217 Porchester Dr - 08-000611 (2008) POOL WITH SPACITY OF SANFORD QERMIT APPLICATION
19 fqN / zApplio-Aion (e I Submittal Date: 1 101K 0
Job Address: 4l 1 POF_r_ 1 Z ( Value of Work: $ a 0013 . a O 006
Parcel ID: Zoning: Historic District:
Description of Work: 1 i
I
X 36
t hCAL W ISPh.C-0t.1 C a97 ijt{ oZ7 , X q7T Square Footage: 'T 5& x7T ,
Permit Type: Building # Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool k
r
Sign
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) R
Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines of Gas Lines
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential 19 Commercial Industrial
Plumbing Repair -Residential Commercial
Occupancy Use Group(s):
Construction Type: # of Stories; # of Dwelling Units: Flood Zone: (FEMA form required)
Property Owner: r10E _f.1 Ll EL. Contractor: l_f Kti DEtAnouS. A-t. c_
Address: 2s VC 11,CH ES_tRl-- QP _ Address: 9'% x uu Vq.
3 L a'TE SPajl-)Gsr z. 3)"4
Phone: ^ -09 3 E-mail: - Phone:tate License Number: 0
BFLL.Sac,tTt-{.— Bonding Company: t3 - NET. Mortgage Lender: N L-FN-
Address: Address:
Architec"ngineer: ,,
11! -
1 O Kam* 7EHE NW-0-M A . i'. E. Phone: O 7 -a 75 - to Q 9
Address: ' N . 7SFIAa LilD •etc •a 3. ae 1. 3a.$a'7 Fax: l.11r ' ;trl5^ Id 1S
Plan Review Contact Person-R." Da,) Phone: % fax: Wil - O E-mai1:ID COOLS lV
1Trt . QT
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, etc.
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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In dition 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, dac,,e
ay be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
p ce of perm i verification that I will notify the owner of the property of the repair ents of Flo ida Lien La FS 713.
k19IOg
Sign re of Owner/Agent Date Signature of Contractor Agent DateU — W
Print er/ Name t teas / e 's Name
21 1d7 i p 0
gieratuTe of Si re ofNo n a MARIA ALD AN 1MARIAALDERMANMYCOMMISSION # DO 401168 I
EXPIRES: March t, 2009MYCOMMISSION # DO 401168 ,.
p = EXPIRES: March 1 2005 QPI; Bonded Tbru Notary Public Underwriters
Bonded Thru Notary Public Underwriters
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
T7Froduced ID FL ilYC'S (rCPir C _ Produced ID
APPROVALS: ZONING: 4 GL`J! UTIL: FD: ENG: BLDG.
Special Conditions:
Rev 07.07
CITY OF SANFORD PERMIT APPLICATION
Applic$tion #: Submittal Date:
Job Address: dZ ( PO?_QJ 42CTJETZ D9_- Value of Work: $ o O • O"Q
Parcel ID: 3 u ^7 0 - S (q - 000 0- O b 5 O Zoning: Historic District:
Description of Work: Pa O L_ Square Footage:
0......
Permit Type: Building Electrical IX Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign
Electrical: New Service - # of AMPS 3 O Addition/Alteration Iq Change of Service Temporary Pole
Mechanical: Residential It Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # ofGas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential Commercial
Occupancy Type: Residential At Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
Property Owner: D • Mtiz Uti--- Contractor: ice. Ha Wt ELscTnis1
Address: C 1-4ESTER- Address: iD oZSn t~ DGE I IrfL- • STE• to to
Phone:407 24.094{3 E-mail:6meTtucr huUEL-_- Phone:q a9542 State License Number: E-13002333
Bonding Company: tJ l (-, SQuT1-t . N Mortgage Lender: t-AR
Address: .-_ Address:
O
Phone: Mbr7 _ jrp - (() 9 CiArchitect/E_ n inneer: O t l
Address: Zt LEA 3 Fax: Nqr7-r7S_ 1 O 1 S Plan
Review Contact Person: wF Phone: q01-21-6MFaxLt7 9S- aa E-mail: 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, etc. OWNER'
S AFFIDAVIT: I certify that all of the foregoing infomration is accurate and that all work will be done in compliance with all applicable taws 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. 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 thispermit, 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 permitis verification that I will notify the owner of theSignature
of Owner/Agent Date Print
Owner/Agent's Name Signature
of Notary -State of Florida Date Owner/
Agent is _, Personally Known to Me or Produced
ID APPROVALS:
ZONING: UTIL: Special
Conditions: Rev
07.07 property
of rlz(/ ts
of lorida Lien w, FS 713. 9
Or Signature
of Contracto ,gent Date I
A p Prin
C g Name - G
S'
of k0tato f ti,, MA910AINERMAN 5
tir MY COMMISSION # DD 401168 EXPIRES:
March 1, 2009 Bonded
ThruNotary Public Underwritersontra
er/1 gent is — Personally Known to Me or FD:
ENG: BLDG t
LIMITED P'OW,ER OF ATTORNEY
Date I 1 9 1 v it
I hereby name and appoint
of
to be my lawful attorney in fact to act for me and apply to
for an EICC,A/ Ca..-Q permit for work to be performed at a residence at a location described as:
34%-1q-3o 514-0CDC C)-0o5o Section
4 Township q Range 3 0 Lot 5- Block CkD Subdivision
I
TO (-ch P,-;4-eC i Street
Address City or County Zip Code m-
2f-"J`C& ILA d ;2- IPo rcheS4c,Dr. -\ .-2 4 RG 'o 7, Owner
of Property Address Telephone And
to sign my name and do all things necessary to this appointment. Ronald
R. Howe Printed
name of Active Certificate Holder R.
Howe Electric EC-
13002933 State
Registration or certificate Number Signature
of license holder Th
foregoing instrument was acknowledged before me this day of 2007
by Ron Howe who i sonall known tom who produced as
identification and who did not take oath. MARIA
ALDERMAN r
r. MY COMMISSION # DD 401168 a
EXPIRES: March 1, 2008 BE.
6ondod Thru NM rf publicUrl6erWOWS
City of ,Sanford, Florida
IMPERVIOUS SQUARE FOOTAGE ALLOWANCE
Please submit with buildingpermitapplication SITE
ADDRESS LOT#
SUBDIVISION G
1
TOTAL
LOT SIZE loo COVERAGE
ALLOWED So % OR 3 1 SQUARE FEET HOUSE
1ST FLOOR SLAB LANAI/
PORCH/ SUNROOM ETC. FRONT
ENTRANCE DRIVEWAY
SIDEWALK
j
MISC.
ACCESSORY STRUCTURE HOUSE
SUB TOTAL POOL
DECK CONCRETE POOL (
INCLUDING WATER) POOL
SUBTOTAL OTHER
PROPOSED IMPERVIOUS OTHER
SUB TOTAL TOTAL
LESS
ALLOWABLE OVER/
NDER )q T:\
FORMS\Impervious Square Footage Allowance.doc
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
DAViD
AKF..FL c i-7dBg
407-
2008 WORKING VALUE SUMMARY
Value Method: Market
GENERAL Number of Buildings: 1
Parcel Id: 34-19-30-519-0000-0050 Depreciated Bldg Value: $312,695
Owner: MANUEL AMERICE D Depreciated EXFT Value: $0
Mailing Address: 217 PORCHESTER DR Land Value (Market): $62,000
City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0
Property Address: 217 PORCHESTER DR SANFORD 32771 Just/Market Value: $374,695
Subdivision Name: KAYS LANDING PHASE 1 Assessed Value (SOH): $374,695
Tax District: S1-SANFORD Exempt Value: $25,000
Exemptions: 00-HOMESTEAD (2007) Taxable Value: $349,695
Dor: 01-SINGLE FAMILY Tax Estimator
Tax Reform Calculator
SALES 2007 VALUE SUMMARY
Deed Date Book Page Amount Vaclimp Qualified Tax Amount(without SOH): $6,554
WARRANTY DEED 04/2006 06227 1978 $468,000 Improved Yes 2007 Tax Bill Amount: $6,554
SPECIAL 02/2006 06111 1879 $399,900 Improved Yes Save Our Homes (SOH) 0
WARRANTY DEED Savings:
SPECIAL 10/2005 05977 1215 $694,300 Vacant No 2007 Taxable Value: $351,275
WARRANTY DEED DOES NOT INCLUDE NON -AD VALOREM
i Find Comparable Sales within this Subdivision ASSESSMENTS
LAND LEGAL DESCRIPTIONi
Land Assess Land Unit LandFrontageDepth PLATS: Pick-.. ; 6;
Method Units Price Value LOT 5 KAYS LANDING PHASE 1 PB 67 PGS
LOT 0 0 1.000 62,000.00 $62,000 41 - 43
BUILDING INFORMATION
Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost
Num Bit SF SF SF New
1 SINGLE 2006 16 1,571 4,162 3,337 CB/STUCCO $312,695 $315,854FAMILYFINISH
Appendage I Sqft OPEN PORCH FINISHED / 330
Appendage I Sqft OPEN PORCH FINISHED 169
Appendage / Sqft GARAGE FINISHED / 426
Appendage I Sqft BASE / 368
Appendage I Sqft UPPER STORY FINISHED 11398
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
Permits
NOTE: Assessed values shown are NOT certified values and'therefore are subject to change before being finalized for ad
valorem taxpurposes.
if you recently purchased a homesteaded property your next year's property tax will be based on JusbMarket value.
http://www.scpafl.org/web/re—web.seminole county—title?parcel=34193051900000050&cp... 1/9/2008
3bo
Kay's Landing HOA, Inc.
407-447-9955
5955 T.G.Lee Blvd., Suite 300
Orlando FL 32822-4457
November 01, 2007
Ametrice D. Manuel
217 Porchester Drive
Sanford FL 32771
Re: 217 Porchester Drive
Dear Ametrice D. Manuel:
Enclosed find the reviewed application for the improvement you have planned.
The Architectural Review Board has approved your application for swimming pool
and screen enclosure with the condition that you obtain all necessary permits, and the
jimprovement meets all municipal guidelines or restrictions (if applicable).
Attached is a copy ofyour approved Architectural Review Application.
If we could be of further assistance please do not hesitate to contact our office.
Association Manager:
Kent Taylor, LCAM@
Office # 4o7-781-1181
Fax # '407-781-1298
ktaylor@lelandmanagement.com
C.c. Owner's File
Enclosure
1( )NMEOW % FIA'S ASSWA A-M JiN I % C.
Reiiei% Boac-d (ARR) Applicatisim
A C
of 17
Vv 111!
I 1.1 1 )CO.11 :illo, C A
r it 1 1; rj C, I 1 0t it I I ,!!Id ,tit: i! i t
Al
V,I, if —flip C
Note: ApPIiC3t1Of1S SUhrr!ittPd copies of the survey, dra*.,jing, or blueprint. or color sample ?.iill be con-,idere-1
IfIrcrnplete-
VW_fivrcl)t 1111der"taild and agret: it, the hkilitwins iityatii Isis,
1. No work will brgin until vvrittcn approval is received from the Association.
H tAl'! 111-1'11>: ,,:rrik t ri:I wt
t- all I :;ti r I j 7: 1 1 :!".M, I
I %ti , n I I i ni'lu 1 T,, ir, ;h _-,:it[ Im,111 1,11 1 -M r:h: 1: IP- F 1! !1, it :1.`. It'd
t
Fvk. If's r,: iW; %%Ilil. md !--I!
iji I tor-a'ird ilit: \R B \oi-dGk 4 ll, T- 0-': ill[ Jst:l I )i.i.-i 'r h.. 1K A, it 1,11 r lif. 1.
Sicinature of Owner(s): Date:
Do Not :rite Bellow This Line
ibis Application ia,iherehy- i6proved x Disapproved
4
Hil--d to %:,;:l I
Permit #: Project Name:
r
08-611 Swimming Pool
Address:
217 Porchester Dr.
Plans Reviewed By:
Richard Denman 01/14/2007 407
The Permit Is Subject To The Following Comments
THE FOLLOWING ARE STANDARD COMMENTS:
Notice: In addition to the requirements of the Permit, there may be additional restrictions
applicable to this property that may 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.
1. Any connections that may be hidden during the installation shall be inspected prior to covering.
2. Inspections shall not be given unless the Approved Plans and Permit are posted in a
prominent location and protected from against the elements until all inspections are complete.
3. All permits require final inspection. Failure to do so may result in charges being filed.
with the Department of Business And Professional Regulation.
4. Permits shall expire if work has not begun within six months of date of issuance.
5. All 2004 Florida Building Codes are to be complied with.
6. Comply with the requirements of -the 2005 N.E.C.
7. Provide temporary fencing around excavation to prevent unauthorized
entry.
8. The 2004 FBC, Chapter 13, Section' 13-612.1. ABC.2.3.2, Covers
Required - Heated Spas and Heated Swimming Pools shall be
equipped with a cover designed to minimize heat loss.
9. Separate Plans & Permits are required for Gas & Solar Pool Heaters.
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 YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES.
REV' E RD
LINr
IF DATE, DAZE;
t, P 7r
1
a .. ,.r., .., J-.'r!r •ll..l; YV..II(l.). ..r•)1 I kl\'111 .. ).1l1. ..rll
Lot 5, KAY'S LANDING PHASE 1, according to the plat thereof, as
recorded in Plat Book 67, Page(s) 41, of the Public Records of
Seminole County, FL.
F.11.571".
Conttnunity number: 120294 Panel. 0070
Suffr: F F.I.i
R.AL Date: 411711995 I"lood Zone: X - \
Date offteld work: 1212612007 Completion Date: 1212712007 =_ '::` to = • `
Certified to: A oe^ •.cola<w J.n:+u`0S
f U. re..uJ rrn y scra
I
Amelrice D. Manuel; Title America of Central Florida, hie.; Chicago
Title /nstn once Company. ru
LtaJats ='a ..[OL60Vv J..r...uv+ t
LOCA Tlo?V SKETCH
OFMCh Not to Scale
CURVE TABLE
NO. RADIUS DELTA ARC TANGENT CHORD CHORD BEARINGI(P) 125.00' 116*2511' 35.82' 18.03' 35.70' N.08.13'33-V.
I (M) 125.00' 16.2321- J5. 76' 18, 00' 35. 6J' N.OT58551Y.
JO'DRAINAGE EASEMENT
ORB J31, PG 451)
N.00.00 571Y. 60.00'(P)
N.00'44'091N. 59.94'(A4) PLAT aouuaARY
fiR 112' 2.4'0 61CHAIN UNK CE 2.10W nR 1/2
r__
0.2 LB 68MU-47.4y 132 J.7 T
N h
COVERED 1dAREA
474' m
q OV'i I O
h o
nvo STORY otitiRESIDENCE
217
COT 4 j
SCALE W = 1 4i 4i
m in q
f u O o LOT 6
i z
6.0' 2-7
or O
25.0'
03
VERED h
I AREA
UI
nR 518-
Le 5610
to
O 4 tV 10'UEo• N M 518-
o L8 5610 (1)
19.3'
36I0 RR 518-
PC ` LB 5610 0 /
PLAMS" REV
111TA111
SCALE: 1 "=30'
PER PLAT
PERMITL G
DATE,
4wALK.' I .' • ' .
S00.44'18'E 17.64'(bt)
S.001100571r. 760'(P)
14.8J'(M)
N894542 r. _ ORCHESTER DRIVE FD NAtI/OISK
FD NAIL/015K RI-W V.00*O5'301Y.
PC 81. 72'(M)
LEGEND GENERAL NOTES
3- Wood Fence W.M. water Meter N. r.S. Not i0 Scale ,
VVire Fence TEL. Telephone Facilities O.R. Official Records
C.L.F. Chain Link Fence f Covered Area O.R.B. Official Records Book
F.N. Found Nail B.R. Bearing Reference P.C.P. Permanent Control Poin[
CONC Concrete CH Chord P.R.M. Permanent Reference Monument
FA Field Measured RAD Radial PG. Page
CL Clear A/C Air Conditioner PVMT. Pavernent
ENCR Encroachment B.M. Bench Mark E.O.F. Edge of Pavement
4. Centerline C. Calculated PB. Plat Book
Conuete 777Z Block wall PO.B. Point of Beginning
Property Line p Central Angle/Delta F.O.C. Point of Commencement
C.M. Concrete Monument D,B. Deed Book P.O.L. Point on Line
F.I.R. Found Iron Rod 0. Description or Deed P.C. Point of Curvature
F.I.P. Found tron Pipe D.H. Drill Hole PR.C. Point of Reverse Curvature
fA,N Right of Way DNi Driveway RT Point of Tangency
N&D Nail & Disk ESMT Easement R, Radius (Radial)
D.E. Drainage. Easement EL Elevation R.C.E. Roof Overhang Easement
U.E. Utility Easement F.F. Finished Floor 5.I.11. Set Iron Rod & Cap
FD. Found F.0 iyl. Found Concrete Monument SM' Sidewalk
P Plat F.P.K. Found Parker-Kalon Nail T.O.B. Top of Bank
O.H.U. Overhead Utilities L Length TYR Tynkal
PP Povver Pole L.B. Licensed Business A.C. Vs'itnes5 Corner
TX Transformer L.A.E. Limited Access Easement 10,05 Existing Elevation
CAN Cable Riser j-- Line Brea'r. Not to Scale E.OAN. Edge cd Water
CB Chord Bearing M.H. Manhole PC.C. Point cf Compound Crir:e.
F.C.C. Found Cross Cut O Found PI Point of Intersection
Field OHL Overhead Lines T.B.M. Temporary Bench Mark
Property Address.
217 Porchester Drive
Sanford, FL 32771
Survey number.' SL 94519
I. Legal description provided by others. 12. FLOOD ZONE DETERMINATIONS ARE
2. The lands shown hereon were not PROVIDED AS A COURTESY ONLY, AND
abstracted for casements or other record- ARE DERIVED FROM THE BEST SOURCES
ed encumbrances not shown on the plat. AVAILABLE TO THE SURVEYOR. THIS
3. Underground portions of footings, faun- INFORMATION SHOULD NOT BE
dations or other improvements were not RELIED UPON FOR FLOOD INSURANCE
located. PURPOSES, AND MAY DIFFER FROM
A. wall ties are to the face of the wall. INFORMATION PROVIDED BY OTHERS.
S. Only visible encroachments located. 13. Septic tank and/or drainfield locations are
6. No identilicrtion intend on property approximate and MUST be verified by
corners unless noted. appropriate utility location companies.
7. Dimensions shown are platand measured IA. Searing basis shown per plat unless
unless otherwise noted. - m6rwise shown.
8. Elevations if shown are based upon Sty.^.'ey i"s for reference only unless
N.G.tJ. D. 1929 unless otherwise noted _. Sigpcorand. s,aled by a Florida Registered
9. Adjoining lots are within th_c same block. Land Yarveyci.-
unless otherwise noted. _ _ 15 I- nesare tk t radial unless othewise
10. This is a BOUNDARY SSIRVEV-u, ted.
doesyn\indicateotherwisenoted. 18 : tece tification an
H. Not valid unless seal d %vith he signing update. %
surveyors embossed sea..
herety cer,; , rhor this -N-y , a rrii^`.,
L.B. 7132
Ralph Swerdloll Reca;ned Lan' Surveycn llo .3431
Louis R. Ramirez r.atesvtxaal 5,mmy:a. ar.p M .p;x- tan 6304 --
OFFICE
Permit #
Resi i. e Pool,
Spa and Hot Tub Safety Act
Notice of Requirements
1 (We)
ackno774"Q'4Q,1-
that a new swimming pool, spa or hot tub will be constructed or installed
at and hereby affirm that one of thesafollowing MUMPfftgaAaazsslmethods
will be used to meet the requirements of Chapter 615, Florida Statutes. please
initial the methodlsl to be used for your cool) V
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); i
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 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 finesupto $500 and/or up to 60 days in jail as established in Chapter 775, F.S. CONTRA
TOR' SIGNATURE & D TE 4Jr.
r
P'
0& CONTRACTOR'
S NAME (PLEASE P M
Cr2 6AQ_d OWNER'
S NAME (PLEASE PRINT)
SWIMMING POOL CONSTRUCTION WHEN
DISTANCE FROM EXISTING STRUCTURE TO
PERMIT # POOL WATER LINE IS LESS THAN I ON I + 1 ----_-
ADDITIONAL CONSTRUCTION PROCED ES WILL BE NECESSARY TO INSURE
COMPATIBILITY BETWEEN THE SWIMMING POOL SHELL AND AN EXISTINGADJACENTSTRUCTUREWHENTHESWIMMINGPOOLWILLBECONSTRUCTEDSOTHATTHEDISTANCEFROMTHEEXISTINGADJACENTSTRUCTUREISLESSTHANADISTANCEOFONEFOOTHORIZONTILLYFOREACHFOOTOFVERTICALPOOLDEPTHASMEASUREDFROMTHEPOOLSGREATESTDEPTHATAPOINT - PERPENDICULAR TO THE POOL WALL AT ITS CLOSEST POINT TO THE
EXISTING STRUCTURE PLUS 1 FOOT.
THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORETHAN6INCHESONCENTERINBOTHDIRECTIONSINTHISCRITICALAREA. ALSO THE POOL SHELL WALL WILL BE CONSTRUCTED AT 6 INCH THICKNESS.
THIS STEEL MAT WCRITICALALONG
THEHICH
IS GREATER THAN HE MINIMUM REQUIREDDISTANCE ANDTOAPOINTAS
DETERMINED BY THE 1 ON 1 + 1 METHOD. THE
INSTALLATION OF THE STEEL MAT AND THE THICKENED SHELL WALL MUSTCONFORMWITHANSINATIONALSTANDARD-5 FOR RESIDENTIAL INGROUNDSWIMMINGPOOLSANDANSI/NSPI NATIONAL STANDARD-3 FOR PERMANENTLYINSTALLEDRESIDENTIALSPASANDFLORIDABUILDINGCODE200Z BUILDINGANDFLORIDABUILDINGCODE2004-RESIDENTIAL TOGETHER WITH 2O06 REVISIONS.
ALL OTHER CONSTRUCTION SPECIFICATIONS OUTLINED ON THE CONTRACTOR'S MASTER CONSTRUCTION SPECIFICATION DRAWING FILED WITH THE
BUILDING DEPARTMENT WILL REMAIN IN EFFECT. DISTANCE
TO AVOID DEROGATION OF THE I-
Ess TR ADJACENT EXISTING,STRUCTURE, i
ON 1 + 1 EXISTING CARE SHOULD BE EXERCISED WHICH STRUCTURESHOULDINCLUDESHORINGOFTHEADJACENT
PORTION OF THE EXCAVATION
BY THE CONTRACTOR TO PREVENT
UNDERMINING OF THE THICKWALLEXISTINGFOUNDATIONIFCONDITIONSAT
THE TIME OF EXCAVATION DICTATE A3BARSAT6" O.C. uaRaLE
RASTeh WAY'" SUCH ACTION BETAKEN. I
EAU
H, . I +„x , .
JAN
0 7 Z008 DON
H.RkPAADSON, P.E. FL
P O 19133 SEMORAN
V STE.203 ORLANDO,
FL 32807 PHONE: (
407) 276-1099 FAX: (
407) 2764016 SEA
MAIDEN POOLS, INC.; 978
DOUGLAS AVE. SUITE 104 ALTAMONTE
SPRINGS, FL 32714 407)
767-7665 407)
767-7010 CPC057140
LEGAL
L.
OT BLOCK SECT
Directions To Jobs Site
010% 417
ESTER DR
NDING DR
VINLEN RD
OVERFLOW LINE
27'
R.Wayne Maiden
Custom .. SUNSHELF W/ (1) 2" BUBBLER RETURN
Features:
SUNSHINE REF #: 344703097
Construction Details:
STRIP SOD
SMALL MACHINE
e DIG & HAUL
DOUBLEDIRT:
s DOUBLE STEEL ANGLE OF REPOSE
SET POOL BEAM AT 3" BELOW EXISTING PATIO
DUAL MAIN DRAINS W/ VENT LINE
a SET GRADE FOR DECK AT BEAM OF POOL
t € ®
PRE -PLUMB SPA JETSPKANSREV
C' I TY 0 F - ANF
716' I
F'
CAPSTONE(
L—P
W
V a O •a''
I,
MFE IILp ..—
ARC FALL
F Vac ------------------- 3----- -------
i
I
LANAI I
EXISTING ACRYLIC 10, ACRYLIC
TEXTURE TEXTURE
I I
I
g+omArOWNER.
David & Ametrice
Morsell
SCALE: 1/8" = 1'
IRS ATRONIF55_
217 PORCHESTER DR
SANFORD, FL 32771
5ff001 /5/ff&7--
KAYS LANDING
FOOTER 8" X 8" W/ (2) #3 REBAR
Aw
611 ~
CHILD SAFETY FENCE
PERMIT #
DATE;
6L
jot):. 07218
OVERALL DIMENSIONS: 11' X 30' POOL DEPTHS: T - 6' GALLONS:
SURFACE AREA: 325 SQ.FT PERIMETER: 79 LN. FT.
Pump Type; HAYWARD NORTHSTAR Size= 1 uz H ms
Extra Pump: Size= Hper qgttinguipt XmEYESFilter
Type:
HAYWARD STARCLEAR CARTRIDGE Size= 17@ SF Main drain #
2 Color- WHITE Size- 2" Skimmer # Y
Color: WHITE Size=? fide Suction: NO Returns # 3
Type: Color. Caretaker Floor
heads ONLY: Color: Spa Heads
Step/Bench Head. Color: Deck Canister
NO Water Valves Pool Cleaner
YES Type: _ NAVIGATOR AQL-SALT Sanitizer Type: -
SOLAR PANELS (
7) 4' X 12' PANELS Pool HeaterOverflowLine
YES Length: From/To- SKIMMER - DECK Auto Fill
Line NO Type: Pool Light:
HAYWARD COLORLOGIC LED Time Clock!
24 HOUR TIMECLOCK _ of Pumps - Water Feature:
ARC FALL Size: 2' # Y vvarer"ne:
Step & Bench
Tile: _ ... .. .,.. ., SO. FT LN. FT
Deck Edge
Type:. CAPSTONE CANTILEVER 87 LN. FT. Deck Type:
ACRYLIC TEXTURE 680 SQ. FT. Lanai Area:
ACRYLIC TEXTURE 323 SO. FT. Deck-O-
Drain: YES —LN Ft. Type: DECK-0-DRAIN Concrete Pumping YES Raised Beam
Pool Tile: YES g.
y 41' 12' 18" 24": Deck Step
Type; 8" TILED RISERS 8.. 18' 12" 18 TOTAL TOTALTILE STEP Footing: YES
Type; 8 X 8" WI'2 03 REBAR 101 LN. FT. Retaining Wall
Required: NO Type: LN. FT. Textured Well:
NO Type: COLORBAND: YES
Type; Size- 100 Watt
Spa Light: COLORLOGIC LED Air Supply Blower: 1 HP: 220V Concrete Spa
Size: 6'S" X 1 Surface Area: 40 SQ.FT. Per.: 26 L.F. Spa Jets: #
8 Type: 21034 Pre
Plumb Spa Jets: YES Spa Suction
Line Size: T. Spa Jet Line Size: 2" Heater: HAYWARD
LONOX X Size: 400KL.P. Gas:_Natural Gas:_Elecironic Ignition:_& Spa Fountain:
YES Type: 2" BUBBLER RETURN Auto Control:
YES Type: AQUALOGIC PS-4 POOL/SPA Spa -Side
Switch; YES AQUAPOD Type: SpaDam
wall: 8 Curbed: YES Spa Height: +8"CfMBeam: G'
s .
Aluminum Metal
BRONZE Color: 2 Roof
Type: - DOME
853 SQ•FT• Wail Height: 10' # of Doors: Aluminum Roof: Type:
Size: BLACK Aluminum Metal
Color: Net Color: BLACK
Length:. W. Height: 4' n and Specs
Approved by Homeowner KRYSTALKRETE Ezfp1io f # Remove
Existing Concrete Slab/s: Size/s: Remove Stumps: 8/
0 Size/s: In Pool Area: Outside Pool Area: W®MI Remove
Fence: Replace Fence: 407-324- 9943
PJYMO MArg Remove Existing Landscaping: Redo Irrigation: B/
0 8/0 Re -Sod Yard/Access: B/0 Replace Sidewalk: YES
0
GENERAL NOTES
I. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'SPOOLPLAN.
2. POOL WALLS SHALL BE 5 "THICK AND FLOORS SHALL BE 6 "THICK ANDSHALLBEPNEUMATICALLYAPPLIEDCONCRETEWITHACOMPRESSIVESTRENGTHOF3,000 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 BUILDINGCODEBUILDING2004ANDFLORIDABUILDINGCODERESIDENTIAL2004TOGETHERWITH2O06REVISIONSANDANSI/NSPI NATIONAL STANDARD-5FORRESIDENTIALINGROUNDSWIMMINGPOOLSANDANSI/NSPI NATIONALSTANDARD-3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THENATIONALELECTRICCODE2005,
4. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVALUNLESSOTHERWISENOTED.
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 JOINTINWALLSANDFLOORSUPTO6'. OVER 6' USE # 3 BARS AT 6" ON CENTEREACHWAYINTHEAREAOVER6'.
IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT A SEPARATIONBARRIER, MINIMUM COVER SHALL BE 3". WITH A BARRIER (STEELTEX) BETWEEN CONCRETE AND EARTH, MINIMUM COVER SHALL BE 1'/". 6. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL ANDDECKREINFORCINGSTEELTOBEBONDEDTOTHEPOOLREINFORCINGSTEELWITH # 8 AWG COPPER WIRE. #8 AWG COPPER WIRE TO BE RUNINTERNALLYANDEXTERNALLYWITHTHENECAPPROVEDPVCLIGHTCONDUITFROMTHELIGHTNICHETOTHEJUNCTIONBOX. COMPLETION OFPOOLGROUNDINGTOPANELGROUNDBYELECTRICIAN. 7. EQUIPOTENTIAL BONDING TO BE ACCOMPLISHED IN ACCORDANCE WITHSECTION680.26 OF THE N.E.C. 2005.
S. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICHSHALLBECOMPACTEDTOPROVIDEASTRUCTURALLYSAFEBEARINGCAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATIONSHALLBEREMOVEDINITSENTIRETYANDTHEAREASHALLBEBACKFILLEDWITHACCEPTABLEMATERIALANDPROPERLYCOMPACTED. WHEREUNSUITABLEMATERIALCANNOTBEREMOVED, THE POOL MUST BEREDESIGNED.
9. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROMFAILUREBYACCEPTABLEMETHODSIFREQUIRED. THE DESIGN ENGINEERACCEPTSNORESPONSIBILITYFORTHESAFETYOFEXISTINGSTRUCTURES. 10. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOLCONSTRUCTIONINEASEMENTSORREQUIREDSETBACKAREAS. POOLCONTRACTORAND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONSSHOWNPRIORTOCONSTRUCTION.
11. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES INRELATIONTOPOOLANDITSEQUIPMENTANDENSUREMINIMUMCLEARANCEINACCORDANCEWITHLOCALREGULATIONSANDORDINANCES. 12. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCINGAROUNDCONSTRUCTIONAREATOPREVENTUNAUTHORIZEDENTRYINTOPOOLAREA.
13. IF A WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC BREAKWILLBEPROVIDED.
14. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED INTHESEDRAWINGSALSORELATETOSPACONSTRUCTION. 15. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH AN ON -OFFSWITCHMOUNTEDFOREASYACCESSTOALLOWTHEHEATERTOBESHUTOFFWITHOUTADJUSTINGTHETHERMOSTATSETTINGANDTOALLOWRESTARTINGWITHOUTRELIGHTINGTHEPILOTLIGHT. 16. SPAS AND HEATED POOLS SHALL HAVE A COVER DESIGNED TOMINIMIZEHEATLOSSUNLESS70% OF THE ENERGY FOR HEATING IS DERIVEDFROMNON-DEPLETABLE ON -SITE RECOVERY SOURCES. 17. PROVIDE SAFETY GLAZING IN WALLS AND FENCES ENCLOSINGSWIMMINGPOOLS, SPAS, & HOT TUBS WHEN BOTTOM EDGE OF GLAZING ISLESSTHAN60" ABOVE A WALKWAY SURFACE AND WITHIN 60" HORIZONTALLY OF WATER'S EDGE.
18. WARNING! TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATICUPLIFTPRESSUREMUSTBEELIMINATED. THE OWNER MUST CONSULT ACONTRACTOREXPERIENCEDINELIMINATINGUPLIFTPRESSURE.
5, WATER LINE LIGHT6' T1LE 7
6'
MAXIMUM RISER = 12"
MINIMUM TREAD = 10" (240 SO. IN.)
DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF
STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION
LONGITUDINAL POOL SECTION
RICK COPING
6"X6' TILE SPILLWAY
WIDTH SEE PLAN)
POOL
WATER UNE
6-X5- GLASS BLOCKS
MOUNTED IN 2500 PSI
CEMENT (IF SPECIFIED)
3 AT 12' O.C. EA WAY
RAISED SPA DETAIL
MAX. 5'
24'
14'-18'
UNDISTURBED
SOIL (NO VOIDS)
TYPICAL
SWIMOUT DETAI.
THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
THROUGH PVC PIPE 1MTHOUT EXCEEDING THE
MAXIMUM STANDARDS FOR VELOCITY (FT/SEC)
2-. 85 GPM 105 GPN 2 HP
2 %125 GPM 150 GPM 2 1/2 HP
PUMP SIZE BASED ON A TOTAL DYNAMIC HEAD (MH) OF
50' AND FOR ESTIMATE ONLY. ACTUAL PUMP SIZE 1MLL
VARY DEPENDING ON THE PUMP SPEOFICATTON AND THE
TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS
R CONCRETE DECK (OPTIONAL) WI SLIP RESISTANT1BqRCANTW/ TOPPING ON COMPACTED GROUND W/ ALL ORGANICNWADW/ 8"XB BON°P MATERIAL REMOVED. 4" NOM. W/FIBER MESH, 5" W/ # 3BEAMUSE2 #3 BARS CONT. REBARS. — - " _
4' MIN. JUNCTION BOX8' MIN. (BY OTHERS)
TO TRANSFORMER18" MIN. TO (
TOP OF LENS BY OTHERS)
MARBLE
PLASTER FINISH
REFER TO ATTACHED DRAWING U.L. APPROVED 120 VAC/30OW POOL LIGHT W/
SURFACE SKIMMER 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.
ADDITIONAL #3 #3 BARS 12- O.C. EACH WAY
REBAR REOD AT STEELTEX FORM (OPTIONAL)
SKIMMTOM,# POOL STRUCTURAL DETAILS
WALL SEC710f;
AT SKIMMER
i
41 E it
Y
PO DE 12V TRANS 3
112 IN %* COND 12
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 PERMANENT
BARRIER, IF WRN 5 FT HORIZONTALLY FROM W/ 8'X8' BOND BEAM WATER
12 FT VERTICALLY OF MAX WATER LEVEL SE 2 #3 BARS CONT. MIN.
1 %* COVER OVER ALL
BARS SEE NOTE- 05 5
15'
I VARIES — SEE PLAN 5 6'
TILE R NWA ALR
5
5 DISTANCE
IINBRICK fj ROW) DECK OVERPOUR THERAPYLESSTHANEXISTINGON , + ,
STRUCTURE ALTERNATE BEAM 3
AT 12' , 6' SEATKNISH DETAIL O.C. EA. WAY PLAN
EXPIRES ONE YEAR FROM THE 6'
THICK WALL SIGNATURE DATE OR THE EFFECTIVE RETURN
6'
DATE OF A MAJOR FLORIDA BUILDING 1STSPECIFIED) iCODE CHANGE WHICHEVER IS SOONER GOUNDUNITE #
3 BARS AT 6'REBOUNDO.C. EACH WAY JIMNOV 1 3 200Z—B' 0 ANTSEVORTEX DRAINS SEPARATED
BY Y STEELTEX FORM SPA
SECTION ARBLE PLASTERNISH ATE
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 OR H. S L= A ON, P.E. BEEXTENDEDALONGTHECRITICALAREAANDTOAPOINT 'WHICH 15 GREATER THAN FL P.E. N 1933 THEMINIMUMREQUIREDDISTANCEASDETERMINEDBYTHE1ONI + I METHOD. 72 N. EMORAN.B VD. STE, 203 TYPICALWALLANDFLOORRLANDO, FL 807 WE
HIN ANGLE OF REPOSE 407) 275-1099 PHOFAX: 407)`275-1015 4"
1 `F FILTER
SYSTBA 1.
MAIN DRAIN LINE 2.
SKIMMER LINE 3
3. WASTE UNE 4. RETURN UNE 5.
PRESSURE CLEANING LINE (
OPTIONAL) BA.
HAIR do UNT STRAINER B.
RECIRCULATOR PUMP C.
FILTER 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
SUP RESISTANT FINISH WEDGE
ANCHOR AND
ESCUTCHEON 3'
MIN. B' MAX BETWEEN TREAD
AND POOL WALL TYPICAL
SWWMMING POOL LADDER
SECTION SEA
MAIDEN POOLS, INC. 978
DOUGLAS AVE. SUITE 104 ALTAMONTE
SPRINGS, FL 32714 407)
767-7665 407)
767-7010 CPC057140
RESIDENTIAL
SWIMMING
POOL MASTER
SPECIFICATION DRAWING
FOR
CITY
OF SANFORD i NOT
TO SCALE SHEET 1 OF 3 DWG BY -DASH APPM
RY ... GHS
I
NS AL! -PERMANENT WATER
LER IN DECK WITH ANTI SYPHON
DEVICE AT HOSE BIBB.
CiSE :ININiUM OF 3 --RETURNS LOCA7=D \
W'V_17 RL=VELTCOIECT {VAT=R TO SKIMMERS.
t
L t —Y
T
36"
y
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 BO TTOM OF THE SWIMMING POOL.
ALTERNATIVE: INSTALL MINIMUM OF
INSTALL DUAL SKIMMERS PLUMBED
TOGETHER AND LOCATED FOR
OPTIMUM SKIMMING .ACTION.
LEVEL
TO PUMP
DEADLINE TO
PUMP LOCATION
INSTALL MAINORAIN W/ TOOL -REMOVABLE
PLUG TO BE REMOVED ONLY BY SERVICE
PROFESSIONAL FOR POOL SERVICING.
DEADLINE INSTALLATION OPTIONAL)
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 Al12.19.SM-1987 AND DRAIN COVERS MEET
THE REQUIREMENTS OF ANSUASME A112.19.8M-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.
3) FLOOR RETURNS PERMIT #
SWIMMING POOL WITHOUT DATE:
RECIRCULATION MAIN DRAINS
VENT TO ATMOSPHERE SO VENT
WILL NOT BE BLOCKED BY DEBRIS,
INSECT INFESTATION, OR
MICROBIOLOGICAL CONTAMINATION
COVER MUST COMPLY WITH
ANSI/ASME A112.19.8 M) 3'-0• MINIMUM
SEE ALTERNATE
Z" T
Z"0 I Z 0
SUCTION INLET SUCTION INLET h" 0
MAIN DRAIN) MAIN DRAIN)
MAXIMUM DISTANCE
2'0
1 IX:0 ALL VENTTOVENTTEE
CONNECTION PIPING = 1 %' 0
ATMOSPHERIC VENT PIPE LENGTH
r 2.0 MINIMUM = i6" MA)QMUM = 30••
ALLSUCTION
Tr PUMP PIPING = 2.2
VENTCOVER MAY BE GUTTER
DRAIN SUCH AS HAYWARD
MODEL SP-1019
2 - 90' ELBOWS
I %5' 0 /VENT PIPE
FA I L a v% a%U. v 0L. ` 19 L
CITY OF SANF0R`-""' VENT COVER MAY BE
GUTTER DRAIN
Z- 90° ELBOWS
OPTIONAL) DEBRIS
CONTAINMENT
CANISTER
12- MlN
7CIRCULATION
TO
WATER LEVEL ' PUMP
Anm-VORTEX
2'0 DRAIN
MOx FLOOR
DRAIN
ARGER
VENT LINE LINE
Z
ATMOSPHERIC VENT PIPE LENGTH
MINIMUM iC MAXIMUM - 30' i B' MIN
2'% "0 OR EQUAL TO 24" MAX
CIRCULATION LINE
MDX DEBRIS
REMOVAL SYSTEM
ALTERNATE SUCTION INLET SYSTEM MAY
INCLUDE 1 ON THE BOTTOM AND ONE ON
THE VERTICAL WALL OR ONE EACH ON
TWO (2) SEPARATE VERTICLE WALLS
12"
MINL. ATTACH PLACKARD WHICH STATES
TT 1 7
THAT VENT IS A SWIMMING POOL
SAFETY DEVICE AND SHOULD NOT
BE TAMPERED WITH. FIN7a HED GRApa_
Suc,CES-TED
ETA1 L
NOV 1 3 2007
DRAWING TO SUPPLEMENT
CONTRACTOR'S SPECIFICATION
DRAWING ON FILE ,
DUAL SUCTION INLET SYSTEM
ATMOSPHERIC VENT SYSTEM
IN ACCORD NITS SECT 424.2.6.E FLORIDA BUILDING CODE -BUILDING 2004 N/ 2006 RE`•/ISIONSANDSECTR4101.6.o FLORIDA BUILDING CODE-R.ESICENTIA.L N/2006 REVISIONS
THE MAXIMUM ':iACUUM NI I H ONE
SUMP PLUGGED AND TO RELEASE
300Y ENTP.APMENT ON THE OTHEP ISUMP'NILL NOT EXCEED 4.5 INCHES
OF MERCURY W 3 SECONDS j
vi?.IMIJM SUC''ION PIPE /EL'JCI,'
SIX `81 =P.S OR, =9 GPM
AN APPROVED VACUUM RELEASE SYSTEM SUCH
AS THE VAC —ALERT TM SVRS SYSTEM IS AN
ALTERNATIVE TO THE OTHER SYSTEMS SHOWN.
t N H. SF
AJ28
SON, P.E.
133 FLP.E. L_
EMORAN STE. 203 O '
LAND0, FL07 PHONE: (
407) 275-1099 FAX: (
407) 275-1015 SEA
MAIDEN POOLS, INC. 978
DOUGLAS AVE. SUITE 104 ALTAMONTE
SPRINGS, FL 32714 407)
767-7665 407)
767-7010 CPCO57140
ALTERNATIVE
RECIRCULATION
SYSTEMS
MOTTO
SCALE SHEET 2 OF 3 OWD BY— Gl-iS
3 BAR
CONTINUOUS
f
A- CONCRETE OECY,
1- # 38AR VER71CAj-LY
@ 36' ON CENTER
COMPACTED, 12" 10 24"TURN-DOWN
MATERIAL a' OR FLATTER
1- #5 REBARCONTINUOUS
MAX FINISHED GRADE
4" 0 PILASTER
EVERY 6 WITH 2:2'
1-# 3 REBAR -
A// /.//1=1i-11= Ucl rilc11=1t=q L1
6" MIN
NOT TO SCALE T 1 OLD GROUND
CONCRETE DECK TURNDOWN
GENERAL NOTES
BRICK
1..0 MF'ALI I tL
MATERIAL
d - •• d .
CONTINUOUS
a
0 PILASTER
EVERY S WITH
1-# 3 REBAR
BAR PLANSE
A= ITTO 24" a
NFO'
K7zz!'kD RE}
tT1CA1 * 3 BAR o
Q.
T N zv ER
BRICK
1IjOPAERSHID
GRADE B=
9" TO 181, j)
NOTE:
4' 4 S= %
x A c: c 6'
MIN D
GROUND PAVER
DECK TURNDOWN 1.
DETAIL IS BASED ON NO SURCHARGE BEHIND I HETURNDOWN AND GROUND AWAY FROM
TURNDOWN IS LEVEL (> 4TO 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 CONFORM TO FLORIDA BUILDING CODE, BUILDING 2004, FLORIDA
BOLDING CODE, RESIDENTIAL 2DO4 TOGETHER WITH 2O06 REVISIONS 6.
REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS
ON TURNDOWN LOCATION. 7.
IF THE BASE OF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4" 0 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. ALTERNATE
PAVERS ON
TURNDOWN B.
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 THEOLDGROUNDREACHES22.5" (FOR A 12" TURNDOWN) OF 33" (FOR AN 18" TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWNLENGTHORTHEFINISHEDGRADESLOPEEXCEEDS4' HORIZONTALLY TOVVERTICALLY, A TURNDOWN SHOULD NOT BE USED. 9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THEOLDGROUNDREACHES30" (FOR A 12° TURNDOWN) 36" (FOR AN 18" TURNDOWN) OR 42" I' (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWNLENGTHORIFTHEFINISHEDGRADESLOPEEXCEEDS4' HORIZONTALLYTOVVERTICALLY, A TURNDOWN SHOULD NOT BE USED. 10,
IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TOP OF THE TURNDOWN, THE SWIMMINGPOOLCONTRACTORMUSTCOORDINATEATTACHMENTOFTHESCREENENCLOSURETOTHE'TURNDOWN WITH THE SCREEN CONTRACTOR - DECK
TURNDOWNS TYP
8
g- 1
5 BAR 8.
2 #
S BAR 1 CONT.
CONT- NO
FOOTER 8" X 8" FOOTER 8" X 12" FOOTER FOOTER
NOTES 1
FOOTEP. SHALL BEAR. ON POCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (>1,500 PSI) THAT SHALL BECOMPACTEDTOPROVIDEOPTIMUMBEARINGCAPACITYTOPREVENTSETTLING. 2CONRETESHALLHAVEA28DAYSTRENGTHOF2,500 PSI W1 FIBER MESH OR 6XB-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 FOOTERORABUTTINGTHEFOOTER. 5.
IF A SCREEN ENCLOSURE IS TO BE INSTALLED: THE SWIMMING POOL CONTRACTOR MUST COORDINATE CONSTRUCTIONOFANYREQUIREDFOOTERWITHTHESCREENCONTRACTOR1
1/ i1/il FOOTER
TYPICAL
FOOTER DETAILS NOV
1 3 2007 3NEMO
N
H.H PARD ON, P.E. FL
P. 0193 3 N
V . STE. 203 RLANDO,
FL 32807 PHONE: (
407) 275-1099 FAX: (
407) 275-i 015 SWALE
FOR DRAINAGE
r
j#
3
BAR A=
IS' TO 24" IVERTICAL
3BAR@36'O.C. T .PAVER
BRICK B=12"
T018" 1-#5
REBAR CONTINUOUS NOTE:
ALTERNATE
PAVER
a- 'A`
x A LOCATION PERMIT #
DATE:
SEA
MAIDEN
POOLS, INC. 978 DOUGLAS
AVE. SUITE 104 ALTAMONTE SPRINGS,
FL 32714 407) 767-
7665 407) 767-
7010 CPC057140 MASTER
DRAWING
FOR FOOTER AND
DECK TURNDOWN
DETAILS MOTTO
SCALE
SHEET 3 OF 3 ow[) BY— GHS