12-1075-001POOL GENERAL NOTES
A) -Ali reinforce steel to conform to A.S.T.M. A615 grade 60 and all floor 8 walls of pod to be pneumatically applied
concrete with a min. 28 day compressive strength of 4000 p.s.l.
B) -All piping, materials and equipments used In the plumbing system of swimming pods shall conform to the Florida
Building Code 2010 edition 'Plumbing" and Florida Building Code 2010 edition "Residential", Chapter 41 installed in
accordance with the manufacturer's Installation standards.
C) - "Caution" prior to excavation the contractor is responsible for contacting the necessary personnel for locating any and
all utilities that may exist. Call Sunshine State One Call prior to digging for verification of locations.
D) -The pool contractor responsibility to protect existing structures from failure by sheathing and/or shoring, or other
methods as required. The design engineer takes no responsibility for the safety of existing structures.
E) -The design engineer takes no responsibility for pool construction in easements, reservations areas or required setback
areas. Pod contractor and/or owner shall verify all shown dimensions in the field and establish lot lines prior to
construction.
F) -The contractor shall verify all quantities and details shown on the drawings from the engineer and shall notify of all
omissions, errors, conflicts and discrepancies found therein, failure to discover or to correct errors, conflicts or
discrepancies shall no relieve the Contractor full responsibility for unsatisfactory work, faulty construction or improper
operation resulting there from, nor from rectifying such condition at his own expense.
G) - At the site contractor must verify existing utility locations, off- sets and elevations (soft -dig) prior to star construction,
minimum clearance dimensions shall be held and shall be as required by the local regulatory agency. "Caution" Hold a
distance of 10 feet minimum from overhead electric lines to poors water edge.
H) -The contractor bears full responsibility for all maintenance of private property and safety of the public as relates to his
work.
1) -Ali pool screened enclosures and fences shall Conform to the barrier requirements of Florida Building Code 2010 edition
"Residential ". Chapter 41, Section R4101.17 and Florida Building Code 2010 edition "Building", Chapter 4, Section
424.2.17 for residential (private) swimming pools or with the barrier requirements of Section 8C-4 of Chapter 8C of the
Miami Dade County code. Safety Pool covers shall conform to the requirements of NSPVASTM F 1346.
J) -Where pods abut or are placed nearby sea wall or bulkheads, special care shall be employed. The walls shalt be In
good condition, not permitting any shifting or removal, or loosening of the supporting soil away from the pod. If the walls
do not fully contain the soils behind them, they shall be replaced or repaired. Continual maintenance of the walls is
required by the property owner. When excavating for the pod, the sea -wall tiebacks shall not be exit
K) -The contractor shall backfill pod shell with caution. The plumbing shall not be disturbed. Backfill shall be performed
with clean sand, free of organic materials and shall be placed in 12 Inch thick layers. Each layer shall be compacted to
90% of the soils maximum density by tampering solidly. Soils below the deck shall be placed In similar manner. Where
decks are indicated by others, the deck design notes shown on the typical section do not apply. Deck design shall be by
others. Do not drain pod under high ground water or storm conditions.
L) -Do not empty pool after construction for repairs or any other reason before consulting with a pod design company or
pool repair contractor. Hydrostatic uplift pressures must be eliminated to prevent pod from floating above ground, and
causing damage to the structural integrity of the pod.
M) - Filter backwash shall comply with the Florida Building Code 2010 edition, "Residential ", Chapter 41, and Section
R4101.20 "Filters" and Florida Building Code 2010 edition, "Building% Chapter 4, Section 424.1.6.5.5. "Filters"
N) -Pod Waste Water Disposal shall comply with Florida Building Code 2010 edition, "Building", Chapter 4, Section
424.2. 10 "Waste Water Disposal ".
0) -The gas piping system will be design by the gas company serving In the area of this project and shalt be comply with
the Florida Building Code 2010 edition "Fuel Gas" in accordance with the manufactures recommendations.
P) - Electrical Wiring and equipment shalt comply with the Florida Building Code 2010 edition, Chapter 27 "Electrical"
Q) - Install wiring and devices as Indicated in pool data shall furnished electrical service at existing entry. Install disconnect
switch at motor if not within 50' of fused switch at service point. Electrical right connection to Comply with nec 660 -1575
art 680. Most up-to -date edition or revision... All metallic conduits, piping system, reinforcing steel, righting fixtures and
fixture housing, metal parts of ladders, and their supports, shall be bounded together and grounded to a Common
ground. Bounding conductors shall not be smaller than #8 copper. No overhead open wire over pod water. Receptacles
to be located minimum 10' of edge of water.
R) -Poor right to be grounded to common bonding grid Consisting of (1) #8 continuous copper wire looped around pod
perimeter. Loop shall be grounded to panel via pod wall steel, deck reinforcing, and pump motor casing.
S) - Temperature of spa water shall be set so that maximum water temperature does not exceed 102 degrees Fahrenheit
T) -For design purposes has been utilized a bearing value of 2000 psf typical of a soil with combination of undisturbed
sand and limerock. A letter will be submitted after the pool has been excavated attesting that the soil conditions are similar
or better to the used In the design.
U) -All treads shall have slip- resisting surfaces per ANSI. 6.1.5
V) - - Swimouts shall comply with the Florida Building Code 2010 edition, "Reside ntial% Chapter4l, Section R4101.18 and
with Florida Building Code 2010 edition, "Building% Chapter4, Section 424.125.4. "Swimouts"
W) -This pool has been designed to all applicable requirements of the Florida Building Code 2010 edition, 'Residential,
Chapter 41 and Florida Building Code 2010 edition, "Building", Chapter 4, Section 424
STATEMENT OF THE ENGINEER
-This plan remains the property of the design engineers. It is not transferable from one Contractor to another without the
written permission of the design engineers.
his plan was prepared under my direction and to the best of my knowledge and belief Complies with the intent of "The
Florida Building Code, latest version and revisions In Conjunction with the cities minimum standards-requirements
-Not valid without embossed seal.
-We have used the latest information available to show all existing utilities, however the engineer takes no responsibility
for any inaccuracies In the locations shown.
POOL:
SPA :
Pool Size (FT): EXIST.
Spa Size (FT):NE RRf 8' X8'
Deep End (FT): EXIST.
Spa Area(SF): 58 SF
Shallow End (FT):EXIST.
Spa Perimeter(LF): 28 LF
Pool Area(SF): EXIST.
Spa Volume (GAL): 870 GAL
Pool Perimeter(LF): EXIST.
Turnover Rate(HR): 0.15 HR
Pool Volume (GAL): EXIST.
Spa Pump Size (HP)2 HP
Turnover Rate(HR): EXIST.
Filter System & Size :200 SF CARTRIDGE
Interior Finish: NEW DIAMOND BRiTE
Spa Raised: 18"
Waterline Tile: EXIST.
Jets: 10
Coping: EXIST.
Overflow: NONE
Pump Size (HP )EXIST.
Maindrains: 2
Filter System & Size: EXIST,
Automatic Surface Skimmer:ONE
Inlets: EXIST.
Underwater Safety Light: 100 W, 12 V
Maindrains: EXiST.
Spa Miscellaneous Items:
2" Vacuum Line w/ Safety LockEXIST.
1 SALT SYSTEM
Automatic Surface Skimmer:EX{ST.
•
Underwater Safety Light: EXiST.
2. 400,000 BTU GAS HEATER BY OWNER
Deck Finish & Size: EXIST.
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Deck Drains (LF): EXIST.
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Pool Miscellaneous Items:
1.
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2.
SAFETY BARRIER REQUIREMENTS :
ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL
SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE
DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A
MINIMUM OF 30 SECONDS IMMEDIATELY AFTER THE DOOR IS OPENED AND BE
CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD
ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE
ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORALITY DEACTIVATE
THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO MORE THE 15
SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES
ABOVE THE THRESHOLD OF THE DOOR.
THE SAFETY BARRIER SHALL CONFORM TO THE BARRIER REQUIREMENTS OF
FLORIDA BUILDING CODE 2010 EDITION "RESIDENTIAL ", CHAPTER 41, SECTION
R4101.17 AND FLORIDA BUILDING CODE 2010 EDITION "BUILDING ", CHAPTER 4, SECTION
SOiL STATEMENT
IN ORDER TO CONSTRUCT THE SWIMMING POOL IN QUESTION, AND
AFTER INSPECTING THE GROUND SURFACE, i OBSERVED A SILTY AND
CLAYEY GRAVEL TYPE OF SOIL WITH A DESIGN - BEARING CAPACITY OF
2000 PSF. AFTER GROUND HAS BEEN BROKEN I WILL CONFIRM THAT THIS
IS THE CASE THROUGH THE SUBMITTAL OF ANOTHER LETTER SHOULD
THE INSPECTOR REQUEST IT. SUCH LETTER WILL ATTEST THAT SOIL
CONDITIONS ARE SIMILAR TO THE ONES DESCRIBED IN TABLE 1804.2 OF
THE FLORIDA BUILDING CODE: BUILDING CHAPTER, BASICALLY THIS IS A
SOIL PRESENTING MATERIALS SUCH AS SAND, SILTY SAND, CLAYEY
SAND, SILTY GRAVEL AND CLAYEY GRAVEL
EXIST. POOL
EQUIP.
NEW SPA EQUIP.
PAD
ELECTRIC
METER
EXIST. 4' C.LFENCE
W2 }" MESH SIZE
SELF CLOSING &
LATCHING GATE
W /LOCKING DEVICE
54" ABOVE FINISH
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30' -10"
I 34' -10"
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GRADE ELEVATION—,--I
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UNDERGROUND
POWER SERVICE L_
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EXIST. 6' C.LFENCE
$$ p7. 10" 1' -6"
ff
UnCt 38' -11 "^"
aterl[na— " p_.. 6 "X12" CHISELED ON 4"
I _ CONC. SLAB WITH 6x6
10/10 W.W. M
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SWIMMING �? '.._.CDNTRASTING_TdtE._.___ I.
POOL I I O
xE IST, i I a $ x $ CONC.
POOL DECK IDRAINFIELD) MAIN DRAIN
x,rr W/1 # 50 CONT.
L�__J
#3 @ 10"
SANITARY /SEPTIC EACH WAY N
EXIST. TANK EACH FACE
ONE C.B.S STORY o
RESIDENCE PL. a
F.F.ELEV =10.5
200 A
® HOUSE
PANEL
PUMP
SPA SECTION
SCALE: 1/2"=11'—O',
EXIST. 6' WOOD FENCE
PL EXIST. W /SELF CLOSING &SELF
DRIVEWAY LATCHING GATE
EXIST. W /LOCKING DEVICE
CONC. ` 54" ABOVE FINISH
CONC. PL GRADE ELEVATION.
THE HORIZONTAL
MEMBERS LOCATED ON
EXIST. r THE POOL SIDE AND THE �
DRIVEWAY � I SPACING BETWEEN +
_ \\7 VERTICAL MEMBERS SHALL
10' UTILITY fL NOT EXCEED 1 3/4" IN
® EASEMENT WIDTH. COMPLY WITH
F.B.C. CHARTER 84101.17
110.00' WATER
15' PARKWAY
® SW 64th AVENUE
SITE PLAN 1 " = 20' -0
LEGAL DESCRIPTION :
LOT 9, BLOCK 1 OF "W.A. DANIELS SUBDIVISION ACCORDING TO
THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 102, PAGE 76
OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA.
100% LOT COVERAGE = 13,750 S.F
LANDSCAPE COVERAGE (MIN) =
60 % LOT COVERAGE = 8,250 S.F
ACTUAL LANDSCAPE COVERAGE _
8,250 S.F = 60 %
BUILDING AND POOL COVERAGE (MAX.) _
40% LOT COVERAGE = 5,500 S.F
ACTUAL BUILDING, POOL COVERAGE=
HOUSE --- - - - - -- -2718 S.F =19.7 %
POOL /SPA/DRiVEWAY -2782 S.F =20.2
5,500 S.F =40.0
METER
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...__.___ ....._ __ . _..__........ _. _..___..._...__.., _.. _.____.._.._. ...._.__ _.__..... __.___._ _.____._ <__._._..__.__.__ . ._� _._.
4' -0" 8' -0" 4'-0"
I: 1' -0" 6' -0 1 0"
/ O �^ _
ELEV =11.5' _I "
NEW SPA NEW DECK 14 -6
/ 240 AREA
/ Q O ......SQ IN
ELEV =10.0'
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SPA CONTROL
FREESTANDING G.F.C.I.
OUTLET SHALL BE
LOCATED NOT CLOSER
THAN 10
ORE THANE 20N0 EET l f EXISTING
EXIST. FROM _ WATER'S EDGE. RESIDENCE
POOL
EQUIP.
NEW SPA
EQUIP.
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NEW DECK �-
AREA
ALL DOORS AND WINDOWS PROVIDING
DIRECT ACCESS FROM THE HOME TO
THE POOL SHALL BE EQUIPPED WITH
AN EXIT ALARM COMPLYING WITH
UL -2017 THAT HAS A MINIMUM SOUND
PRESSURE RATING OF 85 DB A AT 10
FEET — FBC R4101.17.1.9.1. - -- - - --
POOL LAYOUT PLAN 1,Z4 =1 —0
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PROL POOL,iNCQ COPYRIGHT
7HS DRAINING IS THE PROPERTY OF
PROL POOL,INC uNLESS O
PROVIDED FOR BY CONTRACT. THE
CONTENTS OF IRS DRAWING ARE
COWIDENTIAL AND S?iALL NOT BE
TRANSMITTED TO ANY PARTY EXCEPT
AS AUTHORIZED To BY THE ENGINEERS
OF RECORD.
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project number:
sheer title
SWIMMING POOL
SITE PLAN
AND DETAILS
r e v i s i o n s
issued for:
Issue date:
10 -1 -12
drawn bp: approve
Scale:
AS INDICATE4"
a
A) , '
t .
a
EMILIANO OR - ;•••°'PEE.
Florida Registration `W4i'
817 SW 122 AVE. MIAMi FL, 33184
(786) 715 7125
s e e t number
S P - I
sheet:
1 of 2