muir
1K•
ANTIVORTEX cam
r
VE
M r ® _`
ATTACH PLACKARD VYNICH STATES oRA
THAT
VENT IS A 3WMMING POOL SAFETYDEVICEANDSHOULDNOTCOVER
MUST COMPLY VYRH ANSYASME
A112ALO M ) BE
TAMPERED ANTH• ALTTRNraTE
ld + ± - J03[ = MAY INCLUDIA
1 ON TM BOTTOM AND ONE ON THE VERTICAL
WAI.L.OR ONE EACN ON TYPO (2) VENT
COVER MAY BE GUTMI SEPARATEvERTICALvrALLsDH'
A811 SUCH AS HAYYVARD MODEL
SP-1a1! VENT
TO ATMOSPHERE SO 1TENT WYLL
NOT BE BLOCKED BY OEM,^ INSECT
INFESTATKWUM CONTAMINATION `-
r
6• MINIMUM TT
Mar
I r 0 SUCTIONAl
I INLET ,
J TO
VENr TIM CONNECTION-
r ALL
SUCTION ems-
TO PUMP PIPFiYO - r MA)
MA;M sUcTIoN PIPE VELOcITY SIX (
6) FP8 Oa w GPM 0
0
1ii- ®
VENT PCB 4
tr
MIL JSUCTION
Iwo
INLET
ALL
VENT sucGESTED 0
WATER—TLEVEL MARKco
PUMP vow
y VE
It CAP TO
PUMP GREATER THAN r 0 T"
CONNECTION VE
11 T
PUMP x UP TO r 0 PASS
THRU CONNECTION PLAN
VIEW VE
II CONNECTIONS VENTED
COVER SUCH AS SKIMMER
COVER W/ COLLAR VENT
AND EXTENSION SET CAP.
FLUSH DECK DECK-
TO
PUMP 6" 0 PVC SLEEVE EXTENDED
FROM COVER
COLLAR VENT
IN DECK CAP .
6'
MIN THREADED EXTENSION.
COUPLE r•
C/ic^/,c 'ri rr DECK TO
PUMP OFF
DECK. SEiCT1ON
V(EW INSTALLATION
OPTIONS ATIAOSPHMc
VENT PIPE LENOTH ORAVaNG TO SUPPLEMENT 0MINIMUM - IV MAXDMIM- 3r CONTRACTOR'S SPECIFICATION ORAVWW
ON FILE THE
MAXIMUM VACUUM VWTR ONE SUW
PLUG= AND TO RELEASE DUAL
SUCTION INLET SYSTEM A BODY ENTRAPMENT ON THE OTM SUMP
V4LL NOT EXCEEDED 4.5 ATMOSPHERIC
VENT SYSTEM INCHES OF MERCURY IN 3 SECONDS 1)
TOLERANCE
CEIs =
r JAN
2 0 2005 DEcic-
WATER
LEVEL
I+
r MIN.--i TYPICAL
POOL AND SPA INSTALLATION F
NFLOW FOR RESIDENTIAL POOL = 8 FPS N
FLOW FOR RESIDENTIAL SP = 6 FPS CTUK
PIPESIZE T
THESE REQUIREMENTS MAX "
L' TO MAIN DRAIN
PIPE
MAX PIPE SIZE
FLOW DIAM.)
8 FPS 8 FPS 1
w 4D' 19' 2'
54.25 2W
ST 31' 3'
W 40' r
118' 55' . 5'
158' 72' PIPE
LENGTH TO VE 0 $ "L" - ELBOW FRICTION LOSS EXAMPLE:
THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN I
TO
VEII IF USE 2' 0 PIPE W/ 2-90• ELBOWS AT 8 FPS IS 54' —12' - 42' V;
AqCQUMSUCTION ELIMINATOR ® VE II IS
REQUIRED FOR EACH PUMP PLUMBED TO A MAIN DRAIN R.
J. HICKEY POOLS & SPAS 725
HEMLOCK FL 32712 APOPKA,
FL 32712 TEL (
407) DRAWING,
NOT • •..
D BY- GHS
at ilk na flail al all 11 91® a[ II® I Joel
Permit Number
19 SLYParcelIdentificationNumber'
00D_)
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NOTICE OF COMMENCEMENT
State off
County of
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05614 PG ' 1478
CLERKS # 2005025541
RECORDED 02/14/2003 12132/36 RM
RECORDING FEES 10.00
RECORDED BY t holden
CERTIFIED COPY
MARYANNE MORSE; LE pK,e.
OF %riRCUIT ColiRT
F14 2005
The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance
with Chapter. 713, Florida Statutes, the following information is provided in this Notice of Commencement.
l Description of property (legal description of the property, and street address if available)
e,,& 6 o Jr- — /0
2. General descriptiof'of improvement(s)
3. Owner in rpation
Name Telephone Number
Address/ Ae,1,4 / 1p Fax Number
Interest in Property;
4. Fee Simple Tltle older (if other than the owner shown above)
Naive Telephone Number
Address
A114' Fax Number
5. Contractor % "e
Name Telephone Number 01--ia,S' ci4JF
Address $ 0 WIA41 Fax -Number
6. Surety (if any)
Name
MIA
Number
Address M/ A Fax. Number
Amount of bond S
7. Lender (if any)
Name Telephone Number
Address Fax Number
8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be .
served as provided by §713,13(1)(a)% Florida Statutes,
Name Telephone Number
Address Allis Fax Number'
9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice
as provided in §713.13(1)(b), Florida Statutes. Telephone NumberName
Address N(
ji;r'
mnb
10. Expiration date of notice of commencement (the ate is o year m the date of recording
unless a different date is specified):
Date >Igned Signauuc ui vwncr jjjj c; per 9 7 i 3, i3(i)(g), owner
must sign ...and no one else may be permitted to
sign in his or her stead."
Swgrp to and sybscribed before me this day of , 20y by who
is _,personally known to me OR as
identification. James, .........
0 ............. me .........
@p.m$ 1yptiTHOMASM. MULLEN rorm
Iteviae d, , Commission # OD0187849 _ Expires
11/2S2= 0
Bonded through i• (
800Z"1164) Florida Notary Assn., Inc. Signature
of Notary (notarial seal must appear below)