HomeMy WebLinkAbout105 E End Ct 07-1180 PoolPermit #
Job Address:
Description of Work: P�U L w 1 .` '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
IQte: 2— I— Olt-
�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
Addition/Alteration
Change of Service Temporary Pole
_ Replacement New (Duct Layout & Energy Calc. Required)
# of Water & Sewer Lines It of Gas Lines
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 '3G( /���1
L 3 'T 7 D 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 of a 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 additioial permits required front other governmental entities such as wider orurrgenicut districts, state agencies, or federal agencies.
Acceptance of f em it is verificatioII notify the owner I property
n a w]
Sigi of Owner/A�ent Date
t -e
Print caner Agent's N une ^
Signature of NotarylStatc of Hurida 'Da te(,/
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] 'nts of Flori Li a FS V .
2t�'7
S 6rt ]re oft
f 'onln or/Agent Date
Prim/t CContractor/Agent s Name ry
/ '; — 9yv
ignature of Note -Stale of Florida Dale
�,p:m Pv,, �Plotaty Public State of Florida
Reed J Purcell
t? My Commission D0408593
Con zTclo Agenlia4' Me or, i
_ Produccd� lD jy�'�"""�/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
1
PDOLDAsS1GiV.iVAs'T
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
ve
rify 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 I It. 4 in. r�
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
WALKING ROOM—
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RESIDENCE
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PLANS
CITY
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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)'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 (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
PRIOR TO GUNITE:
1. MAINDRAINS AND LINES
2. SKIMMER
3. LIGHT NICHES
4. RETURN LINES
5. CLEANING LINE
,
6. SPA PLUMBING IF INSTALLED INSIDE WALL
r
7. BOND WIRE
6. WATER FEATURE LINES
AND ANY OTHER THROUGH WALL LINES AND
FIXTURES
I
POOL i
EQUIPMENT
I
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I
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
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 1600 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" = 11-011
DATE 2/2/2007
PAGE 3 OF 4
POOL ELECTRICAL DETAIL
TO SERVICE
- G.F.I.
OUTLET
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SWITCHES—p
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N
3 #12s IN 1/2"
CONDUIT \
I
JUNCTION BOX
locate b" min, abov
water line. 111111
ALL ELECTRICAL TO
COMPLY TO N.E.C,
ALL EQUIPMENT
INSTALLED PER
MANUFACTURER
SPECIFICATIONS
�I
—I 3 #12s IN 1/2"
CONDUIT
12v
TRANSFORMER
1-11
PER 2005 NEC (680.26C "EQUIPOTENTIAL BONDING 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.
N " " 36X 8STEM WALL �..
I m.-11111111=1111111�1111111= IIIIII� 1111= IIIIII'�`
r COMPACTED FILL
INrI
�G 1,
I
18" X 12"
FOOTER W/
2 #5 CONT. �• - -
I #8 AWG BARE SOLID COPPER BONDING JUMPER SHALL BE /
INSTALLED IN AT LEAST FOUR (4) LOCATIONS EQUALLY I
SPACED AROUND PERIMETER OF THE POOL OR SPA. t`
'-----------------------___---- -----
#t3 AWG INSULATED COPPERWIRE EPDXY EPDXY COATED (IN LIGHTCORD
CONDUIT) (IN CONDUIT)
STRUCTURAL DETAIL
INTERLOCKING BRICK
PAVERS
�(-- BULLNOSE BRICK COPING
SLOPE DECK 118" PER
FOOT FROM POOL.
CONT 18" MIN. FROM TOP
OF LIGHT TO
WATERLINE
--_._,_,___COAT BOND CONNECTION
W/ APPROVED POTTING
COMPOUND
\300 WATT 12v REMOVABLE
UNDERWATER UL LIGHT
ANTI -ENTRAPMENT POOL DETAIL '
VENT LINE TO BE tft MIN. ABOVE POOL WATER
................................
11 drg max
Smooth Troweled ;
E
Plaster Interior
8" AntiVortex Main Finish I
!
°.' LLL
Drain Grate Shall Be
Secured In Place 6" Thick Walls
LU
So That Tools Are
z
�'
Required For Removal
z
ANTI-
�ENTRAPMENT
PER PLAN MAIN DRAINS TO HAVE ANSI I
ASME A112.19.$M ANTI VORTEX
�IME CLOCK �6" WALLS ° MAIN DRAIN LINE COVER
� � o
6'220v
6" FLOOR PEBBLE TECOR
#8 AWG INSULATED COPPER POOL STEEL OVERLAP �-�MOND BRITE o WIRE GROUND TO POOL @48 TIMES DIAMETER #3 STEEL@ 12' 0/ m PLASTER FINISH Gravel Sump°
STEEL HORIZONTAL & 0 ° ° 0
1.5 HP VERTICAL PROVIDE 3" MIN COVER TO DIRT °
AND 2" MIN. COVER TO WATER
POOL PUMP ALL METALLIC ITEMS WITHIN 5'-0" OF WATER'S EDGE OF POOL TO BE BONDED WITH #6 SOLID /NSULA'TED WIRE (Ud. //sled) FROM POOL
8 AM P STEEL, ALL GROUND WIRES CONNECTED TO STEEL WITI4 BRASS GROUND LUGS......G.F.1. OUTLET 10' MIN. AND 20' MAX. FROM POOL
FILTER DETAIL
1,5 HP
POOLPUMP
FILTER
B AMP
75 GPM
325 S,F,-
U,
Uam�
1.5
Zqo
¢Wo
g �z
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N
❑LU
3 WAY
W
VALVE
�)
S
Z
(V
m
W
N
o
;o
1y
3 WAY m
z
VALVE %0
N
0'
POOL
N
MAIN DRAINS
D
mmi
,
71
A
;�u
z
r—
r—
r
G
rn
A.- JUNCTION BOX
5' MINIMUM FROM
MINIMUM
11 DEGREES MAX. ANGLE
FROM PLUMB \
4'-0"
POOLDESIGN.NGT
27'.0"
8"
#3s 16" O/C
36" X 8" STEM WALL,
STEEL REINFORCED
AND FILLED
I
CONCRETEBLOCK
Ij,
+
CV
���PPP
_ 18" X 12" FOOTER
=n —
I W/ 2 #5 CONT.
STEM WALL DETAIL
6" CERAMIC TILE
0 42"
R 0 12„
12 !
7' m
SLOPE OF POOL BOTTOM NOT
TO EXCEED V IN 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
POOL MAIN DRAIN
°
° °
Threaded Plug
0 0 °
-VENT IS nESIeNEo r0 EVACUATE SUCTION IN 3 SEC. OR
LESS PER 424
-Tt115 SAFETY VACUUM RELIEF SYSTEM IS A NON-
DETAIL
POOL MAIN DRAINS TO BE
o
Hydrostatic ValVe
° W/ WellPoint
o ° o
MECHANICAL VENT SYSTEM THAT WILL LIMIT THE
AN
TRSMISSION OF SUCTION AT THE OUTLET TO A MAX.
OF 4.5"OF MERCURY
INSTALLED V APART
PUMPING FLOW RATES 60 TDH
VENT PIPE
SIZE MAX LENGTH
HP
FLOW RATE
3/4 hp =
55 pm
-112'
2g LF
1.0 hp =
7a gpm
1-1/2"
40 LF
1.5 hp =
90 m
1-1/2"
49 LF
2.0 hp =
95 qpni
1.1/2"
61 LF
2.5.hp =
115 cgprn
1.1/2"
62 LF
3.0 h =
150 gpm
1.1/2"
76 LF
BASED UPON STA-RITE MAX-E-PRO SELF PRIMING PUMP
w r. WP dF P0-0—L dEAV
c
1/4" TAP CON BOLTS
4" THICK CONCRETE SLAE
1/4" TAP CON BOLTS
PIPE
PRESSURE FLOWS
CT 0 FLOW
SIZE
CAPACITY (10FPS) CAPACITY (SFPS)
1.5"
60 gpm
49 gpm
2.0"
10o ppm
80 ppm
2.5"
150 gprn
t10 gpm
3.0"
220 gpin
180 qpm
r —1
L 1
CAPTILE
EDGE OF
CONTRASTING
COLOR
SWIMOUT DETAIL
EQUIPMENT ANCHORAGE DETAIL
POOL SPECIFICATIONS
LENGTH
27'-0"
WIDTH
14'-0'
MIN. DEPTH
3'-0"
MAX. DEPTH
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@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: 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 PSR
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 316.02,
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
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
PAGE 4 OF 4