PoolDATA 8& EQUIPMENT
o' 2S -o" DEPTH; 3' To S'
CAPACITY' Si 76v 4P-L- ,
PERIMETER, 7.3 LF 3xoSF
4 k1lA? QTY RETURNS' 3
I° F e LIGHTS' toOv4•
aty.at SWIMOUT1 1 -A-,.1
COPING <4.4.464"5.e- HEATER' NIA,
CLEANING LINE' yr SCREEN' (.1
CHLORINATOR' T.sd.c - °r IA 1-tme
TYPE OF PATIO' tNrE ooklNO F JrA OA 1-1/■•
EXIT LINGS' 1.4,4a
POOL ISH
1 :=Ito.► - LFd
TURNOVER 12 HOURS ( MAXIMUM ) 1,81 44
MISC1 -111,e 6,C- ti kiel4.G Mr:* .
SOIL STATEMENT
THIS PROJECT IS IN THE VICINITY OF PROJECTS
THAT THIS FIRM HAS PREVIDUSLY DESIGNED. THE
SOIL IS SANDY IN NATURE AND ADEQUATE TO
SUPPORT THIS SWIMMING POOL. IF OTHER CONDITIONS
ARE NCOUNTERED THE CONTRACTOR SHALL NOTIFY
THIS OFFICE FOR INSPECTION AND INSTRUCTIONS.
HYDRAULIC UPLIFT CIaMPUTATIONS
FLOOD CREST ELV. FOR AREA =1 SO
TOP OF POOL ELV.
BOTTOM OF POOL ELV. = 7FD.
HYDRAULIC HEAD = 75
ALLOWANCE HYDROSTATIC VALVE = -2.0'
NET HYDRAULIC HEAD = 2•J$
USE NIN. 6' THICK CONCRETE FLOOR SLAB
ELEVATION OF DECK IN RELATION TO HOUSE'
MSL
MSL
MSL
NOTE' PRIOR TO ELECTRICAL ROUGH ELECTRICAL
CONTRACTOR SHALL SUBMIT A REVISION TO
THESE DRAWINGS SHOVING EXISTING SERVICE
WITH ADDITIONAL LOAD CALCULATIONS AND
EXPECTED AS -BUILT CONFIGURATION IF
DIFFERENT FROM THESE DRAWINGS.
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APPROVED
ZONING
E E ECT'JICtSL
MIAMI SNORES iL AGE;
P`UMI3 G
MECHANICAL
L
POOFiAI
7`. j„Lf5 11YG
SUB EC T TO COMPLIANCE E'IITH ALL FEDERAL, STATE AND COUNTY
RULES AND REGULATIONS.
IONS.
MIAMI SHORES VILL aE ASSUMES NO RESPONSIBILITIES FOR ACCURACY
OF OR RESULTS FROM THESE PLANS.
COMPLIANCE LIANCE Wf d THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY
?IXfill SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SIIB
CONTRACTORS ARE CHARGED WITH THE KNO'AI.EDGE OF ALL BUILDING
REGULATIO,iS WHETHER CR NOT SPECIFICALLY INDICATED HEREIN.
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ELEVATION OF DECK IN RELATION TO HOUSE' 1 U Ir-1 F/0147.
-
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FF1.fet› 1:3Y
LAN Nt - Tes
POOL PLAN
SCALE' 1/8' = 1' -0'
2 t1
7
NORTH
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- — GENERAL NOTES
1. ALL FLOORS & WALLS DF POOL TO BE PNEUMATICALLY
APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE
STRENGTH OF 2500 PSI.
2. ALL REINF. STEEL TO CONFORM TO A.S.T.M. 615 GRADE 40.
3. ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL
4. SOIL STATEMENT!
NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS
EXCEPT CLEAN SANDS OR ROCK.
THIS PROJECT IS IN THE VICINTY DF PROJECTS THAT THIS FIRM
HAS PREVIOUSLY DESIGNED. THE SOIL IS SANDY IN NATURE AND
ADEQUATE TO SUPPORT THIS SWIMMING POOL. IF OTHER CONDITIONS
ARE ENCOUNTERED THE CONTRACTOR SHALL NOTIFY THIS OFFICE
FOR INSPECTION AND INSTRUCTIONS.
5. THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL
PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM
FAILURE BY SHEETING AND /OR SHORING OR OTHER METHODS
THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILTY
FOR THE SAFTEY OF EXISTING STRUCTURES.
6. THIS DESIGN ENGINEER ASSUMES NO RESPONSIBLITY FOR POOL
CONSTRUCTION IN EASMENTS OR REQUIRED SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE
EXISTING LOT AND RESIDENCE ARE SO INDICATED.THE POOL
CONTRATOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.
AND ESTABLISH LOT INES.
7. THE POOL CONTRACTOR SHALL ESTABLISH LOCATIONS OF ALL
UTILITIES AT THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE
HELD AS REQUIRED BY THE LOCAL REGULATORY AGENCY.
IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD
ELECTRIC LINES TO OPEN POOL WATER.
8. TEMPERATURE OF THE WATER SHALL BE SET S❑ THAT
MAX. WATER TEMP. = 102 DEGREES F.
9. MIN. 5' FENCE, WITH SELF - LOCKING GATES, REQUIRED AROUND
ALL UNSCREENED POOLS.
10. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION.
THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE
ACCOMPLISHED WITH CLEAN SANDS, FREE OF ORGANIC MATERIAL
AND SHALL BE PLACED IN 12' THICK LAYERS. EACH LAYER SHALL
BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING
SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR
MANNER.
11. WHERE PATIOS ARE INDICATED DV OTHERS, THE PATIO DESIGN NOTES
SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY.THE PATIO
DESIGN IS BY OTHERS.
12. WARNING! TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR
ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH
THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM
FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR
OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING
UPLIFT PRESSURES.
13. THIS PLAN REMAINS THE PROPERTY OF HORNER CONSULTING
ENGINEERS,INC. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR
TO ANOTHER WITH OUT WRITTEN PERMISSION OF HORNER CONSULTING
ENGINERS, INC.
12' 12' 18'
1
DETAIL OF STEPS N.T.S.
CONC.
STEPS
HYDROSTATIC
VALVE 1 1/2'
WELL POINT
4' X cr BOND BM.
W/2 - #3 CONT.
COPING
TILE
WATER LINE
ch.
4' TO 6'
MIN VERTICAL
2' -3' SHALLOW END
3' -0° DEEP END
APPROVED
FINISH
WELL POINT DETAIL N.T.S.
WTEgLoclA , BR►Lk QPw
I N 4 I -(0 CO NI QAGZ
2' COVER (CENTER)
J 4' TOP & 6' BOTTOM
W/ #3 AT 12' O.C.
EACH WAY.
STEELTEX FORM,
/ A---__ STEELTEX
OR EQUIV.
#3 AT 12' O.C.
6' MIN. E.W. BOTT. CENTERED
TYPICAL WALL SECTION
N.T.S.
IMPORTANT NOTE!
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL
LESS THAN 8' -0' DEEP AND SPECIFICALLY DESIGNED FOR
DIVING. THIS POOL IS NOT DESIGNED FOR DIVING.
2.2
2g l
1!7 MAXIMUM SLOPE WATER LINE —
IN SHALLOW END MAIN S
DRAIN
GRATE TO BE FASTENED
WITH SCREWS.
ROCK BED
LONGITUDINAL POOL SECTION
t
i
TO SERVICE
PANEL
WP GFI 10' TO
20' FROM WATER
48' MIN.
POOL
BECK
8'
MIN.
100 WATT LIGHT
W/ LOW WATER
CUT OFF DEVICE
JUNCT.
BOX
1'
co'
TC
N.T.S.
SPST TOGGLE
SWITCH
WP MANUAL STARTER SWITCH
( TYP )
' NOTE!
ALL ELECTRICAL
SHALL CONFORM
W/ N.E.C. ART. 680
IN POOL AREA GROUND
ALL BOXES, RAILS, LIGHT,
MOTOR, ECT. W/ #8 WIRE
ELECTRICAL DIAGRAM
12V TRANS.
NON - CORROSIVE
COND.
3- 12 IN 1/2 COND.
SKIMMER
— Vcirt
8' MAIN DRAIN
PUMP FRAME,
FILTER TANK MOUNT
1 3/4' x 3/16' TAP CON.
REINFORCED CONC. SLAB (4'THK.)
— i l �lll
III=
FILTER
POOL PUMP, FILTER
AND HEATER ANCHOR
P❑INTS(TYP.)
tk
PRESSURE GAUGE AND
IR RELIEF VALVE
PIPING SCHEMATIC
PUMP
MOTOR
A
N.T.S.
18'
NOTES! ANCHOR BOLTS THROUGH
BASE (1 3/4' x 3/16')
(TAP CON) FOR POOL PUMP & FILTER
HEATER SHOWN AS OPTIONAL
(4) 1 1/2' ANGLE BRACKETS (GAS HEATER)
(4) 2 1/2' ANGLE BRACKETS (HEAT PUMP)
WITH (4) 1 3/4' x 3/16° TAP CON AND
(4) 1/2' SELF TAPPING SHEET METAL SCREWS.
POOL EQUIPMENT ANCHORING N.T.S.
FILTER
1 1/2'
PUMP W/
CHAIR & LINT
STRAINER
SWI OUT DET•. N.T.S.