05-438-001POOL GENERAL NOTES
—All Reinf. Steel To Conform To A.s.t.m. A615 Grade 60. All Floor & Walls Of Pool To Be
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Pneumatically Applied Conc. With A Min. 28 Day Compressive Strength Of 3000 P.s.i. All Pool
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Piping To Be Schedule 40 Pvc Non Threaded Nsf Pipe With Solvent Weld Joints.
EXIST. 4'
—The Design Engineer Accepts No Responsibility For The Safety Of Existing Structures. In All
C.LFENCE
Cases, The Pool Contractor Shall Take All Precautions To Protect Existing Structures From
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Failure By Sheathing And /or Shoring Or Other Methods As Required.
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—The Design Engineer Assumes No Responsibility For Pool Construction In Easement Or
Required Setback Areas. Plot Plans Not Prepared From Legal Surveys Of The Existing Lot And
6' -0"
Residence Are So Indicated. Pool Contractor Shall Verify All Dimensions In The Field And
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Establish Lot Lines. If Necessary, Pool Contractor And /or Owner Shall Verify Shown And All
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Dimensions Prior To Construction.
— Contractor Shall Establish Locations Of Utilities At The Site Minimum Clearance Dimensions
Shall Be Held And Shall Be As Required By The Local Regulatory Agency. In General, Hold
A Distance Of 10 Feet From Overhead Electric Lines To Pool's Water Edge.
—All Pool Enclosures Shall Conform Florida Statutes 515.27 And 515.29 ., And F.b.c. Chapt
424.2.17.1 — 10 �o
—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
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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 .
'-
-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
POOL EQUIP. PAD
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 Pool Under High Ground Water Or Storm
Conditions.
—Do Not Empty Pool After Construction For Repairs Or Any Other Reason Before Consulting
With A Pool Or Pool Repair Contractor. Hydrostatic Uplift Pressures Must Be Eliminated To
EXIST. 4'
Prevent Pool From Floating Above Ground, And Causing Damage To The Structural Integrity Of
C.LFENCE
The Pool.
—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.
— 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., 2002 Edition. 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 With 10' Of Water.
—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
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Reinforcing, And Pump Motor Casing.
— Filter Backwash Shall Comply With The Florida Building Code, 2001 Edition.
—Pool Water Disposal To Be In Accordance With Florida Building Code, 2001 Edition.
— Temperature Of Spa Water Shall Be Set So That Maximum Water Temperature Does Not
EXIST. WATER
Exceed 102 Degrees Fahrenheit.
LINE
—Upon Visual Inspection Site Soil Reveals A Combination Of Undisturbed Sand And Limerock.
A Bearing Value Of 2000 Psf Has 'Been Utilized For Design Purposes.
—Soil Statement: Engineer Of Record Will Perform A Visual Inspection After Excavation Is Done.
EXIST. WATER
Prepare A Letter Stating The Conditions Found.
METER
— Access Gate Requirements Per F.B.C. 424.2.17.1.8. amended july /30, 2003:
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
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the 15 seconds. The deactivation switch shall be located at least 54 inches above the threshold
of the door.
—All Treads Shall Have Slip— Resistilg Surfaces Per ANSI. 6.1.5
—This Pool Has Been Designed To Al I Applicable Requirements Of The Florida Building Code,
Section 424.
LEGAL DESCRIPTION
LOT 10 & 11, BLOCK 7," SEA VIEW
PARK AMENDED ", PB -17, PG -80, SUBDIVISION AMENDED
PLAT OF SEA VIEW PARK ONE PLAT BOOK 17, PAGE 80, OF THE PUBLIC RECORDS OF MIAMI
DADE COUNTY, FLORIDA
POOL & SPA DATA
POOL SPECIFICATIONS: SPA SPECIFICATIONS:
Pool Shape: AS SHOWN Spa Shape: AS SHOWN
Pool Size (FT): 17'x32'
Spa Size (FT): 6'x8'
Deep End (FT): 6'
Spa Area(SF): 37
Shallow End (FT): 4'
Spa Perimeter(LF): 22
SF
Pool Area(SF). 367 Spa Volume (GAL). 555
Pool Perimeter(LF): 96 Turnover Rate(HR): 0.08 HR
Pool Volume (GAL): 13,762 Spa Pump Size (HP): NONE
Turnover Rate(HR): 2.18 HR Filter System & Size:NONE
Interior Finish: DIAMOND BRITE Spa Raised: 12"
Waterline Tile: 6" Jets:4
Coping: B/N BRICK Overflow:2
Pump Size (HP): 3 HP HAYWARD Maindrains: 2
Filter System & Size: 300 SF CARTRIDGE Automatic Surface Skimmer: NONE
Inlets: 4 Underwater Safety Light: 100 WATT, 12 VOLT
Maindrains: 2
Spa Miscellaneous Items:
2" Vacuum Line w/ Safety Lock: ONE 1
Automatic Surface Skimmer: ONE
Underwater Safety Light: (2) 300 W,12 V 2'
Patio Finish & Size: 589 SF PAVERS BY OTHERS
Deck Drains (LF): NONE
Pool Miscellaneous Items:
1. AOUACALL TROPICAL 94,000 BTU HEAT PUMP
2. AUTOPILOT ST -36
PRE -CAST CONC.
COPING OR
ALTERNATE
COPING
_ - -- water line`
8
INTERLOCKING PAVERS
y ON COMPACTED SAND
11 091 1 @ -Olt 10-6" 6"
INSTALLED 12"
24" BELOW WATER " _ water line
LEVEL -- -o - - - - - - - - --- - - - --
(RETURN FITTINGS) _
WELL COMPATED
L to
SHALL BE 6" FILL � o Lo MIN. SHOTCRETE i i o COLOR
WALL
= CONTRAST
�► o TILE
3 ®8 EA. WAY
SIDE & _
BOTT. TYPICAL. #3 ® 8 "O /C
TYPICAL
TYPICAL WALL SECTION TYPICAL STEPS DETAIL
SCALE: 1/2"=V-0" SCALE: 1/2"=l'—O"
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1 '
53 -10"
C.B.S. SHED
C.B.S. WALL
62' -9"
I— —1 EXIST. SANITARY/ LINE
FL. J = TO EXIST.SEPiiC TANK
I W AND EXIST. DRAINFIELD
PORCH EXIST. OVERHEAD
POWER SERVICE
W
EXIST ELECTRIC
EXIST. CONC. SLAB TO '
BE REMOVED
EXIST. 200 A
HOUSE PANEL
EXISTING ONE
STY CBS
RESIDENCE
F.F.ELV. 10.0'
100.0'
15' PARKWAY
ASPHALT
DRIVEWAY
SW 48th STREET
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SITE PLAN 1 " = 20' -0"
100% LOT COVERAGE = 14,359 S.F
ACTUAL LANDSCAPE COVERAGE =
7,368 S.F = 51 %
BUILDING AND POOL COVERAGE =
4,260 S.F = 30 %
1 " to 24 10M X COPING
water line
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COLOR
CONTRAST
TILE #3 0 8 "0 /C
TYPICAL
SWIMOUT DETAIL
SCALE: 1/2"=V-0"
LO
EXIST. 5' WOOD FENCE
DROP W 6"
FOR OVERFLOW SPILL WAY
10" 10" 1' -0" 6"
6"
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— - -- -- --
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POOL '-
MAIN DRAT
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1 1/2" DRAI
=N TO PUMP VENT.
#3 ® 10" N VARIABLE LENGHT
EACH WAY 55 FT MAX
EACH FACE
TO PUMP
SPA SECTION
SCALE: 1/2"=1'—O"
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4' -0"
1 1/2"
DRAIN
VENT.
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2 1/2" PIPE
SUCTION LINE
7' -5,r
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27' -3"
24" SPILLWAY
HANDHOLDS
= 48" C/C
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LO SWIMMING
POOL
— SWIMOUT _
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19' -10"
MOUT
3' -0"
6'— 0"
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DEEP _
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= 5' -6"
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DEEP
SWIMOUT
4' -0" 9' -9"
22' -1"
ns�■
3' -0"
DEEP
10' -6"
POOL DEC,-\,.K
+ 8.00'
(PAVERS DECK)
(BY OTHERS)
?S.
`7 e
EXISTING RESIDENCE
8' -10"
I
CHILD
SAFETY
FENCE (BY
o OTHERS) N
PERMANENT
ANCHORED
POST AS PER
SECTION
424.2.17.1.2
00 FBC
GFCI RECEPTACLE SHALL BE
LOCATED NOT CLOSER THAN
10 FEET NOR MORE THAN 20
FEET FROM WATER'S EDGE.
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POOL LAYOUT & AREA PLAN 1/4" =1' -0"
(4) 1/2"
HILTi KWIK BOLTS
GENERAL NOTES:
1. POOL MECHANICAL EQUIPMENT ANCHORAGE
HAS BEEN DESIGNED TO COMPLY WITH F.B.C.
SECT. 301.13
2. ALL EQUIPMENT SHALL BE PLACED ON A
SINGLE EQUIPMENT SLAB. SEPARATE SLABS ARE
NOT PERMITTED.
FILTER/ PUMP/ HEATER
ANCHORAGE DETAIL
PUMP
6" THICK CONCRETE
EQUIPMENT PAD
FIRST
PAGE
6" x 6" CERAMIC HAND HOLD
ON MAX. 4' -0" CENTER.
POOL
WALL
POOL
CERAMIC HAND
HOLD DETAIL
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6" x 6" CERAMIC HAND HOLD
ON MAX. 4' -0" CENTER.
POOL
WALL
POOL
CERAMIC HAND
HOLD DETAIL
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