HomeMy WebLinkAbout1111 Winsor Lakes Cirp CITY OF SANFORD PERMIT APPLICATION RECEIVED
Application # : (� �„'�'� Ca Y Submittal Date: 7` r,
111 �t)ion-Cyz LAIlrS ��1
Job Address: �.��� Value of Work: $ �� � L)ZJ. � `
Parcel ID: Zoning: _ Historic District:
Description of Work: 31y
t t DYl (� ` :?C) Square Footage: _
...............••.....••...........•...............•..............................a.•....•,. v..•.•,,.....>..,...........
Permit Type: Building Electrical IR/ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm 0 Pool e Sign ❑
Electrical: New Service—# of AMPS Addition/Alteration ❑ Change of Service ❑ Teinponny Pole ❑
Mechanical: Residential ❑ Non -Residential 0 Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # ofFixtures __ _ # of Water & Sewer Litres # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential ❑ . Commercial ❑
Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s):
Construction Type: # of Stories; # of Dwelling Units: Flood Zone: (FEMA form required)
...••.....................................................••••••••••••••••••••••••.••••••••••••••••.••••.............d•.
t
Property Owner: e(r M- (e 1 � Contractor: �U� e'oLs1 t."tr 1 L ^
� � `) t r�. 'P oat Address: i2 i yl "1 e ',� r t
Address: �,a� .�) e,c,,
Phone:
qui) "0 c / ,+ M060A- F(A—Jyyt Phone:,_I �8`'� Y.0t'I State License Number:
E-mail:
CC
Bonding Company: N'Cay� Mortgage Lender:
Address`. Address:
Architect/Engineer: _L(2( _
Address:,. L'-
F �
Plan Review Contact Person:
Phone: Fax:
Phone: 4,{) ? -
Fax:
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, IIEATERS, TANKSI and
AIR CONDITIONERS, eta
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate mid Urat all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMNIENCEMENI'.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other govermental entities such as water numagcl>)ent districts, state agencies, or federal agencies.
Acceptance f R rant is veri c tion that I will notify the owner of the property of the requirements VId -G
Signature of Owner/Agent Date Signa e o ' 'outrV for/AI} nt Date
Produced ID _�
APPROVALS: ZONING:
Special Conditions;
Rev 02/2007
Z eAw er
f�aifrrrEf�r/Agent'
7- 0-1
639800
Cuntractur/Agent is I/ Personally Known to Me or
_ Produced ID
FD: ENG:
100 )- 10 0
PAGE INDEX
SHEET DESCRIPTION
1 GENERAL LAYOUT
2 POOL DRAWING
3 POOL DETAILS
4 POOL & SPA GENERAL NOTES
AND POOL EQUIPMENT LIST
5 POOL FILTRATION SYSTEM
G)
n
OFFICE
Ali
Code violations found during inspection
are required to be corrected.
Plan/permit issuance does not grant
approval of a code violation. 2004
FBC109.1
4' HIGH ALUMINUM FENCE OR APPROPRIATE –/
BARRIER W/ SELF CLOSING & SELF LATCHING
GATE-,WLaLOCKING:ZEVICE_ SHALL BE INSTALLED
AROUND VAK PAK
kit
Structural plan review is limited to a
general survey for code compliance. No )u'.
review is implied nor was taken to
verify structural adequacy
PERMIT #
DAZE:
❑ MOUNT SAFETY EQUIPMENT
TO FENCE W/ SUITABLE
& STURDY MOUNTING SYSTEM
TO ENSURE EASY ACCESS
❑ 0 0 0 ❑
�GFIRECEPTACLE
0 10' / <201)
CON POST)
7'-1'—
CABANA TO BE CONSTRUCTED
BY OTHERS
ic
❑
❑
MAIL KIOSK
a
. . . . . . . . . . . 55 FT
❑ ❑�
0
AREA: . . . . . . . . . . . . . . .
0
LJl
. . .. . . . . . . . . 240 FT
LEJr�
. . . . . . . . . . . 61,514 GAL
FLOW RATE: . . . . . . . . . . . . . .
M
OFFICE
Ali
Code violations found during inspection
are required to be corrected.
Plan/permit issuance does not grant
approval of a code violation. 2004
FBC109.1
4' HIGH ALUMINUM FENCE OR APPROPRIATE –/
BARRIER W/ SELF CLOSING & SELF LATCHING
GATE-,WLaLOCKING:ZEVICE_ SHALL BE INSTALLED
AROUND VAK PAK
kit
Structural plan review is limited to a
general survey for code compliance. No )u'.
review is implied nor was taken to
verify structural adequacy
PERMIT #
DAZE:
❑ MOUNT SAFETY EQUIPMENT
TO FENCE W/ SUITABLE
& STURDY MOUNTING SYSTEM
TO ENSURE EASY ACCESS
❑ 0 0 0 ❑
�GFIRECEPTACLE
0 10' / <201)
CON POST)
7'-1'—
CABANA TO BE CONSTRUCTED
BY OTHERS
ic
ADDITIONAL SAFETY
EQUIPMENT a
CONSTRUCT 7' HIGH SHOWER 03
TO BE ATTACHED TO COLUMN
W/ 8" DIAMETER SHOWER HEAD
W/ PULL CHAIN ALSO INSTALL
HOSE BOBB W/ VACUUM BREAK.
0
4' HIGH ALUMINUM FENCE OR APPROPRIATE
BARRIER W/ SELF CLOSING & SELF LATCHING
GATE W/ LOCKING DEVICE SHALL BE INSTALLED
AROUND PERIMETER OF POOL COMPLEX
& IN CABANA TO TIE INTO BOTH SIDES OF
THE BUILDING
VAK PAK
AP32D-04L
Equipotential Bonding Grid Shall be
provided for the first 3 -feet of the
perimeter of paved surfaces of
swimming pools and spas. 2005 NEG
Article 680.26(C).
SEE SHEET 2 OF 5
FOR PIPE DATA
' I 0
d
M
1 ❑
5'
EB
n
❑
L o
ff ❑
0 0 ❑
INTERLOCKING BRICK PAVERS J
POOL DECK. SLOPE AWAY FROM
POOL 2% MIN -4% MAX
03
�J
❑ ❑ ❑
CONTRACTOR AND OWNER TO
DETERMINE THE EXACT LOCATION OF
PROPERTY LINES AND OTHER
CONTROLING FEATURES TO INSURE NO
CONFLICTS WITH THE POOL AND DECK
AREAS.
POOL DATA:
c
BATHING LOAD: . . . . . . . . . . . .
. . . . . . . . . . . . . 48 PERS
LENGTH: . . . . . .. . . . . . . . . .
. . . . . . . . . . . 55 FT
WIDTH: . . . . . . . . . . . . . . . .
. . . . . . . . . . . . ..24 FT
AREA: . . . . . . . . . . . . . . .
. . . . . . . . . . . . 1,935 SF
L
. . .. . . . . . . . . 240 FT
VOLUME: . . . . . . . . . . . . . . .
. . . . . . . . . . . 61,514 GAL
FLOW RATE: . . . . . . . . . . . . . .
M
DEPTHS: . . . . . . .. . . . . . . . .
. . . . . . . . . . . 3.5' – 5'
�i .
ADDITIONAL SAFETY
EQUIPMENT a
CONSTRUCT 7' HIGH SHOWER 03
TO BE ATTACHED TO COLUMN
W/ 8" DIAMETER SHOWER HEAD
W/ PULL CHAIN ALSO INSTALL
HOSE BOBB W/ VACUUM BREAK.
0
4' HIGH ALUMINUM FENCE OR APPROPRIATE
BARRIER W/ SELF CLOSING & SELF LATCHING
GATE W/ LOCKING DEVICE SHALL BE INSTALLED
AROUND PERIMETER OF POOL COMPLEX
& IN CABANA TO TIE INTO BOTH SIDES OF
THE BUILDING
VAK PAK
AP32D-04L
Equipotential Bonding Grid Shall be
provided for the first 3 -feet of the
perimeter of paved surfaces of
swimming pools and spas. 2005 NEG
Article 680.26(C).
SEE SHEET 2 OF 5
FOR PIPE DATA
' I 0
d
M
1 ❑
5'
EB
n
❑
L o
ff ❑
0 0 ❑
INTERLOCKING BRICK PAVERS J
POOL DECK. SLOPE AWAY FROM
POOL 2% MIN -4% MAX
03
�J
❑ ❑ ❑
CONTRACTOR AND OWNER TO
DETERMINE THE EXACT LOCATION OF
PROPERTY LINES AND OTHER
CONTROLING FEATURES TO INSURE NO
CONFLICTS WITH THE POOL AND DECK
AREAS.
POOL DATA:
c
BATHING LOAD: . . . . . . . . . . . .
. . . . . . . . . . . . . 48 PERS
LENGTH: . . . . . .. . . . . . . . . .
. . . . . . . . . . . 55 FT
WIDTH: . . . . . . . . . . . . . . . .
. . . . . . . . . . . . ..24 FT
AREA: . . . . . . . . . . . . . . .
. . . . . . . . . . . . 1,935 SF
PERIMETER: . . . . . . . . . . . . . .
. . .. . . . . . . . . 240 FT
VOLUME: . . . . . . . . . . . . . . .
. . . . . . . . . . . 61,514 GAL
FLOW RATE: . . . . . . . . . . . . . .
. . .. . . . . 240 GPM
DEPTHS: . . . . . . .. . . . . . . . .
. . . . . . . . . . . 3.5' – 5'
RESTROOM NOTES:
1. TOILETS AND SHOWER FLOORS SHALL BE CONSTRUCTED OF
CONCERTS OR OTHER IMPERVIOUS MATERIAL HAVING A SMOOTH SLIP
RESISTANT FINISH.
2. FLOOR SHALL SLOPE TO FLOOR DRAINS WITH WALL–FLOOR
INTERSECTIONS COVED FOR CLEANING.
3. CARPET, DUCKBOARDS, OTHER SIMILAR FLOOR COVERINGS ARE
PROHIBITED.
4. INTERIOR PARTITIONS SHALL BE PLACED ON A CONTINUOS 4" HIGH
CONCRETE BASE.
5. ENTRANCE DOORS SHALL BE LABELED TO DEPICT EACH SEX.
6. SANITARY FACILITIES ARE TO BE MAINTAINED IN A CLEAN
SANITARY MANNER AND BE SUPPLIED WITH SOAP, PAPER TOWELS,
TOILET PAPER AND OTHER ITEMS ASSOCIATED WITH SANITARY
FACILITIES.
7. A HOSE BIBB WITH A VACUUM BREAK WILL BE LOCATED NEAR
EACH RESTROOM.
8. SIGNS SHALL BE POSTED IN MINIMUM 1 HIGH LETTERS, LEGIBLE
FROM ALL PORTIONS OF THE POOL DECK, SHOWING DIRECTION TO
SANITARY FACILITIES.
9. WALKWAYS BETWEEN THE POOL AND SANITARY FACILITIES SHALL
BE COCNREfE WITH A NON–SLIP FINISH.
10.THERE SHALL BE NO FOOD OR DRINK SERVING FACILITIES WITHIN
12' OF THE INNER EDGE OF THE POOL DECK.
11.I1F THE POOL CATERS TO FAMILIES WITH SMALL CHILDREN, DIAPER
CHANGING TABLES SHALL BE INSTALLED.
n r
SITE
NORTH F°
APPROVALS:
NROVISOS:
Pools that are not intended to be utilized for officially
sanctioned competition may install lap lane markings
provided they meet the following criteria: The markings
must be 2 to 6 inches wide, they must terminate five feet
from the end wall in a "T" with the "T" bar at least 18 inches
long, they must be placed at 7 foot intervals on center and
be no closer than 4 feet from any side wall, steps or other
obstructions. A2 to 6 inch wide 18 inch x 18 inch target (+)
may be installed on the pool wall. rile used in less than 5
feet of water must be slip resistant. Floating rope lines
associated with lap lanes must riot obstruct the entrance or
exit from the pool and are prohibited when the pool is open
for general use.
All protruding corners shall have a minimum two inch
radius.
Diaper changing table shall be provided in each poolside
bathroom.
Mark Pabst
�rivlronmeninl 1~ngina�rins �ivislotl
A j
(3F i' E r::�;a4t➢;
of I i :flfla
i -
I"3 19 JUS? �
APR 2 2007
9
PROJECT:
WINDSOR LAKES
SANFORD, FL.
r
` DESIGN: SHEET:
i GORDON H. SHEPARDSON
1717 GOLFSIDE DRIVE
DON N. SH P RDSOk LATER PARK FLORIDA 32792 OF:
L PE N 1 3 PHONE 407-657-4133 5
c
r � -
" 1
ra.
u.J
I V L'i
Mark Pabst
�rivlronmeninl 1~ngina�rins �ivislotl
A j
(3F i' E r::�;a4t➢;
of I i :flfla
i -
I"3 19 JUS? �
APR 2 2007
9
PROJECT:
WINDSOR LAKES
SANFORD, FL.
r
` DESIGN: SHEET:
i GORDON H. SHEPARDSON
1717 GOLFSIDE DRIVE
DON N. SH P RDSOk LATER PARK FLORIDA 32792 OF:
L PE N 1 3 PHONE 407-657-4133 5
u
0
0
13-13
o
°
a °I
o—
- i I
k2_
„2” VACUUM
8 GUTTER8" MAINDRAIN-L4" RETURN
EQUALIZER
U-0-0-13-13
n II
-4-y�•-- -- = 5-. —.- 5.-� I o
III,I
o ,
3.5 5 I I a
I
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0 [1-13
I 1 1
r I 4 it o
I
Al I I
I
` III i
I jl.
5-2
4�
� iill
rcl
II
VACUUM LINE W/ �y�1
SPRING LOADED COVER v • X.
44 REI
I
I
LADDER 5,0'
j I v
I " �•, I II
L... —•-- — -- — -- — -- — -- — — —-� --- — -- I
2
\4"
° a„ I I o
I I
I� : I I
I I
I� II13
a °
I
LlJj Ii j I
13
I
o— — — — — —
o°
_ a [1-13-13-11—
0
J o
LEGEND POOL PLAN
—�-'2 PIPE DIAMETER CALLOUT
FLOOR INLET NORTH
LIGHT
n OVERFLOW GUTTER 5'
Fn
MAIN DRAIN 0' 151---�
WATER LINE
POOL DEPTH
I 3'-6'
� 31.33 i
IL
6' THICK MINIMUM CONCRETE REINFORCED
W/ #3 REBAR @ 12' ON CENTER EACH WAY
0
POOL DATA:
BATHING LOAD: . . . . . . . . . . .
. . . . . . . . . .... . . . 48 PERS
LENGTH: . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . 55 FT
WIDTH: . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . 24 FT
LADDER
. . . . . . . . . . . . . 1,935 SF
PERIMETER: . . . . . . . . . . . . .
. . . . . . . . . . . . . 240 FT
VOLUME: . . . . . . . . . . . . . . .
II
2
„
X
. . • . . . . . . . . . 240 G P M
DEPTHS: . . . . . . . . . . . . . . .
. . . . . . . . . . . . 3.5, _ 5,
300 WATT VACUUM LINE W/
LIGHT (TYP) SPRING LOADED COVER
*-2"
I
III o
i
j
10'7'-6'
<TYP) �.•
�.•
1-6a
TYP)
I I
j I
II.
` a n .�
5A'
I I a
..
I
0' �� �� \.•
T
I I
rcl
II
VACUUM LINE W/ �y�1
SPRING LOADED COVER v • X.
44 REI
I
I
LADDER 5,0'
j I v
I " �•, I II
L... —•-- — -- — -- — -- — -- — — —-� --- — -- I
2
\4"
° a„ I I o
I I
I� : I I
I I
I� II13
a °
I
LlJj Ii j I
13
I
o— — — — — —
o°
_ a [1-13-13-11—
0
J o
LEGEND POOL PLAN
—�-'2 PIPE DIAMETER CALLOUT
FLOOR INLET NORTH
LIGHT
n OVERFLOW GUTTER 5'
Fn
MAIN DRAIN 0' 151---�
WATER LINE
POOL DEPTH
I 3'-6'
� 31.33 i
IL
6' THICK MINIMUM CONCRETE REINFORCED
W/ #3 REBAR @ 12' ON CENTER EACH WAY
0
POOL DATA:
BATHING LOAD: . . . . . . . . . . .
. . . . . . . . . .... . . . 48 PERS
LENGTH: . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . 55 FT
WIDTH: . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . 24 FT
AREA: . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . 1,935 SF
PERIMETER: . . . . . . . . . . . . .
. . . . . . . . . . . . . 240 FT
VOLUME: . . . . . . . . . . . . . . .
. . . . . . . . . . . 61,514 GAL
FLOW RATE: . . . . . . . . . . . . .
. . • . . . . . . . . . 240 G P M
DEPTHS: . . . . . . . . . . . . . . .
. . . . . . . . . . . . 3.5, _ 5,
NOTES:
1. THE VERTICAL CLEARANCE ABOVE THE POOL DECK SHALL BE AT LEAST 7'-0".
2. DARK, CONTRASTING PERMANENT, 4" HIGH "NO DIVING" TILES ARE TO BE INSTALLED ON TOP OF THE
POOL DECK.
3. A 6" TILE WITH A 4" OR LARGER RED INTERNATIONAL "NO DIVING" SYMBOL MAY BE SUBSTITUTED FOR
THE "NO DIVING" TILE MARKINGS.
4. SLOPE DECK AWAY FROM POOL.
5. CABANA AND RESTROOM ARE TO BE DESIGNED AND BUILT BY OTHERS.
6. RESTROOM FACILITIES MUST CONFORM WITH THE "AMERICANS WITH DISABILITIES ACT (ADA)
REQUIREMENTS.
7. THE MAXIMUM SPACING BETWEEN RETURN LINES IS 20'-0".
8. INSTALL 4'-0" HIGH ALUMINUM FENCE (OR EQUIVALENT) CONTINUOUS AROUND THE PERIMETER OF THE
DECK AND TIE INTO CABANA ON EACH SIDE.
9. INSTALL 4'-0" MIN. HEIGHT SELF-CLOSING AND SELF -LATCHING, LOCKABLE SWING GATES AT THE
CABANA ENTRANCE TO THE POOL AND AT THE SOUTH WEST END OF THE DECK.
10•GATE LATCHES MUST BE A MINIMUM OF 54 INCHES FROM THE BOTTOM OF THE GATE OR AT LEAST 3"
BELOW THE TOP OF THE GATE ON THE POOL SIDE.
11.GATES AND FENCE ARE TO BE GROUNDED PER THE FLORIDA BUILDING CODE.
12.INSTALL 4'-0" FENCE AROUND THE EQUIPMENT AREA AS SHOWN, ALSO WITH A SELF-CLOSING,
SELF -LATCHING GATE WITH A LOCKING DEVICE. PROVIDE AT LEAST 4'-0" OF CLEARANCE ON THE
OPENING SIDE OF THE EQUIPMENT ENCLOSURE.
13•POOL DECK TO BE CONSTRUCTED WITH INTERLOCKING BRICK PAVERS. POOL WET DECK SHALL HAVE A MINIMUM
UNOBSTRUCTED WIDTH OF 4'-0" AROUND THE PERIMETER OF POOL, POOL CURBS, LADDERS, HANDRAILS,DIVING
BOARDS, DIVING TOWERS & SLIDES
APPROVALS:
PLANb
CITY
? PROJECT:
DAIL WINDSOR LAKES
SANFORD, FL.
ry DESIGN: SHEET:
GORDON H. SHEPARDSON
G.� _ _ 1717 GOLFSIDE DRIVE 2
G RD0 . HEP SON WINTER PARK FLORIDA 32792 OF:
ci ac un toy PHONE 407-657-4133 5
THE LIP OF THE PERIMETER OVER -FLOW GUTTER SHALL BE
UNIFORMLY LEVEL WITH A MAX TOLERANCE OF 1/4'
BETWEEN HIGH AND LOW AREAS (+/-1/8'),
THE GUTTER SHALL SLOPE 2' (+/- 1/4') FROM THE LIP
TO THE DRAIN INLETS, THE BOTTOM OF THE GUTTER SHALL
BE LEVEL OR SLOPE TOWARD THE DRAINS,
DEPTH MARKER TO BE 4' HIGH MINIMUM,
CONTRASTING COLOR, AND VISIBLE FROM
INSIDE OF POOL AND FROM DECK WITHIN
2'-0' OF WATER LINE, ALL MARKINGS ON
THE DECK ARE TO BE SLIP RESISTANT,
BRICK COPING A F
EXPANSION JOINT
AS REQUIRED
INTERLOCKING�L'�c
BRICK PAVER DECK ,
MARCITE
BULL NOSE TILE
2' MINIMUM
GUTTER & MARKINGS
9
NOT TO SCALE BULLNOSE, SLIP
RESISTANT, DARK TILE
W/ CONTRASTING COLOR
(MUNSEL SCALE READING OF 1-4)
ON ALL STEPS AND
ENTIRE PERIMETER
TREADS = 4'-0'
4'-0"
MIN, CLR. TO EDGE
DF DECK
ESCHUTCHEON
-WEDGE ANCHOR
- `-- BRASS 'RAIL CAP' W/ N,E,C,
APPROVED GROUND WIRE
ATTACHMENT AND ATTACHED
V-0' a ;, j TO THE COMMON BONDING GRID,
TYP, cu 11
F=11I- GROUND WIRE
NOTE:
.• DARK CONTRASTING COLORED TILE ON THE TREAD
_—Tr1=11i=ID=TiT=III=rri=lei-1T< AND RISER FOR THE FULL LENGTH OF THE STEPS.
TSI I II I I II rl I1=„I I ITI I I=i ”' TREAD TILE TO BE SLIP RESISTANT,
STEP DETAIL
NOT TO SCALE
LADDER CROSS BRACED AND INSTALLE-I
PER MANUFATURER'S SPECIFICATIONS
ALL LADDER TREADS SHALL'
HAVE SLIP RESISTANT FINISH
3' MIN. TO 6' MAX,
BETWEEN TREAD AND
POOL WALL
THOSE AREAS OF THE POOL
THAT ARE NOT PART OF AN
APPROVED DIVING BOWL
SHALL HAVE PERMANENT, SLIP
RESISTANT, DARK CONTRASTING
4' HIGH, 'NO DIVING' TILE
MARKINGS ON THE POOL DECK
WITHIN 2' OF THE WATER
LINE, A MAXIMUM PERIMETER
W DISTANCE OF 25' BETWEEN
L MARKINGS.
A 6' SLIP RESISTANT TILE
ID
WITH A 4 DR LARGER, RED
INTERNATI❑NAL 'N❑ DIVING'
'—� SYMBOL MAY BE SUBSTITUTED
IIF=1_III 2 FOR THE 'NO DIVING'
VIII- MARKINGS•
Till
' THE UPPER PART OF THE
POOL WALLS (AREAS OF 5'
11 OR LESS DEPTH) ARE WITHIN
I_ 5 DEGREE VERTICLE FOR AT
LEAST 2.5' AND THE RADIUS
:.1• JOINING THE UPPER SECTI❑N
}'
TO THE FLOOR DOES NOT
EXCEED 2,5',
THE UPPER PART OF THE
POOL WALLS (AREAS GREATER
THAN 5' OF DEPTH) WITHIN 5
DEEP END DETAIL
DEGREES OF VERTICLE FOR A
NOT T❑ SCALE MIN, DEPTH EQUAL TO THE
POOL WATER DEPTH MINUS
2.5' FROM WHICH POINT THE
WALL MAY J❑IN THE FLOOR
WITH A MAX, RADIUS OF 2.5',
STEP @ GUTTER
NOT TO SCALE
#4 REBARS, CONTIN•
ESCHUTCHEON IN BOND BEAM
-WEDGE ANCHOR #4 REBARS, 1212' ON CENTER
WITH 20' LAP IN BOND BEAM
BRASS 'RAIL CAP' W/ N,E,C,
APPROVED GROUND WIRE
ATTACHMENT AND ATTACHED
TO THE COMMON BONDING GRID.
D WIRE
LADDER DETAIL
NOT TO SCALE
WASTELINE AIR GAP
NOT TO SCALE
BULLNOSE, SLIP
RESISTANT, DARK TILE
W/ CONTRASTING COLOR
(MUNSEL SCALE READING OF 1-4)
ON ALL STEPS AND
ENTIRE PERIMETER
4' PVC WASTELINE
TO RETENTION POND,
POOL FLOOR
FLOW ADUSTMENT RING
(D
NON -SHRINK --J �— PVC PIPE
FLOOR INLETS SHALL NOT
PROTRUDE ABOVE THE POOL
FLOOR AND SHALL BE
INSTALLED SO THEY D❑ NOT
CONSTITUTE SHARP EDGES OR
PR❑TRUSIONS HAZARDOUS TO
POOL BATHERS,
GROUT
FLOOR RETURN DETAIL
NOT TO SCALE
SHALLOW END DETAIL
NOT TO SCALE ,
GRATE SECURED W/ 12'x12' MAIN DRAIN (HAYWOOD OR EQUAL
TAMPER PROOF SCREWS SAFETY LOCKING FRAME AND GRATE),
MAX, VELOCITY NOT TO EXCEED 1,5FT PER SEC,
DEAD LINE TO SURFACE AND CAP
OUTSIDE THE DECK AREA (OPTIONAL
DEPENDING ON GROUND WATER CONDITIONS)
4
5' MAIN DRAIN OUTLET
AUTOMATIC HYDROSTATIC
RELIEF VALVE
Aolf t$ERGALSS MAIN DRAIN MAY 2' PERFORATED WELL POINT
BE USED IN LIEU OF CONCRETE IN 3 C.Y. OF CRUSHED ROCK
MAIN DRAIN DETAIL
NOT TO SCALE
MIN, 5'-0' CLR,
EACH WAY
STEP DETAIL III
3'-0"
NOT TO SCALE
Ik
co
W/B JIB,
4'-0" MIN. z
a
CC)
-��1IIl
\— 3/4' PVC CONDUIT
NICHE LINER
PREFAB LIGHT NICHE
A
N JOINT LIGHT NICHE DETAIL
RETE COPING WITH NOT TO SCALE
1'-0'RLOCKING BRICK,
R DECK
SLOPE
- IN,/4% MAX,
APPROVALS:
O
i
6X6 SLIP
T E RESISTANT TILES
NOTE,
IN THIS POOL LFORSWIM
SANCTIONEDEETS•
_j
LAP LANE FLOOR DETAIL
NOT TO SCALE
a
'cv
I� IIILIi11M
' L"rll PIPE SUPPORT AS REQUIRED,
1 .; P Q:
o IIII—
~ I�IDm�
DRAIN LINE
-
BULL NOSE TILE
45
_ STATIC LINE W/ GRATE INSERT
6' TILE
�II�
I.T
Q VACCUUM FITTING W/ SPRING
I
2: m= LOADED SAFETY COVER
#3
REBAR @ 12' ON
a
r1r
•
CENTER EACH WAY
NOTE,
IF PIPES ARE NOT SUPPORTED DIRECTLY ON
6'
THICK CONCRETE WALL
ROCK OR COMPACTED FILL, APPROVED PIPE
HANGERS AND SUPPORTS ARE TO BE USED.
BOND BEAM
DETAIL
FIXTURE LOCATION
NOT TO SCALE
NOT TO SCALE
RDOOS RDSON33
19
'
PROJECT:
DESIGN:
GORDON H. SHEPARDSON
1717 GOLFSIDE DRIVE
` -WINTER PARK FLORIDA 32792
PHONE 407-657-4133
SHEET:
3
OF:
5
GENERAL NOTES
1. CONCRETE FOR POOL SHALL BE 3000 PSI. 28 DAY COMPRESSIVE STRENGTH
2. CONCRETE FOR PATIO SHALL BE 2500 PSI,
3. ALL POOL & PATIO CONSTRUCTION SHALL COMPLY WITH THE FLORIDA
ADMINISTRATIVE CODE CHAPTER 64E-9 AND FLORIDA STATUTE CHAPTER 514,
THE FLORIDA BUILDING CODE, BUILDING 2004 W/ 2006 REVISIONS, ANSI/NSPI
NATIONAL STANDARD NO.1 STANDARD FOR PUBLIC SWIMMING POOLS, ANSI/NSPI
NATIONAL STANDARD NO.2 AMERICAN NATIONAL STANDARD FOR PUBLIC SPAS,
4. REINFORCING STEEL SHALL COMPLY WITH ASTM 615 GRADE 40
5. THE POOL AND PATIO SHALL BEAR ONLY ON CLEAN SAND OR ROCK ALL
ORGANIC SOILS OR MARLS ENCOUNTERED ON EXCAVATION, SHALL BE REMOVED
IN THEIR ENTIRETY AND BACKFILLED WITH ROCK 1500 PSI BEARING CAPACITY
IS REQUIRED.
6. OWNER AND CONTRACTOR SHALL VERIFY POOL LAYOUT AND ALL DIMENSIONS.
NOTIFY ENGINEER OF ANY CHANGES AND OBTAIN REVISED PLANS FOR CHANGES.
7. ALL HOSE BIBBS SHALL HAVE VACUUM BREAKERS,
8. NO OVERHEAD WIRING WITHIN 10' OF POOL.
9. ELECTRICAL EQUIPMENT WIRING AND INSTALLATION SHALL CONFORM WITH THE
THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, THE NATIONAL FIRE
PROTECTION ASSOCIATION AND SHALL COMPLY WITH APPLICABLE LOCAL CODES.
10. EQUIPOTENTIAL BONDING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH
ARTICLE 680.26 OF NEC 2005.
11. ALL PVC. PIPE SHALL BE SCHEDULE 40 ( SCHEDULE 80 WHERE REQUIRED BY
LOCAL CODE ) AND BE IMPRINTED WITH THE MANUFACTURES NAME AND THE
NSF -PW LOGO. ( RATINGS BE IN EXCESS OF THE EXTERNAL PRESSURES
ON THE INSTALLED PIPE ). SO 90 DEGREE FITTINGS ARE NOT PERMITTED ON
SUCTION PIPING MORE THAN 2.0' BELOW GRADE. ALL PVC PIPING SUBJECT TO
A PERIOD OF PROLONGED SUNLIGHT EXPOSURE MUST BE COATED TO PROTECT
IT FROM ULTRAVIOLET LIGHT DEGRADATION.
11. ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE ( GATE
VALVES ARE NOT ACCEPTABLE FOR THIS PURPOSE ) RETURN, MAIN DRAIN,
AND SURFACE OVERFLOW SYSTEM LINES SHALL EACH HAVE VALVES
DESIGNED FOR PROPORTIONAL FLOW.
12. CLEARANCE FOR ALL FLOW METERS SHALL BE AS RECOMMENDED BY THE
MANUFACTURE.
13. THE POOL SHALL BE LIGHT IN COLOR WITH A SMOOTH, SLIP RESISTANT FINISH.
14. THE UPPER PART OF THE POOL WALLS ( FIRST 5 FEET ) SHALL BE WITHIN
5 DEGREES OF VERTICAL FOR AT LEAST 2'-6". OVER 5' OF DEPTH WITHIN
5 DEGREES OF VERTICAL FOR A MINIMUM DEPTH EQUAL TO THE POOL DEPTH
MINUS 2'-6" AND THE RADIUS JOINING THESE UPPER SECTIONS TO THE FLOOR
SHALL NOT EXCEED 2'-6".
15. IF CHEMICALS ARE STORED, PROVISIONS SHALL BE MADE FOR THE STORAGE OF
CHEMICALS UNDER ROOF AND PROTECTED FROM ACCESS BY UNAUTHORIZED PERSONS.
CHEMICALS SHALL BE STORED IN WELL -VENTILATED AREA UNDER A ROOF AND NOT
IN EQUIPMENT ENCLOSURES.
EQUIPMENT ENCLOSURES CONTAINING LIQUID CHEMICAL CROCKS SHALL HAVE LOUVERS
AND FORCED ARE EXHAUST NEAR CROCKS
CHEMICALS CROCKS AND LIDS SHALL BE LABELED TO INDICATE CONTENTS.
16. MIN. 4" HIGH PERMANENT TILE DEPTH MARKING WITH COLOR CONTRASTING TO THE
BACKGROUND SHALL BE LOCATED ON BOTH SIDES OF THE POOL AT THE
SHALLOW END. SLOPE BREAK, DEEP END WALL AND DEEP POINT WITH A
MINIMUM PERIMETER DISTANCE BETWEEN DEPTH MARKINGS OF 25'. LOCATE AT
OR ABOVE THE WATER LEVEL ON THE INSIDE WALL OF THE POOL AND ON
THE POOL DECK WITHIN 3' OF THE POOL WATER ! OR ON BACK OF CURB )
FULL OR ABBREVIATED WORDS 'FEET' OR 'INCHIES MARKINGS SHALL BE PROVIED
FOR DEPTH MARKINGS AND SHALL BE A MIN. 4" HIGH.
DEPTH MARKERS SHALL INDICATE POOL DEPTH WITHIN 3 INCHES AT
NORMAL OPERATING WATER LEVEL WHEN MEASURES 3 FEET FROM THE POOL WALL
17. INSTALL DARK CONTRASTING, SLIP RESISTANT, PERMANENT, 4" HIGH "NO DIVING" TILE
MARKINGS ON THE POOL DECK WITHIN 2 FEET OF THE POOL WATER ON EACH
SIDE OF THE POOL MAXIMUM OF 25 FEET "EEN MARKINGS. A 6" .TILE WITH A 4"
OR LARGER RED, INTERNATIONAL "NO DIVING SYMBOL MAY BE SUBSTITUTED
FOR THE " NO DIVING* MARKINGS.
18. THE FILTER ENCLOSURE SHALL NOT BE USED FOR STORAGE OF CHEMICALS OR FOR
THE STORAGE OF OTHER ITEMS TO THE EXTENT THAT FILTER ENCLOSURE IS
IMPAIRED FOR INSPECTION OR OPERATION OF THE FILTER SYSTEM AND SHALL
BE LIGHTED TO PROVIDE A MINIMUM OF 30 FOOT CANDLES OF ILLUMINATION AT
THE FLOOR LEVEL AND SHALL BE PROTECTED FROM ACCESS BY UNAUTHERIZED
19. GROUND ALL ELECTRICAL BOXES, LADDERS, HANDRAILS, LIGHTS, MOTORS, ECT.
ASSOCIATED WITH POOL W/#8 WIRE CONFORMING TO THE N.E.C.
20. LIFE SAVING EQUIPMENT SHALL CONSIST OF MIN. (2) TWO SHEPARDS HOOK,
ONE PIECE POLE MIN. 16' IN LENGTH MIN. (2) TWO 18" LIFE RING W/50' ROPE.
21. FIRST AID EQUIPMENT SHALL BE AVAILABLE FOR USE IN CONNECTION WITH
INJURIES WHICH MAY OCCUR IN THE POOL OR ON THE DECK.
22. CLEANING EQUIPMENT SHALL CONSIST OF 18" VACUUM CLEANER W/50' FLEXIBLE
PLASTIC HOSE, 18" WALL BRUSH AND ALUMINUM POLE W/EXTENDABLE HANDLE.
23. POOL RULES AND REGULATIONS FOR BATHERS SHALL BE POSTED NEAR POOL SIDE
AND LEGIBLE FROM THE POOL DECK. LETTERING SHALL BE A MIN. 1" IN HEIGHT.
EXCEPT NO DIVING LETTERS SHALL BE A MIN. OF 4" IN HEIGHT AND SHALL CONTAIN
THE FOLLOWING:
1. NO FOOD, DRINK, GLASS, OR ANIMALS IN POOL OR ON POOL DECK
2. BATHING LOAD 48 PERSONS
3. POOL HOURS: DAWN TO DUSK
4. SHOWER BEFORE ENTERING
5. NO DIVING
24. THIS PLAN DOES NOT INCLUDES LIGHTING FOR NIGHT OPERATIONS.
ARTIFICIAL OVERHEAD LIGHTING SHALL BE INSTALLED THAT PROVIDES
THREE FOOT CANDELS OF ILLUMINATION AT THE SWIMMING POOL
WATER SURFACE AND DECK SURFACE AREA.
25. EQUIPOTENTIAL BONDING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH
ARTICLE 680.26 OF THE 2005 NEC.
0
.DEPTH MARKING NOTES
1. ALL DEPTH MARKING NUMBERS MUST BE FOLLOWED BY THE APPROPRIATE
FULL OR ABREVIATED WORDS :FEET" OR "INCHES" IN A MIN. 4" HIGH
LETTERS, ONLY ABRIEVIATION ACCEPTABLE ARE "FT." & "IN."
2. DEPTH MARKINGS SHALL INDICATE THE ACTUAL POOL DEPTH WITHIN 3"
AT NORMAL OPERATING LEVEL WHEN MEASURED 3' FROM THE POOL WALL.
3. ALL DEPTH MARKING, NUMBERS & LETTERS , INCLUDING FRACTIONS, MUST
BE 4" INCHES HIGH (MIN.)
4. ALL DEPTH MARKINGS INSTALLED ON HORIZONTAL SURFACES
MUST BE SLIP -RESISTANT FINISHES.
5. ACTUAL DEPTH INDICATIONS TO BE DETERMINED BY CONTRACTOR.
6. INSIDE DEPTH MARKINGS SHALL BE LOCATED AT OR ABOVE WATER LEVEL
ON THE INSIDE VERTICAL WALL OF POOL.
OFFSET THE 4" HIGH NUMBER/LETTER TO THE TO OF THE TILE.
7. MAXIMUM PERIMETER DISTANCE BETWEEN DEPTH MARKINGS IS 25 FEET.
8. DEPTH AT DEEPEST POINT (MAIN DRAIN GRATE) SHALL NOT DEVIATE MORE
THAN 3" FROM SIDE WALL DEPTH INDICATED BY DEPTH MARKINGS
AT LOCATION.
APPROVALS:
PROJECT:
AERODESIGN: SHEET:
GORDON H. SHEPARDSON
zL,�Gf�-r 7 GOLFSIDE DRIVE 4
E A DSON WINTER PARK FLORIDA 32792 OF:
1 3 PHONE 407-657-4133 5
POOL EQUIPMENT LIST
QTY.
DESCRIPTION
MFG.
PART NO.
1
FIRST AID KIT
----
1
TEST KIT
TAYLOR
K-2006
2
SHEPHERD'S HOOK W/16' POLE
LION
2
LIFE RING. 24"
LION
124
2
THROWLINE FOR LIFE RING 30'
LION
L3030
1
WALL BRUSH
B.DEVIL
83518
1
LEAF SKIMMER
LION
L1000DLK
1
HANDLE FOR LEAF SKIMMER &
LION
L816E
WALL BRUSH 12' LG.
2
VACUUM FITTING
PAC -FAB
P542405
2
VACUUM COVER SPRING LOADED
PAC -FAB
P552572
1
VACUUM CLEANING HEAD
B.DEVIL
85780
1
VACUUM HOSE FLOATING
SGRKG
PSR549112050SI
50'LG.
2
MAIN DRAIN 12"X12"
PAC -FAB
P542020
FRAME & GRATE & HYDROSTATIC
VALVE
4
LIGHT UNDER WATER, 30OW/12V
PAC -FAB
P601310
W/ LOW WATER CUT-OFF
4
TRANSFORMER FOR LIGHT
INTERMATIC
PX300
4
LIGHT NICHE
PAC -FAB
P012384
2
HAND RAIL S.S.
SMITH
SRLF24E3B
4
LADDER S.S.
SMITH
SLFB363B
12
WEDGE ANCHOR
QP
QH10012
12
ESCHUTCHEON
PAC -FAB
P542048
25
270" GUTTER DRAINS
PAC -FAB
P543037
14
FLOOR RETURNS
HAYWARD
SP1425S
1
STATIC LINE GRATE
HAYWARD
SP1026S
2
GF] RECEPTICAL (WEATHER PROOF)
LEVITON
2
GAIN ELECTRICAL BOX
CHALLENGER
6599-W
2
GFI WEATHERPROOF COVER
LEVITON
RN21
1
VAK-PAK FILTRATION SYSTEM
VAK-PAK
AP32D-04L
LISTING OF MANUFACTURER AND PART NO.
ARE FOR REFERENCE. CONTRACTOR MUST CHECK
W/ HIS SUPPLIER FOR SPECIFIC DATA.
APPROVALS:
PROJECT:
AERODESIGN: SHEET:
GORDON H. SHEPARDSON
zL,�Gf�-r 7 GOLFSIDE DRIVE 4
E A DSON WINTER PARK FLORIDA 32792 OF:
1 3 PHONE 407-657-4133 5
HAIL
WASTE_ _LINE
AIR GAP -i
488 GALLON
FILTER TANK
PLAN VIEW
FRONT VIEW
LOCKABLE HATCH
TRI C
T HAVE
ICE FOR
;E
VALVES AND PIPE CONNECTION SIZES
SIZE
A
MAIN DRAIN
8"
B
SKIMMER/CUTTER
8"
0
VACUUM LINE
2"
E
RETURN LINE
4-
F
FILTER PRECOAT
3"
G
PUMP TO WASTE
2"
H
PUMP TO FILTER
2-
I
FRESH WATER FILL (HOSE 8188 W/VAC BKR)
1"
J
FILTER TANK DRAIN
2"
K
RECIRCULATION SUCTION
(2)3-
L
FROM NEATER
3"
M
TO HEATER
3-
0
TANK OVERFLOW
2-
P
STATIC UNE
2-
R
FLOOR DRAIN
2"
NOTES:
1. ALL TANKS HAVE COVED CORNERS
2. ALL FILTER TANKS HAVE SLOPE FLOOR TO DRAIN.
3. ALL PIPING "NSF -PW" APPROVED / ALL ELECTRICAL WIRING IN COMPLIANCE WITH NEC
ELECTRICAL INTERLOCK OF ELECTRICAL FEED EQUIPMENT WITH RECIRCULATION PUMP
HYDRAULIC INTERLOCK OF EROSION FEED EQUIPMENT WITH RECIRCULATION PUMP FLOW
PROPORTIONING VALVES WHERE REQUIRED: 21/2" AND UNDER - JANDY DIVER-TER
3" AND ABOVE - BUTTERFLY VALVE
L MAR .% 2 2007:
DATE
-J -j Irl
VACUUM D.E. FILTER SYSTEM
VAK PAK AP32D 86,400 GALLONS IN 6 ---HRS
240 CPM p 2 GPM FILTER RATE, 120 SQ, FT. TOTAL
�
# 32 10' ELEMENT 3.75 SQ. FT. EACH FILTER
�'J
120 SQ, FT. TOTAL W/1" SPACING BETWEEN GRIDS
2
O
(2 )2 Hp STARITE P6E6GL RECIRCULATION PUMP.
1 PHASE 230 VOLTS, 120 GPM EACHO 50 TDH, 6" STRAINERS
0
1.5 H,p, STARITE P2RA5FL VACUUM PUMP, I PHASE
230 VOLTS 5" STRAINER
®
4 BLUE WHITE FLOWMETER, CF30 400 p. 125 T
500 cpm
®
2 — VACUUM GAUGES Of TO 30/, 2- FACE
U7
GENERAL INSTRUMENTS THERMOMETER 32• TO 2487, 0' TO 12W
6
CL2 FEEDER BY STENNER , MODEL 45M5 50 OPD
30 GALLONS CHEMICAL CONTAINER
O
pH FEEDER BY STENNER , MODEL. 45M2 10 ppD/wD
15 GALLONS CHEMICAL CONTAINER
11
2 , JACUZZI 9408-3425
SEPARATOR TANKS, 80 SQ. FT. EACH
12
ELECTRICAL PANEL WITH SERVICE LIGHT. MINIMAL 30 FT. CANDLES
MINIMUM 60 WATT BULB
13
WATER LEVET. CONTROL (RWLC)
13
ORP CONTROLLER MAKE MODEL
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