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COOL REQUIREMENT'S-
SE LF - CLOSING/ Sz
SE LF - LOCIfINC
ISM; GENERAL NOTES AND CONDITIONS POOL DATA CHART GATES REQUIRED &
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FENCE: (MIN. <= W
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5 1 ALL FLOOR & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A HIGH z o W
POOL SPECIFICATIONS: AND NON )
MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. .���_�
2 ALL REINF. STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. Pool Shape: AS SHOWN I NEIr I'ISOHS CLIIVfSASLE 0 "
F NEI ®VVNE� MUST ' REPLACE
REMOVE F ENCE/ z� Wm
-. Maximum Length FT : 39' -0" Z=
•.� 3 ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH 9 ( W ITH A 4 ' FENCE ON o Z a�
,,•.' SOLVENT WELD JOINTS. Maximum Width FT : 13'
I i£ Dee End FT : 6' -0"
4 IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO P ( )
OWNERS P'ROPERT'Y
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PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING AND /OR SHORING, Shallow End (FT): 3' -0" 7500 - �Z Z5 0 ; 1 r
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OR OTHER METHODS AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO Pool Area(SF) 458.4��� .
RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 94' -6" Z Z W <
IcS Pool Perimeter LF . _
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ly ; Pool Volume (GAL): 15,471 - _ 31tYtIMflAYf�1G: - _ - -_ _ 11' -5" _ ` W
5 THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION
IN EASEMENT OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM Turnover Rate 3.44 HR 12 - _ _ _ _ W < N
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LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. Interior Finish DIAMOND BRITS _ _ _ _ _ _ _ _ _ _ _ _ 23 6' oQa= o
6"
LOT POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH Waterline Tile: 6
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LOT LINES. IF NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL VERIFY Tile on Steps YES a 355
SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. _ W
Tile on Swimout: YES o
Coping: B/N
II`s 6 CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE MINIMUM
CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE Pump Size (HP) 1.5 ° EXISTING STORY EXISTING 4' HIGH CHAIN
LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET Filter System CARTRIDGE Filter Size (SF) 100 o
C.M.U. RE IDENCE LINK FENCE Z�nc� O W
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FROM OVERHEAD ELECTRIC LINES TO POOLS WATER EDGE. Inlets: 7 Maindrains: 2 F��FazW
F.F. ELEV. + 15.86 o aa,� <Mro0
2" Vacuum Line w/ Safety Lock: ONE oa y <Lna
7 ALL POOL ENCLOSURES SHALL CONFORM TO FLORIDA STATUTES 515.27 AND Automatic Surface Skimmer ONE N zIV-) W OO=
515.29 ., AND F.B.C. CHAPTER R4101.17.1.1 - 15 POOL EQUIPMENT PAD W W W o �' m'
Underwater Safety Light: (1) 300 WATTS Q F� J oZ °
8 WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALL OR BULKHEADS Electrical Pool Hookup: BY CONTRACTOR '��_ EXISTING 4' HIGH SELF 1 .4 W °Fo °Fo
SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD CONDITION, CLOSING, SELF LATCHING W (n o 7 , a Fr F= NOT PERMITTING ANY SHIFTING OR REMOVAL, OR LOOSENING OF THE Patio Finish PAVERS Patio Size (SF): 1142.22
' AND SELF LOCKING M m p 0. 0- J a
SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY Deck Drains (LF): NONE Fence: AS SHOWN EXISTING ELECTRICAL METER I CHAIN LINK GATE QoXoZ80o
CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED. Pool Miscellaneous Items: ' O W
CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED BY THE PROPERTY OWNER. _ H "", _' Z W V) "
1. POOL HEATER 131,000 BTU t ° `� J° W V) °
WHEN EXCAVATING FOR THE POOL, THE SEA -WALL TIEBACKS SHALL NOT BE CUT EXISTING 4' HIGH SELF �' C14
WHEN
WHEN DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER 2. CLOSING, SELF LATCHING {-� �' i� I (� Z '.-
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IMMEDIATELY FOR FURTHER INSTRUCTIONS. AND SELF LOCKING / ° E W o it w V)
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CHAIN LINK GATE I O o �aZ�%'iLr
9 THE CONTRACTOR SHALL BACKFILL POOL SHELL WITH CAUTION. THE PLUMBING ' i Z o Z -Z ° of o
o O NOT BE DISTURBED. BACKFILL SHALL BE PERFORMED WITH CLEAN SAND, 48 HOURS BEFORE DIGGING wwirZ z `
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EXISTING OVERHEAD
FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12 INCH THICK LAYERS. G ALL ELECTRICAL I `' I W W Z Y n Z
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EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY r F ° 3
TAMPERING SOLIDLY. SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR TOLL FREE I 3 I ° y < `a
MANNER. 1- 800 - 432 -4770 EXISTING WATER SUPPLY LINE
-'
10 WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES SHOWN ON SUNSHINE STATE
ONE CALL CENTER OF FLORIDA - - -- ____ ___________ _
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----- - - I
THE TYPICAL SECTION DO NOT APPLY., DECK DESIGN SHALL BE BY OTHERS. EXISTING SEPTIC TANK ` -� I `-- - - - - -- --- _-- - - - - -- - - --
i r -- --------- --
11 DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. ~� F -- - - -- -_ ____- _______
- I C __ - - - - -- -- �- EXISTING DRAINFIELD
I---- -- - - - - -- --
12 WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY
- - - -- I __ ____ I Q
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OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL REPAIR EXISTING SEWER LINE TO \ - >
CONTRACTOR. HYDROSTATIC UPLIFT PRE MUST BE ELIMINATED TO PREVENT DRAIN FIELD _�_ —_ —_ —_ — _— _— _ —_ —_— C N a o
POOL FROM FLOATING ABOVE GROUND, AND CAUSING DAMAGE TO THE 75.00' V rn �
STRUCTURAL INTEGRITY OF THE POOL. EXISTING WATER METER C
13 THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. IT IS NOT 15' PARKWAY c�c w W
TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN W C •— Z O
PERMISSION OF THE DESIGN ENGINEERS. N N
14 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE F.B.C., 2007 � !m rn
ED , AND ARTICLE 680 N.E.C., 2006 EDITION. ALL BOND WIRES SHALL BE Q
PROTECTED WITH APPROVED MATERIAL. THE CONTRACTOR SHALL INSURE THAT NE 9TH AVE _.-- �,, ,, , • !! E—o
AN ELECTRICAL BONDING INSPECTION IS CALLED FOR AND APPROVED PRIOR TO --- - - - - -- - - - - -- .• r , = „ U
PLACEMENT OF CONCRETE OVER THE BOND WIRE CONNECTIONS. 20 ASPHALT PAVEMENT U �, TY 1-3
CONNECTIONS DIRECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOX IS ' 1~EPytti CrPAEZE W
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PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN ADDITION TO ALL METAL
DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS CONTAINING METAL ----
WITHIN A DISTANCE OF 5 FEET FROM THE POOL WATER'S EDGE, SHALL ALSO BE ,FEt~;Mis }�� ..-- -- C 114
GROUNDED. 63R TE.
15 POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (1) LEGAL DESCRIPTION CO
#8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER. LOOP SHALL LOT 6 OF MARILYN HEIGHTS, ACCORDING TO THE PLAT
BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORCING, AND PUMP rn o 0
MOTOR CASING. N SITE PLAN THEREOF, AS RECORDED IN PLAT BOOK 41 AT PAGE 8 OF p
THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. I O
16 FILTER BACKWASH SHALL COMPLY WITH THE FLORIDA BUILDING CODE, o Z w
2007 EDITION. SCALE 1” = T -20" ! N
17 POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH FLORIDA BUILDING Q
CODE, 2007 EDITION.
18 TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER M M
TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT.
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19 ALL TREADS SHALL HAVE SLIP- RESISTING SURFACES PER
ANSI /NSPI -5- 2003. 6.1.5
20 ACCESS GATE REQUIREMENTS PER F.B.C. R4101.17.1.8
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- GATES SHALL BE EQUIPPED WITH A SELF - LATCHING & LOCKING a
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DEVICE, 54 ABOVE FINISH GRADE ELEVATION.
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THE DEVICE SHALL BE PLACED ON THE POOL SIDE OF THE GATE. a ¢ W
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-GATES SHALL OPEN OUTWARD AWAY FROM POOL. W coo
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- THE GATE SHALL HAVE NO OPENINGS GREATER THAN 2" WITHIN 18" OF °
THE RELEASE MECHANISM. m
21 THIS POOL HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENTS OF THE U
FLORIDA BUILDING CODE, SECTION R4101
MARS POOLS INC. Z W
10605 N.W 53 rd STREET
SUNRISE, FL 33351
PH. 954 - 741 -4124 A Z
954 - 214 -2844
Fax: 954 - 724 -8658
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10605 N.W 53 rd STREET
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MARS POOLS INC. Z W
10605 N.W 53 rd STREET
SUNRISE, FL 33351
PH. 954 - 741 -4124 Z
954 - 214 -2844
Fax: 954 - 724 -8658
PIPE PRESSURE FLOW SUCTION FLOW
SIZE CAPACITY (10FPS) CAPACITY(8FPS) o
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1.5" 60 gpm 49 gpm o0
2.0" 100 gpm 80 gpm 8% 1
WATER PROOF 2.5 150 gpm 110 gpm
JUNCTION BOX. 12 VOLT 3.0" 220 gpm 180 gpm
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-ra #8 CU GND WIRE „ „ 2" POOL PUMP 2 95 gpm 1 2„ 51 LF
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CLAMP —Vent is designed to evacuate suction in 3 o W
sec. or less per FBC 424 ? En o W o o W
—This safety vacuum relief system is a non— A � W w o tj o
WET NICHE LIGHT DETAIL 2 CONNECTION DETAIL 3 POOL SKIMMER DETAIL mechanical vent system that will limit the 0 4 L'12 m ": o W z
transmission of suction at the outlet to a 1-4 W 'n o 1< F o
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SP— SCALE: N.T.S. SP_ SCALE: N.T.S. POOL DUAL MAIN DRAIN SP— SCALE: N.T.S. maximum of 4.5" of mercury. � m5aa�<`�
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» 1 1/2" PVC PIPE HEAT PUMP FILTER ® °W¢a°
2 PVC PIPE AIR VENT VENT LINE 6z6 zoo
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LINE. MANIFOLD SUPPLIES (4) 5/8" DIAM. mLL,
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4 1/2 DIAM.
AIR GAP =
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BOLTS
GENERAL NOTES:
8" CLEAR STATIC POOL W. L. 1. POOL MECHANICAL EQUIPMENT ANCHORAGE HAS BEEN DESIGNED TO Q
COMPLY WITH F.B.C. SECT. 301.13 0
2. ALL EQUIPMENT SHALL BE PLACED ON A SINGLE EQUIPMENT SLAB. > F
VENT LINE PIPE SHOULD BE LOCATED OUT OF SEPARATE SLABS ARE NOT PERMITTED. C Q o
STATIC POOL DECK AREA IN A SECURE PLACE TO AVOID TRIP HAZARD 3. THE POOL EQUIPMENT SLAB SHALL BE PLACED ® THE BASE FLOOD "(D C
WATER LEVEL ELEVATION OR HIGHER. q� ,� w
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4 AIR VENT LINE DETAIL 5 ANTI- ENTRAPMENT VENT LINE DETA PUMP ANCHORAGE DETAIL m
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SP— SCALE: N.T.S. SP_ SCALE: N.T.S. SCALE:N.T.S. FILTER/ PUMP/ HEATER
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03
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POOL & SPA LOAD CALCULATION _j
POOL FILTER PUMP 1 AT 100 % = 1,840 WATTS
POOL HEATER PUMP 1 AT 100 % = 12,000WATTS
WATERLINE OF POOL UPLIFT DATA POOLUGHTS 1 AT 100 % = 300 WATTS o 0 0
SUB— TOTAL= 14,140 WATTS 1 o H
CN THWN CU TOTAL DEMAND 14,140 WATTS / = I �
- TOP OF POOL WALL ELEVATION +15 .09 ' 3 #6 THWN,CU, 3 # TOTAL CURRENT DEMAND: 58.92 AMPS 240 V . 58.92 AMPS. o o Q
3/4 "C 2P /50A 1 /2 C 2P/20A
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BOTTOM SLAB ELEVAT ON
_ I _ +8.09 112 "C 1P/15A Z
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COUNTY FLOOD CRITERIA +6.0' O
I � I EXISTING
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c° DEDUCT BOTTOM SLAB +8.09' TIMER HOUSE SEE PANEL "P" ON
O 00 PANEL ELECTRICAL DRAWINGS
ELEVATION 15A 15A GFI BY OTHERS
POOL UPLIFT FORCE +2.09' 50A 20A SW RECPT.
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ANTI — VORTEX M.D. ASSEMBLY DEDUCT 2.00 ALLOWED FOR USE OF 2 ( —) 2.00 — o ED W
HYDROSTATIC PRESSURE RELIEF VALVE ir"
W1 HYDROSTATIC VALVE _ . o e 6 ¢ W
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36' -0" 3' - 0 " ( ) 14/3 SJT -1 "C ;
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RESULTANT UPLIFT FORCE +0.09' HEAT (1.5 HP) INTEGRAL W/ FIXTURE o W
15.0115 FILTER
RESULTANT UPLIFT FORCE 6" MOTOR PUMP (1) 300 W
POOL PROFILE DETAIL MOTOR POOL LIGHTS
SCALE:N.T.S. POOL & SPA ELECTRICAL -SCHEMA T �
MARS POOLS INC.
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SCALE:N.T.S. 10605 N.W 53 rd STREET
SUNRISE, FL 33351
PH. 954 - 741 -4124 Z
r 954- 214 -2844
Fax: 954-724-8658
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PERMIT � F
MIAMI SHORES V I LLAGE
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SL)DJEC TO CoMpLiANCE WITH ALL FEDERAL
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S"fA1 AND COUNTY RULES All') REGU