HomeMy WebLinkAbout313 Hidden Lake Dr (5)CITY OF SANFORD PERMIT APPLICATION RECEIVED
Permit # : 0 / - a 3 Date: DEC 7 t% 2006
Job Address; 3 aar% L.&ICt r \ Y 41 OVA)
ofWork: ' VA) SW. Mnnr r1 A ?m I Total Square Footage Historic
District: Zoning: rlCalue•ofiWorkrSl 1) i ow it
Permit
Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical:
New Service — # of AMPS Mechanical:
Residential Non -Residential Plumbing/
New Commercial: # of Fixtures Pfumbing/
New Residential: # of Water Closets Dccupancy
Type: Residential V Commercial Addition/
Alteration Change of Service Temporary Pole_ Replacement
New (Duct Layout & Energy Ca1c. Required) of
Water & Sewer Lines # of Gas Lines Plumbing
Repair — Residential or Commercial _ Industrial
Construction
Type: # of stories: # of Dwelling Units: Flood Zone: (FEMA form required ) oatractor
Name & Address: hone &
Fax: 3eading
Company: ddress:
Mortgage
Leaden. ddress:
Y I rehitect/
Engineer: ddress:
State
License Number: Contact
Person: Phonc: Phone:
Fax:
1.
pplication
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 ssuance
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 n:
rmit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR
CONDITIONERS, etc. WNER'
S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating onstruction
and maing. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING WICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ITORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. IOTIC
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 his
county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. cceptance
of permit ' on that 1 will notify the owner of the properly of the requirements of Florida Lien Law, FS 713. b!
Sign
of0 gent Date g . ignature of Contractor/Agent Date t + _
Cr Pri
t Owner/Agent' Name 'ice
o
rint Contractor/Agent's Name T
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a i
re of N rate of Florida Date 4 . rnSignature of Notary -State of Florida Date to
CAP LL
Owns/
Agent is Py Personally Known to Me or ti
Produced
ID LPPROVALS:
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4 9
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $75,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $75,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
I, C.A6&5W14,-C d , do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume ll responsibility as an Owner/Builder Contractor, and will personally supervise all -work
allowed b on the permitted structure.
ram - 0
Ile ra.
rint Owner/Builder Name
z1,z1
gnature of Notary —State 9f Florida Date
4. JO ANN M. JOHNSON
Owner is Personally Known to Me or has* * NY COMMISSION 1 DD 2&%22
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PLAT OF SURVEY
for
HARRISON D. GOEMBEL, CYNTHIA L. GOEMBEL, CHRISTOPHER HUNT, AND LORI HUNT
Legal Description
4h, HIDDEN LAKE PHASI It UNIT 1, according to the plat thereof recorded in PLatBook 24, Pages 15 through 17, of
he Public Records of Somlfiole County, Florida.
AND ALSO
Lot 50, RAMBLEWOOD, acl,tirdifiq to the plat therof recorded in Plat Book 23, Pages 7 and 8, of the Public Records of
Seminole County, Florid.,.
SURVEYORS CERTIFICATE
This i-; to certify th.rt I have made a Survey of the above described property and that the plat hereon delineated is
an af-i.r,rate represerit.ii imi of the same. I further certify that this S vey meets the Minimum Technical Standards set
forth by the FLoridj Hr,.ird if lofid Surveyors pursuant to Section .027 of the Florid.; Statues.
l all
ITNER SURVEYING
R. .BLAIR KITNER - P.L.S. N0. 3382 W
P.O. BOX 823- SANFORD, FLORIDA 32772 a
407) 322-7t100 v
SURVEY DATE: 19 NOVEMBER 1998
tir
o
0 / 30
N Structural plan review is limited to a
general survey for code compliance. No OFFICEreviewisimpliednorwastakento
verify structural adequacy
f
Code violations found during inspection
are required to be corrected.
Plan/permit issuance does not grant
approval of a code violation. 2004
FBC109.1 i
rJ
y
C Cr.
7 T
EQ \S-
P
The residential swimming pool barrier
and or its compliant safety components
shall be in place prior to filling of the
O pool. FRC R4101.17
Q '41
M P ER MIT #
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 BEG "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 2O05 REVISIONS AND ANSIINSPI NATIONAL STANDARD-5
FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL
STANDARD-3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS.
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 11/2'.
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.
EQUIPOTENTIAL BONDING TO BE ACCOMPLISHED IN ACCORDANCE WITH
SECTION 680.26 OF THE N.E.C. 2006.
7. 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.
8. 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.
9. 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.
10. 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.
11. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING
AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO
POOL AREA.
12. IF A WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC BREAK
WILL BE PROVIDED.
13. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN
THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION.
14. 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.
15. 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.
16. 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.
17. 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.
WATER UNEJ/
5' 6' TILE
LIGHT
6'
MAXIMUM RISER 12' 1
MAXIMUM TREAD = 10- (240 SO. IN.)
DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF
STEEL GRID AT POOL DEEPEST POINT W/ S SEPARATION
LONC1MDINAL POOL SECTION
BRICK COPING
6•X6' TILE SPILLWAY
WIDTH SEE PLAN)
POOL
WATER LINE
1 6'X6' GLASS BLOCKS
1L 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 DETAL.
THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
THROUGH PVC PIPE W11HOUT EXCEEDING THE
MAXIMUM STANDARDS FOR VELOCITY (FT/SEC)
T
21 85 PM 105 PM7.EAF
2 Yi' ITS PM 150 PM
PUMP SIZE BASED ON A TOTAL DYNAMIC50' AND FOR ESTIMATE ONLY. ACTUAL
VARY OEPENOING ON THE PUMP SPECIFITOTALDYNAMCHEADFORTHESPEQFl
SURFACE SKIMMER
9-
ADDIT10NAL #3
REBAR REOD AT
SKIMMER OPENING
WALL SECTION
AT SKIMMER
08 AM COPPER W
TIMECLOCK
JCT. BOX
MIN.- JXT E
SNATCHFve• W.P. OIS( rN. Pl II
PPOL DECK `
12 V TRANS
3 #12 IN %* COND
V/300 W W/ LOW ALL ELECTRICAL
WATER CUT-OFF SHALL CONFORM
OR 120 V.A.C. W/ GFT 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
1 #3 BAR CONT. W/ TOPPING ONDECKCOMPACTED GROUND WLIAL L ORGANIC5- WALL-W/ 8'X8' BQNO MATERIAL REMOVED. 4" NOW WIFIBER MESH, 5" W/ #'3BEAMUSE2 #3 BARS CON7 REBARS.- - -
J7tN. - JUNCTION BOXMIN. (BY OTHERS)
is- MIN. TO
TOP OF LENS -
MARBLE
PLASTER FINISH
TO TRANSFORMER
BY OTHERS)
REFER TO ATTACHED DRAWING `U.L APPROVED 120 VAC/30OW POOL LIGHT W/
FOR DATA REGARDING OVAL 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/ #6 BOND PER N.E.C.
13 BARS 12- O.C. EACH WAY
STEELTEX FORM (OPTIONAL)
POOL STRUCTURAL DETAILS
5
4 ('
FILTER SYSTB A
1. MAIN DRAIN LINE
2. SKIMMER LINE
3 3. WASTE LINE4. RETURN LINE
5. PRESSURE CLEANING
LINE (OPTIONAL)
B A. HAIR & LINT STRAINER
B. RECIRCULATOR PUMP
C. FILTER
0. W-UNE CHLORINATOR
OPTIONAL)
E. HEATER (OPTIONAL)
VALVE
F. ANTI ENTRAPMENT
SYSTEM
PLANS P - IEWED
CITY OF SANFORD
MIN PER
MANUFACTURER SPEC
LADDER TO
PERMANENT BARRIER, IF WIIN 5 FT HORIZONTALLY FROM W/ 8'XB• BOND BEAM
WATER 12 FT VERTICALLY OF MAX WATER LEVEL SE 2 13 BARS CONT.
MIN. 1 )4' COVER OVER
ALL BARS 5EE NOTE A
I 6' TILE I 5' VARIES - SEE PLAN 51j 5 SW ALL/ IjR-OWlA!LESS
DISTANCE BRICK (1 ROW (1 ROWRICK((1 DECK O IjRPUR
THERAPY
Z
THAN EXISTING
1 ON 1 + I STRUCTURE ALTERNATE BEAMo
3 AT 12• 1-- SEAT FINISH DETALO.C. EA. WAY
PLAN EXPIRES ONE YEAR FROM THE
SIGNATURE DATE OR THE EFFECTIVE
RETURN 6• THICK wALI DATE OF A MAJOR FLORIDA BUILDING
IST SPECIFIED) 4ORAINS CODE CHANGE WHICHEVER IS SOONER
GUNITE/3 BARS AT 6'REBOUND O.C. EACH WAY11FINiSH DEC 1 120062-8. 0 ANTI -VORTEX
STEELTEX FORMSEPARATED
ATEl1`,,
SPA SECTION ARBLE PLASTER f
THE CONTRACTOR MUST PLACE AL' STEEL IN THE POOL WALL AT NO MORE THAN 6' ON
CENTER IN BOTH DIRECTIONS iN THIS CRITICAL AREA. ALSO THE POOL SHELL WAL:
SHALL BE CONSTRUCTED AT 6- THICKNESS. THE STEEL MAT AND SHELL WALL SHALL r RD N H. S EPAR ON, P.E. 3E ENDED ALONG THE CRITICAL AREA. AND TO A POINT WHICH IS GREATER THAN E
EXT0
5SO 193
3 HE MINIMUMREQUIREDDISTANCEASDETERMINED3YTHEiON1 + i MEZHOD. LIP '. S
MORA
VD. STE. 09 TYPICAL WALL. AND FLOOR 'MN -R PARK, ' 2792 WITHIN ANGLE
OF REPOSE PH NE: !407) 579-7500 A 3-(
407).S79-9588 BE CROSS
BRACED
PER_j MANUFACTURER'SSPECALLLADDER
TREADS SHALL HAVE SUP
RESISTANT FINISH WEDGE ANCHOR
AND ESCUTCHEON
3' MIN.
8• MAX BETWEEN TREAD AND
POOL WALL TYPICAL SWIMMING
POOL LADDER SEC11ON
RESIDENTIAL SWIMMING
POOL
SPECIFICATION DRAWING
MMINGrQ9L
SPECIFICATION
FOR: NOT TO
SCALE: S 5 ! of 3 DWG BY OAS., APPO 3Y
GHS
17,
INSTALL PERMANENT WATER
LEVELER IN DECK WITH ANTI -SYPHON
DEVICE AT HOSE 8188
USE MINIMUM OF 3 RETURNS LOCATED
AT - 18"BELOW WATER LEVEL TO
OIRECT WATER TO SKIMMERS
MIS"
T
k
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.
36"
v
INSTALL DUAL SKIMMERS PLUMBED
TOGS -HER AND LOCATED FOR
OPTIMUM SKIMMING ACTION
LtVcl
TO PUMP
DEADLINE TO
fPUMP
LOCATION
INSTALL MAINDRAIN W/ TOOL -REMOVABLE
PLUG TO BE REMOVED ONLY BY SERVICE
PROFESSIONAL FOR POOL SERVICING.
DEADLINE INSTALLATION OPTIONAL)
SWIMMING POOL WITHOUT
RECIRCULATION MAIN DRAINS
VENT TO ATMOSPHERE SO VENT
WILL NOT BE BLOCKED BY DEBRIS.
INSECT INFESTATION. OR
MICROBIOLOGICAL CONTAMINATION
COVER MUST COMPLY WITH
ANSIJASME A112.19.6 M) 3'4r MINIMUM
SEE ALTERNATE
2' T
i 0 I 2'0
SUCTION INLET SUCTION INLET
MAIN DRAIN) (MAIN DRAIN)
TO
MAXIMUM DISTANCE 1 %' 0 ALL VENT
TO VENT TEE / PIPING = t %• 0CONNECTION = 1 '
2-0
ALLSUCTIOtJ
PIPING = PQ
0 PJM%
1 Ya• 0
ATMOSPHERIC VENT PIPE LONG T H
MINIMUM= IS' MAXIMUM= 30'
GENERAL NOTES
1 THE MDX DEBRIS REMOVAL SYSTEM IS TO BE
INSTALLED IN ACCORDANCE WITH MANUFACTURER'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/2005 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 Al12.19.8M-1987 AND DRAIN COVERS
MEET THE REQUIREMENTS OF ANSI/ASME A112.19.8M-
1987 FOR ANTI -HAIR ENTRAPMENT
5 THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S
SPECIFICATION DRAWING ON FILE. FOR METHODS
AND MATERIALS OF CONSTRUCTION, REFER TO
CONTRACOR'S ENGINEERED AND SEALED
SPECIFICATION DRAWING ON FILE WITH THE
BUILDING DEPARTMENT.
VENT COVER MAY BE GUTTER
DRAIN SUCH AS HAYWARD
MODEL SP-1019
2 - 90• ELBOWS
0 VENT PIPE
f
12- MIN
7 ,7-77-1
I - )
FlNCSHED C B ADE
3UGGESTED
oErA1L
I DRAWING TO SUPPLEMENT
CONT:;ACTOP.'S SPECIFICATION
i DPAWING ON FILE
DUAL SUCTION INLET SYSTEM
ATMOSPHERIC VENT SYSTEM
IN ACCORD WITH. SECT 424.2.6.E FLORIDA BUILDING CODE -BUILDING 2004 W/ 2005 REVISIONS
AND SECT R4101.6.6 FLORIDA BUILDING CODE-RESIDENTIAL'`J 1/2005 REVISIONS
v
VENT COVER MAY BE
GUTTER DRAIN
2- 90• ELBOWS
1T MIN`9
OPTIONAL) DEBRIS
CONTAINMENT
CANISTER
WATER LEVEL
ANTI -VORTEX
c r- 2"o DRAIN
MDX FLOOR
DRAIN
1%1 0
VENT LINE
ATMOSPHERIC VENT PIPE LENGTH \ I
MINIMUM a IV MA,AMUM • 30'
16' MIN
2 % -0 OR EQUAL TO 24' MAX
CIRCULATION LINE
EMDX DEBRIS
EMOVAL 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
ATTACH PLACKARD WHICH STATES
THAT VENT IS A SWIMMING POOL
SAFETY DEVICE AND SHOULD NOT
BE TAMPERED WITH.
TH= W-XIMJM *JAZ;UUM 1117H JN= I
1 =LIMP m_UGGE_ ANC TC RELY --SE
3001 =NT?.APMcN-'JN TH.E ='__
SUMP JdIL_ NGT=Y.C-=:, -'.9 INCH=:
O% MERCURY IN - S=10NDS
IdiY.iMUM 5:..771C)N =1P= .J'-:)C ,
1,- _1 % ,P-- o:lM
TO
PUMP
2" 0 OR LARGER
CIRCULATION LINE
PLANS REVIEWED
CITY OF SANFORD
AN APPROVED VACUUM RELEASE SYSTEM SUCH
AS THE VAC -ALERT Tm SVRS SYSTEM IS AN
ALTERNATIVE TO THE OTHER SYSTEMS SHOWN.
SWIMMING' POOLSP_ ECIR'CATION
Illpil -raw,". r IZ/i7 JI
DEC 1 12006
ALTERNATIVE
RECIRCULATIONORDNH. S E ARD- ON, P.E.
L P'E. 1 f: SYSTEMS1255. SE ORA VD.D. TE:1093
IWINT RIPARK„ , 792''
FHO E (4071679-7500-
r :y` (407) 679,9188 h(OTTO SCALE SHEET 2 OF 3 DWI) BY- GHSl
4' CONCRETE DECK
COMPACTED
e, MATERIAL
1-#5 REBAR----_ C
CONTINUOUS
4" 0 PILASTER MAX
EVERY S WITH 1- 6"
1-# 3 REBAR I—
6" MIN
NOT TO SCALE 4
3 BAR
CONTINUOUS
1- # 3 BAR VERTICALLY
@ 36" CN CENTER
12" to 24" TURN -DOWN
4' OR FLATTER
p-j- V
9 FINISHED GRADE
22'
i ill =1 I =11s l tl
OLD GROUND
CONCRETE DECK TURNDOWN
GENERAL NOTES
PAVER BRICK
COMPT--o
a3BAR
A= 12" TO 24"
MATERIAL VEFMCAL* 3 BAR ® 36'-O.C.
A :._ •_ -.. • FINISHED GRADE oR FLATTERI
o . a Y/
1- *5 REBAR-2
CONTINUOUS. i
aa dT• I NOTE:
Mo B= %xA
Owl -
C 0 PILASTER
EVERY S' WITH _
1-* 3 REBAR
6' MIN I ' I 1`
D — GROUND
PAVER DECK TURNDOWN
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 CONFORM TO FLORIDA BUILDING CODE, BUILDING 2004,
FLORIDA BULDING CODE, RESIDENTIAL 2004 TOGETHER WITH 2O05 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" m
PILASTER WILL BE REQUIRED EVERY 5 FEET THAT WILL BE EITHER T 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
aQ,,a"a :
d.
4 r
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 V 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.
C- .. IIIAl 1111':` IQllill 11011 1 lI IIGII
i i
5 BAR
11m11 t I :l'/11 '11\11011•
NO FOOTER 8" X 8" 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 6X6-10Y.10 WW MESH.
3 3 -# 3 BARS IS EQUIVALENT TO 1 -# 5 BAR.
4 AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER OVEP THE TOP OF THE
FOOTER OF. ABUTTING THE FOOTER
5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED, THE SWIMMING POOL CONTRACTOR, MUST COORDINATE
CONSTRUCTION OF ANY REQUIRED FOOTEP, WITH THE SCREEN CONTRACTOR,
DECK TURNDOWNS
III 11•IR% noll ill
r
ii f-
TYPICAL FOOTER DETAILS
R
1 og S.
EC 1 1 20d6
I H. S RD N, P.E.
OELPN1933ORA '
BD. TE.093 A 40 R
7921 1
E;(407)
679.7500;' 407)679-9188
SWALE FOR DRAINAGE
r d.-
q
b4L
dd:
4-:aY14:
A P. aA.
c•
ea:
o 'v 3 BAR r
j A=
18" TO
24" IVERTICAL 3 BAR
@36' O.C. PAVER BRICK B=
12"TO18"
1- #5 REBAR
CONTINUOU5 ALTERNATE PAVER
LOCATION
NOTE: B=
3/.
xA
PLANS REVIEWED CITY
OF SANFORD
MMINCIrQ QL,§;R-
CIRCATION FOR: MASTER DRAWING FOR
FOOTER AND DECK
TURNDOWN DETAILS
MOTTO SCALE
SHEET
3 OF 3 DWD BY- GHS
IIIII II IN11111NINIi11111INIlIa1111111IN11llialN11111
NOTICE OF COMMENCEMENT
Permit No. 01-'1Z3
Parcel ID: %0-ol0-30- s"aa-ODOD-Qi;-00
State of Florida
County of Seminole
The undersigned hereby gives notice that improvement 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.
1. Description of property: (legal description of the
a 7-7
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COLIN"
BK 06535 Pg 1991 I1pg)
CLERK'S # 2006204224
RECORDED 12/29/2066 12;43149 PM
RECORDING FEES 10.00 -
RECORDED BY t holden , ••CERTIFIED,COR
MARYANNE4MORSE
CLERK OF CIRCUIT CLiURT
SEMINOLE CC" t' r'
QEEU
and street address if available) 313 A/04— zle A!t-
2. General description of improvement: _& gloomp,l /QOye, #1jA1 z%g27
3. Owner Name and address:
3>3 ,i/JDf ur Cf+2/r
a. Interest in property Oct e s,.•c t v2, f
b. Name and address of fee simple titleholder (if other than Owner)
4. Contractor Name and address: 06Jy f,?
S. Surety
a. Name and address
b. Amount of bond
6. Lender Name and address:
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 /VOi(l.E- .
8. In addition to himself or herself, Owner designates UiW4 . 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 date
date is specified) '
wom to (or affirmed) and subscribed before me this day of
1 {` S ,Of n
a different
of Owner
20 U p , by
Personally Known or Produced Identification
T o dentification Produced 1.'C N S3J- IJ8~ lal{ 13-U
THIS I%5TRUMENT PREPARED BY:
ULU, M.y L MM '' 11
Signature f Not ublic, State of Florida "M eommia m DD211344 ADDR ?
Commission Ex res: qwj e fret AugustPa xP