HomeMy WebLinkAbout105 E End CtPermit #
Job Address:
Description of Work: P�U L w 1 -t;—'total Square Footage
Historic District: Zoning: ( vlllue of Work:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
CITY OF S ANFORD PERINfIT APPLICATION eo
—Qt c: 2— I— Olt-
Addition/Alteration
�OUJ
Electrical: New Service — # of AMPS
Mechanical; Residential Non -Residential
—
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets —
Occupancy Type: Residential Commercial
Change of Service Temporary Pole
_ Replacement New (Duct Layout & Energy Calc. Required)
# of Water & Sewer Lines It of Gas Lincs
Industrial
Plumbing Repair — Residential or Commercial
Construction Type: �J # of Stories: It of Dwelling Units; Flood
Flood Zone: (FEMA form required
!)
Owners Name & Address: Cl �/5 �/t/L�G� CL'/� C
Phone:
Contractor Name & Address:�t ! �r,/�b� N '362 /���1
L 3 'T 7f7 7 State License Number: _[`K'4�y, `fit l
'lot Z1yrt �6C�o act Person: /�t�1 ✓J 1 (�Y �J�' Phone: �7 �� 7
Phone & Fax: _tu
Bonding Company:
Address:
Mortgage Lender: _
Address:
Architect/Engineer:
Phonc:
11 'Z
Address: I D.,C) rL Fax:
04 &
Application is liereby made to obtain a permit to do the work and installations as indicated. 1 certify that n �vork or installation has commenced prior to the
issuance ora permit and that all work will be perronned to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit ]trust be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IIEA'fERS,'I'ANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that till work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE'I'0 RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOUK PAYING
TWICE: FOR IMPROVEMEN'I'S TO YOUR PROPERTY. IF YOU INTEND To OBTAIN FINANCING, CONSUL; I' WIT11 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 additio]lal permits required front other governmental entities such as wider otunaganeut districts, state agencies, or federal agencies.
Acceptance of f emitis verificatioII notify the owner I property
n a w]
Sig] of Owner/A�ent Date
t til
Print caner Agent's N ane ^
Signature ofNotarylStatc of Hurida 'D/ate(,/
waY �v� Nola Puitli, "ate of Florida
� `r; Rua J Purcell
is M Commission DD408593
wud�/�geiiits XUllis:i4Ah2_t#.1_ib_w_n to Me o
Produced ID
APPROVALS: ZON1 ' c G d flL: FD
USpecial Conditions:
Rcv 03/2006
of the require] 'lits of Flori LiV
FS V .
2t�'7
S 6 'rt ]re
oft
f 'onln or/Agent Date
Prim/t CC9retractor/Agent s Name ry
/ '; — 9yv
ignature of Nott -Stale of Florida Dale
�,p:m Pv,, �Plotaty Public State of Florida
Reed J Purcell
t? My Commission D0408593
Con :Tele Agenlia4' Me or, i
_Produccd�lDjy�'�"""�/T,�`d%.IP
ENG: BLDG:_
Windows and doors that open into the
swimming pool/spas area without a
fence barrier to prevent direct access
shall be protected in accordance with
FRC R 4101.17.1.9
Equipotential Bondinq grid Shall be
provided for the first 3 -feet of the
perimeter of paved surfaces of
swimming pools and spas. 2005 NEC
Article 680.26(C).
SCREEN ENCLOUSURE
48" HIGH CHILD SAFETY FENCE
The residential swimming pool barrier
and or its compliant safety components
shall be in pace prior to filling of the
pool. FRC R4101.17 '
Structural plan review is limited to a
general survey for code compliance. No
review is implied nor was taken to
verify structural adequacy
N 89" 56' 18" E 6U'
i �T-6" UTI ITY EASEMENT- `I
I Fi I
SCREEN ENCLOUSURE
DOORS TO BE SELF
CLOSING AND SELF
LATCHING
1 1 It. 4 in. r�
1
PDOLDAsS1GiV.iVAs'T
r
POOL EQUIPMENT
ELECTRIC METER
Code violations found during inspection
are required to be corrected.
Plan/permit issuance does not grant
approval of a code violation. 2004
FBC109.1
NOTES:
IF WATER SOURCE IS A PRIVATE WELL- PRE -FILTER
WATER TO FILL POOL
ALL METALLIC ITEMS WITHIN 5'-0" OF WATER'S EDGE OF
POOL TO BE BONDED WITH #8 SOLID INSULATED WIRE
(u.l. listed) FROM POOL STEEL, ALL GROUND WIRES
CONNECTED TO STEEL WITH BRASS GROUND
LUGS...... G.F.I. OUTLET 10' MIN. AND 20' MAX, FROM POOL
IF ENCLOSURE IS REQUIRED ADD SCREEN OR FENCE
AROUND POOL OR PROPERTY
GATES TO BE SELF CLOSING AND SELF LATCHING
PROVIDE DOOR AND WINDOW ALARMS AS REQUIRED
STEEL OVERLAP @ 48 TIMES DIAMETER
ESTABLISH THE LOCATION OF ALL UTILITIES AT
SWIMMING POOL CONSTRUCTION SITE AND HOLD
MINIMUM CLEARANCE DIMENSIONS ESTABLISHED BY
THE LOCAL REGULATORY AGENCY, ALLOW MIN. 10'
HORIZONTAL CLEARANCE FROM OVERHEAD ELECTRIC
LINES TO POOL WATER.
DECK SHALL HAVE A SLIP RESISTANT FINISH WITH NO
SHARP EDGES AND BE POSITIVELY SLOPED FOR
DRAINAGE
PROVIDE WEEP HOLES AND DEWATERING PUMPS AND
ANY OTHER METHODS NECESSARY TO PREVENT THE
POSSIBILITY OF THE POOL FLOATING DUE TO
HYDROSTATIC UPLIFT PRESSURE WHEN THE POOL IS
EMPTY.
BACKFILLING OF THE POOL SHALL BE DONE CAREFULLY
TO ASSURE THAT NO DAMAGE TO THE PIPING OCCURS
AND BACKFILLING SHALL BE DONE WITH CLEAN SOIL
FREE FROM ORGANICS AND DEBRIS AND SHALL BE
COMPACTED SO THAT NO VOIDS EXIST PROVIDING A
FIRM BEARING FOR THE DECK
ALL PIPING TO BE PVC SCHEDULE 40 MINIMUM AND ALL
PRESSURE PIPING AND MAIN DRAIN PIPING MUST BE
PRESSURE TESTED PRIOR TO GUNITE (CONCRETE)
THIS IS NOT A DIVING POOL.
SWIMMING POOL FILL HOSE TO BE EQUIPPED WITH
VACUUM BREAKER
LOCATE POOL RETURNS DOWN 18" MIN. BELOW THE
POOL BEAM
POOLDESIGNAET
1000 EAST ATLANTIC BLVD.
SUITE 100
POMPANO BEACH FLA 33060
(954) 941-1124
Info@swimmingpoolplan.com
CERTIFICATE OF AUTHORIZATION N. 9871
DESIGN PER FLORIDA BUILDING CODE 424.2
INCLUDING BUT NOT LIMITED TO
424.2.6.6 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
424.2.17 RESIDENTIAL SWIMMING BARRIER
REQUIREMENTS
REVISIONS
GENERAL NOTES: SrRUC'rURAL
1) PLANS DESIGNED PER 2004 F.B.C.
2) 'THE SITE MUST HAVE UNDISTURBED SAND, ROCK, SAND
AND ROCK, WITH A MINIMUM BEARING VALUE OF 1500 PSF.
3) THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS.
SOIL CONDITIONS IN THIS AREA HAVE BEEN BY PAST
EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK
OF SIMILAR SIZE AND DEPTH. IF CONDITIONS DIFFER FROM
CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE
NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS
PROJECT.
4) ALL CONCRETE SHALL CONFORM TO A.C.I 318.02,
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNi TE/SHOTCRETE)
5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BARS OR NEW BILLET STEAL CONFORMING TO
A.T.S.M.-15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN
ACCORDANCE WITH A.C.I. STANDARDS AND SPECIFICATIONS,
6) PIPING: ALL POOL PIPING SHALL BEAR THE N.S.F.-PW SEAL
OF APPROVAL AND SHALL BE SCHEDULE 40 P.V.C. MIN. POOL
PIPING TO COMPLY WITH F.B.C. POOL EQUIPMENT TO APPLY
TO F.B.C.
7) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED
THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC
WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL
MEET ALL REQUIREMENTS IN F.B.C.
rl
Or
KAREN M.fRS
1000 E ATLA TIC B VD
SUITE 100
POMPANO BEACH, FL 33060
P.E. 59993
POOL AREA PLAN
TITLE
TOL.ER RESIDENCE
DESCRIPTION
105 E END COURT
SANFORD, FL 32771
Scab: 1 in = 20ft. Oin.
DATE 2/2/2007
PAGE 1 OF 4
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RESIDENCE
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PLANS
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POOLDESIGN.NET
1000 EAST ATLANTIC BLVD.
SUITE 100
POMPANO BEACH FLA 33060
(954) 941-1124
Info@swirnmingpoolplan.com
CERTIFICATE OF AUTHORIZATION N. 9871
DESIGN PER FLORIDA BUILDING CODE 424.2
INCLUDING BUT NOT LIMITED TO
424.2.6.6 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
424.2.17 RESIDENTIAL SWIMMING BARRIER
REQUIREMENTS
REVISIONS
GENERAL NOTES: STRUCTURAL
1) PLANS DESIGNED PER 2004 F.B,C.
2) [HE SITE MUST HAVE UNDISTURBED SAND, ROCK, SAND
AND ROCK, WITH A MINIMUM BEARING VALUE OF 1500 PSF.
3) -THE FOLLOWING IS DETERMINED BY RATIONAL
ANALYSIS. SOIL CONDITIONS IN THIS AREA HAVE BEEN BY
PAST EXPERIENCE CAPABLE OF SUPPORTING A POOL AND
DECK OF SIMILAR SIZE AND DEPTH. IF CONDITIONS DIFFER
FROM CONDITIONS SPECIFIED ABOVE, THIS ENGINEER
SHALL BE NOTIFIED PRIOR TO FURTHER CONSTRUCTION
OF THIS PROJECT.
4) ALL CONCRETE SHALL CONFORM TO A.C.I 318.02,
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNI7E/SHO"TCRETE)
5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE
GRADE DEFORMED BARS OR NEW BILLET STEAL
CONFORMING TO A,'T,S.M.•15. STEEL SHALL BE BENT,
LAPPED, AND PLACED IN ACCORDANCE WITH A.C.I.
STANDARDS AND SPECIFICATIONS.
6) PIPING: ALL POOL PIPING SHALL BEAR THE N.S.F.-PW
SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V.C.
MIN. POOL PIPING To COMPLY WITH F.B.0 . POOL
EQUIPMENT TO APPLY TO F.B.C.
7) WATER SUPPLY AND DISPOSAL SHALL BE SO
ARRANGED THAT THERE IS NO CROSS CONNECTION WITH
A DOMESTIC WATER SUPPLY OR WATER DISPOSAL
SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F.B.C.
KARE AKERS
1000 E ATLANTIC BLVD
SUITE 100
POMPANO BEACH, FL 33060
P.E. 59993
LAYOUT PLAN
TITLE
TOLER RESIDENCE
DESCRIPTION
105 E END COURT
SANFORD, FL 32771
Scale: 1/4" = V-0"
DATE 2/2/2007
PAGE 2 OF 4
.e -
NOTE: ALL EMBEDDED ITEMS TO BE INSTALLED
1000 EAST ATLANTIC BLVD.
PRIOR TO GUNITE:
POMPANO BEACH FLA 33060
1. MAINDRAINS AND LINES
Info@ swi rnm ingpool plan. corn
2. SKIMMER
DESIGN PER FLORIDA BUILDING CODE 424.2
3. LIGHT NICHES
424.2.6.6 ENTRAPMENT PROTECTION FOR
4. RETURN LINES
5. CLEANING LINE
424.2.17 RESIDENTIAL SWIMMING BARRIER
6. SPA PLUMBING IF INSTALLED INSIDE WALL
7. BOND WIRE
6. WATER FEATURE LINES
AND ANY OTHER THROUGH WALL LINES AND
FIXTURES
GENERAL NOTES: STRUCTURAL
2" RETURN LINES
2" WATERFALL LINE
POOL LIGHT
1-1/2" VENT LINE
2" MAIN DRAIN LINE
2" UNDERPRESSURE LINE
2" SKIMMER LINE
2" CLEANER LINE
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POOL i
EQUIPMENT
I
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POOLDESIGNAET
1000 EAST ATLANTIC BLVD.
SUITE 100
POMPANO BEACH FLA 33060
(954) 941-1124
Info@ swi rnm ingpool plan. corn
CERTIFICATE OF AUTHORIZATION N. 9871
DESIGN PER FLORIDA BUILDING CODE 424.2
INCLUDING BUT NOT LIMITED TO
424.2.6.6 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
424.2.17 RESIDENTIAL SWIMMING BARRIER
REQUIREMENTS
REVISIONS
GENERAL NOTES: STRUCTURAL
1) PLANS DESIGNED PER 2004 F.B.C.
2) THE SITE MUST HAVE UNDISTURBED SAND, ROCK, SAND
AND ROCK, WITH A MINIMUM BEARING VALUE OF 1500 PSF.
3) THE FOLLOWING IS DETERMINED BY RATIONAL
ANALYSIS, SOIL CONDITIONS IN THIS AREA HAVE BEEN BY
PAST EXPERIENCE CAPABLE OF SUPPORTING A POOL AND
DECK OF SIMILAR SIZE AND DEPTH. IF CONDITIONS DIFFER
FROM CONDITIONS SPECIFIED ABOVE, THIS ENGINEER
SHALL BE NOTIFIED PRIOR TO FURTHER CONSTRUCTION
OF THIS PROJECT.
4) ALL CONCRETE SHALL CONFORM 'TO A.C.I 318.02,
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNITE/SHOTCRETE)
6) ALL REINFORCING STEEL SHALL BE INTERMEDIATE
GRADE DEFORMED BARS OR NEW BILLET STEAL
CONFORMING TO kns.M.-15. STEEL SHALL BE BENT,
LAPPED, AND PLACED IN ACCORDANCE WITH A.C.I.
STANDARDS AND SPECIFICATIONS,
6) PIPING: ALL POOL PIPING SHALL BEAR THE N.S.F.-PW
SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V.C.
MIN. POOL PIPING TO COMPLY WITH F.B,C . POOL
EQUIPMENT TO APPLY TO F.B.C.
7) WATER SUPPLY AND DISPOSAL SHALL BE SO
ARRANGED THAT THERE IS NO CROSS CONNECTION WITH
A DOMESTIC WATER SUPPLY OR WATER DISPOSAL
SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F.B.C.
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KAREwlK S
1000 E ATLANTIC BLVD
SUITE 100
POMPANO BEACH, FL 33060
P.E. 59993
PLUMBING PLAN
TITLE
TOLER RESIDENCE
DESCRIPTION
105 E END COURT
SANFORD, FL 32771
Scale; 1/4" = 1'-011
DATE 2/2/2007
PAGE 3 OF 4
POOL ELECTRICAL DETAIL
TO SERVICE
- G.F.I.
OUTLET
JUNCTION BOX --
locate 6" min, above
water line.
ALL ELECTRICAL TO
COMPLY TO N.E.C,
PER 2005 NEC (680.260 "EQUIPOTENTIAL 13ONDING GRIP"):
3' WIDE GRID OF SOLID COPPPER 48 AWG WIRE BURIED IN
SAND, GRID SHALL BE 12" CIC WITH MAX SIZE SQUARE OF 16".
COPPER CONDUCTORS SHALL BE •TERMINATED AT EACH
CROSSING BY EXOTHERMIC WELDING, LISTED PRESSURE
CONNECTORS, LISTED CLAMPS OR OTHER LISTED MEANS.
SCREEN FOOTER
DECK DETAIL.
36" X 8" STEM WALL �._IIIIIIII IIIII�
STRUCTURAL DETAIL
INTERLOCKING BRICK
PAVERS
-4--- BULLNOSE BRICK COPING
SLOPE DECK 1/8" PER
t ALL EQUIPMENT i COMPACTEDRLL.- rI _ 9— ~'- FOOT FROM POOL.
t INSTALLED PER I lift ��
r MANUFACTURER I ��
SPECIFICATIONS 1p 3#3s CONT 18" MIN. FROM TOP
I I
18" X 12" OF LIGHT TO
FOOTER W/ WATERLINE 8"AntiVortex
I
SWITCHES—o. 1 2 #5 CONT. I _ i 1 i #8 AWG BARE SOLID COPPER BONDING JUMPER SHALL BE / SecuredInIn P
I — 3 #12s IN 1/2" I N
CONDUIT I INSTALLED IN AT LEAST FOUR (4) LOCATIONS EQUALLY I - — — — -- — - So That Tool
SPACED AROUND PERIMETER OF THE POOL OR SPA.
` �_�COAT BOND CONNECTION Required For
#1 2sI----------------------------_- __---_-,-�W/ APPROVED POTTING
3 CON IN IT I min. 3" \
CONDUIT I 12V 1I8 AWG INSULATED COPPER / COMPOUND
TRANSFORMER WIRE EPDXY COATED (IN LIGHTCORD
CONDUIT) (IN CONDUIT) 300 WATT 12v REMOVABLE
UNDERWATER UL LIGHT
IME CLOCK WALLS ° o
6" FLOOR PEBBLE TEC °
OR
220v #8 AWG INSULATED COPPER POOL STEEL OVERLAP �-� DIAMOND
MOND BRITE ° o 0
PUMP WIRE GROUND TO POOL @ 48 TIMES DIAMETER #3 STEEL @ 12' O/ m PLASTER FINISH Gravel Sump°
MO TGR STEEL HORIZONTAL ° o
VERTICAL PROVIDE 3" MIN COVER TO DIRT
1.51 IP AND 2" MIN. COVER TO WATER
POOL PUMP ALL METALLIC ITEMS WITFI/N 5'-0" OF WATER'S EDGE OF POOL TO BE BONDED WITH #6 SOLID INSULA TED WIRE (0. //sled) FROM POOL
8 AM P STEEL, ALL GROUND WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS......G.F.1. OUTLET 10' MIN. AND 20' MAX. FROM POOL
ANTI -ENTRAPMENT POOL DETAIL '
A.- JUNCTION BOX
:15'MINIMUM FROM
WA'T'ER
MINIMUM
11 DEGREES MAX. ANGLE
FROM PLUMB \
4'-0"
POOLDESIGN.NGT
27'.0"
s"
FILTER DETAIL
i
36" X 8" STEM WALL,
55 ppm
STEEL REINFORCED
Smooth Troweled ; Eiz
7r AND FILLED
1,5 HP
CONCRETEBLOCK
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POOLPUMP
1-112"
CV
FILTER
95 qpni
B AMP
=n —
18 �
I W/ 2 #5 CONT.
_
4`
75 GPM
a I
Removal z
325 S,F,-
76 LF
✓ y
U,
Uam�
LU W
FROM CONDITIONS SPECIFIED ABOVE, THIS ENGINEER
SHALL BE NOTIFIED PRIOR TO FURTHER CONSTRUCTION
1.5
1 3'•0" I
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¢wo
STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNITE/SHOTCRETE)
"f *�
GRADE DEFORMED BARS OR NEW BILLET STEAL
�zg
i
'. • �' VENT LINE PER PLAN
STANDARDS AND SPECIFICATIONS.
MAIN DRAINS TO HAVE ANSI /
N
❑
ASME Al12.19.$M ANTI VORTEX
MAIN DRAIN LINE
3 WAY
COVER
POOL MAIN DRAIN
SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F.B.C.
°
�
W
VALVE
�)
1000 E ATLANTIC BLVD
o ° o LEss PER Fec 424
t115 SAFETY VACUUM RELIEF SYSTEM IS A NON•ECHANICAL
POOL MAIN DRAINS TO BE
VENT SYSTEM THAT WILL LIMIT THE
Hydrostatic ValVe
INSTALLED VAPART
SMISSION OF SUCTION AT THE OUTLET TO A MAX.
W/ WellPoint OF 4.; ' OF MERCURY
o ° o
TOLER RESIDENCE
S
105 E END COURT
z
DATE 2/4/2007
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VALVE %0
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POOL
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MAIN DRAINS
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A.- JUNCTION BOX
:15'MINIMUM FROM
WA'T'ER
MINIMUM
11 DEGREES MAX. ANGLE
FROM PLUMB \
4'-0"
POOLDESIGN.NGT
27'.0"
s"
#3s 16" O/C
i
36" X 8" STEM WALL,
55 ppm
STEEL REINFORCED
Smooth Troweled ; Eiz
7r AND FILLED
I
CONCRETEBLOCK
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i
Main Finish t LL
1-112"
CV
Be '
95 qpni
_ 18" X 12" FOOTER
=n —
18 �
I W/ 2 #5 CONT.
_
4`
STERNI WALL DETAIL
6" CERAMIC TILE
0 42"
R 0 12.,
12 !
7' m
SLOPE OF POOL BOTTOM NOT
TO EXCEED VIN 7'
�Z ---- 8" ANTIVORTEX MAIN DRAIN GRATE SECURED IN
PLACE SO TOOLS ARE REQUIRED FOR REMOVAL
HYDROSTATIC VALVE WITH WELLPOINT
GRAVEL SUMP
3'-0" SHEAR
DESCENT
WATER FAIL
VENT LINE TO BE 1ft MIN. ABOVE POOL WATER ANTI -
ENTRAPMENT
................................
11 drg maxi
Shall
PI
SIZE
i
i
55 ppm
iw
Smooth Troweled ; Eiz
1.0 hp =
7v gpm
Plaster Interior o
40 LF
i
Main Finish t LL
1-112"
zz f
Be '
95 qpni
1.1/2"
6" Thick WallsW
2.5.hp =
�I
s Are ' z
62 LF
a I
Removal z
1.1/2"
76 LF
✓ y
DECK OF SIMILAR SIZE AND DEPTH, IF CONDITIONS DIFFER
FROM CONDITIONS SPECIFIED ABOVE, THIS ENGINEER
SHALL BE NOTIFIED PRIOR TO FURTHER CONSTRUCTION
OF THIS PROJECT,
1 3'•0" I
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNITE/SHOTCRETE)
"f *�
GRADE DEFORMED BARS OR NEW BILLET STEAL
CONFORMING TO A.T,S.M.-15. STEEL SHALL BE BENT,
'. • �' VENT LINE PER PLAN
STANDARDS AND SPECIFICATIONS.
MAIN DRAINS TO HAVE ANSI /
SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V,C,
MIN. POOL PIPING TO COMPLY WITH F.B,C . POOL
ASME Al12.19.$M ANTI VORTEX
MAIN DRAIN LINE
ARRANGED THAT THERE IS NO CROSS CONNECTION WITH
COVER
POOL MAIN DRAIN
SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F.B.C.
°
° °
DETAIL
Threaded Plug -VENT IS UESIeNE0 TO EVACUATE SUCTION IN 3 SEC. OR
g
1000 E ATLANTIC BLVD
o ° o LEss PER Fec 424
t115 SAFETY VACUUM RELIEF SYSTEM IS A NON•ECHANICAL
POOL MAIN DRAINS TO BE
VENT SYSTEM THAT WILL LIMIT THE
Hydrostatic ValVe
INSTALLED VAPART
SMISSION OF SUCTION AT THE OUTLET TO A MAX.
W/ WellPoint OF 4.; ' OF MERCURY
o ° o
TOLER RESIDENCE
PUMPING FLOW RATES 60 TDH
HP FLOW RATE
SIZE
VENT PIPE
MAX LENGTH
3/4 hp =
55 ppm
-112'
29 LF
1.0 hp =
7v gpm
1-112"
40 LF
1.5 hp =
90 m
1-112"
49 LF
2.0 hp =
95 qpni
1.1/2"
51 LF
2.5.hp =
115 cgprn
1.1/2"
62 LF
2
150 gpm
1.1/2"
76 LF
BASED UPON STA -RITE MAX -E -PRO SELF PRIMING PUMP
1/4" TAP CON BOLTS
4" THICK CONCRETE SLA[
1/4" TAP CON BOLTS
SWIN
PIPE
PRESSURE FLOWS
CT10FLOW
SIZE
CAPACITY (10FPS)
CAPACITY (SFPS)
1.5"
60 gpm
49 gpm
2.0"
100 ppm
80 ppm
2.5"
150 gprn
t10 gpm
3.0"
220 gpinL0
qpm
r-1
L 1
CAPTILE
EDGE OF
CONTRASTING
COLOR
EQUIPMENT ANCHORAGE DETAIL
POOL SPECIFICATIONS
1000 EAST ATLANTIC BLVD.
SUITE 100
LENGTH
27'-0" WIDTH
14'-0'
MIN. DEPTH
3'-0" MAX. DEPTH
INCLUDING BUT NOT LIMITED TO
AREA
300 Sq. Ft. PERIMETER
72 Ft.
GALLONS
9,300 TURNOVER RATE
1.9 HOURS
INLETS
3 LIGHT(S)
300 W 12V
PUMP
1.5 HP FILTER
CARTRIDGE 325 S.F.-
SKIMMERS
1 I MAIN DRAINS
2
POOLDESION.NET
1000 EAST ATLANTIC BLVD.
SUITE 100
POMPANO BEACH FLA 33060
(954) 941-1124
info@swimmingpooiplan.com
CERTIFICATE OF AUTHORIZATION N. 9871
DESIGN PER FLORIDA BUILDING CODE 424.2
INCLUDING BUT NOT LIMITED TO
424,2.6.6 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
424.2.17 RESIDENTIAL SWIMMING BARRIER
REQUIREMENTS
REVISIONS
GENERAL NOTES: STRUCTURAL
1) PLANS DESIGNED PER 2004 F.B.C.
2) -THE SITE MUST HAVE UNDISTURBED SAND, ROCK, SAND
AND ROCK, WITH A MINIMUM BEARING VALUE OF 1500 PSF,
3) THE FOLLOWING IS DETERMINED BY RATIONAL
ANALYSIS. SOIL CONDITIONS IN THIS AREA HAVE BEEN BY
PAST EXPERIENCE CAPABLE OF SUPPORTING A POOL AND
DECK OF SIMILAR SIZE AND DEPTH, IF CONDITIONS DIFFER
FROM CONDITIONS SPECIFIED ABOVE, THIS ENGINEER
SHALL BE NOTIFIED PRIOR TO FURTHER CONSTRUCTION
OF THIS PROJECT,
4) ALL CONCRETE SHALL CONFORM TO A.C.I 318.02,
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNITE/SHOTCRETE)
5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE
GRADE DEFORMED BARS OR NEW BILLET STEAL
CONFORMING TO A.T,S.M.-15. STEEL SHALL BE BENT,
LAPPED, AND PLACED IN ACCORDANCE WITH A.C.I,
STANDARDS AND SPECIFICATIONS.
6) PIPING: ALL POOL PIPING SHALL BEAR THE N.S.F.-PW
SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V,C,
MIN. POOL PIPING TO COMPLY WITH F.B,C . POOL
EQUIPMENT TO APPLY TO F.B.C.
7) WATER SUPPLY AND DISPOSAL SHALL BE SO
ARRANGED THAT THERE IS NO CROSS CONNECTION WITH
A DOMESTIC WATER SUPPLY OR WATER DISPOSAL
SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F.B.C.
/l
07
KAREN M. AKERS
1000 E ATLANTIC BLVD
SUITE 100
POMPANO BEACH, FL 33060
I.E. 59993
DETAILS
TITLE
TOLER RESIDENCE
DESCRIPTION
105 E END COURT
SANFORD, FL 32771
DATE 2/4/2007
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