13-982-002POOL GENERAL NOTES
A) -All reinforce steel to conform to A.S.T.M. A615 grade 60 and all floor & walls of pool to be pneumatically applied
concrete with a min. 28 day compressive strength of 4000 p.s.i.
B) -All piping, materials and equipments used in the plumbing system of swimming pools 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. Pool 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 poops water edge.
H) -The contractor bears full responsibility for all maintenance of private property and safety of the public as relates to his
work.
I) -All 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 and 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 NSPi /ASTM F 1346.
J) -Where pools abut or are placed nearby sea wall or bulkheads, special care shall be employed. The walls shall be in
good condition, not permitting any shifting or removal, or loosening of the supporting soil away from the pool. 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 pool, the sea -wall tiebacks shall not be cut.
K) -The contractor shall backfill pool 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 time typical section do not apply. Deck design shall be by
others. Do not drain pool under high ground water or storm conditions.
L) -Do not empty pool after construction for repairs or any other reason before consulting with a pool design company or
pool repair contractor. Hydrostatic uplift pressures must be eliminated to prevent pool from floating above ground, and
causing damage to the structural integrity of the pool.
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) -Pool Waste Water Disposal shall comply with Florida Building Code 2010 edition, "Building ". Chapter 4, Section
424.2.10 "Waste Water Disposal ".
O) -The gas piping system will be design by the gas company serving in the area of this project and shall be comply with
the Florida Building Code 2010 edition "Fuel Gas" in accordance with the manufactures recommendations.
P) - Electrical Wiring and equipment shall 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 light connection to comply with nec 660 -1575
art. 680. Most up-to -date edition or revision... All metallic conduits, piping system, reinforcing steel, lighting 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 pool water. Receptacles
to be located minimum 10' of edge of water.
R) -Pool light to be grounded to common bonding grid consisting of (1) #8 continuous copper wire looped around pool
perimeter. Loop shall be grounded to panel via pool 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) -A I treads shall have slip- resisting surfaces per ANSI. 6.1.5
V) - - Swimouts shall comply with the Florida Building Code 2010 edition, "Residential ", Chapter 41, Section R4101.18 and
with Florida Building Code 2010 edition, "Building ". Chapter 4, Section 424.1.2.5.4. "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
Ilorlda 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 SPECIFICATION
Pool Size (FT): 15' x 30'
Deep End (FT): 5'
ShalloW End (FT): 3'
Pool Area(SF): 450 SF
Pool Perimeter(LF): 90 LF
Pool Volume (GAL): 13,500 GAL
Turnover Rate(HR): 2.5 HR
Interior Finish: DIAMOND BRITE
Waterline Tile: 6"
Coping: 16 "x16"
Pump Size (HP): 1.5 HP
Filter System & Size:340 SF CARTRIDGE
inlets: (3) WALL & 2 IN FLOOR
Maindrains: ONE
2" Vacuum Line W/ Safety LockQNE
Skimmer: ONE
Light: 300 W, 12 V
Patio Finish & Size: NONE
Deck Drains (LF): NONE
Others _Items.•
1.
2.
SOIL STATEMENT
EXIST. 4' C.L.FENCE
te2 I" MESH
E��
EXIST. 4' C.L.FENCE Oo
r��YV2 I" MESH SIZE oho
SELF CLOSING &
LATCHING GATE
W /LOCKING DEVICE
54" ABOVE FINISH
GRADE ELEVATION
SYPOOL G
O I
" ( co
31'-4"
EXIST. r� EXIST. 4' C.L.FENCE
CONC. SLAB I
tol i SELF2 J" MESH SIZE
' LATCHING GATE
W /LOCKING DEVICE
54" ABOVE FiNISH
EXIST. GRADE ELEVATION
j RESIDENCE i
PROVIDE LANDSCAPING
(36 HEDGE)AROUND POOL
I I cot EQUIP. PAD TO OBSCURE
I t IT FROM MEW
00
Water line i
f.
V -4"
LWELL COMPATED
't ..." . ► .." .-t .a"
i #'. i •
ACTUAL LANDSCAPE COVERAGE _
6,711 = 60,.3 %
ACTUAL BUILDING AND POOL COVERAGE=
4,407 = 39.6 %
X X X X X X X
TANNING LEDGE —STEPS DETAIL
SCALE: 1/2"=I'—O"
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TYPICAL
SCALE: 1/2"=1'—O"
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POOL LAYOUT PLAN 1 Z4 )$ = 1'--0"
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S.W. IMMING POOL
SITE PLAN
DETAILS
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issued far:
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scale: _X
AS INDICATIED
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EMILIANO bF OZC'tJv,a i , `;► r
Florida Registration Na..66 1-
817 SW 122 AVE. MIAMI 1M
(786) 715 7125
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