1270 NE 92 St (5)!a" RECE93ED
9WIMCUT W/ TILED
EDGE (WALL B EAT)
3'
2 ' 6 "
TYP.
POOL PLAN
$GALE: 1/4" : 1' -0"
RESIDENCE
NCRTt-4
W.P.GF.G.I.
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-4' WILE AUX.PCO
W/ 4 JEt9
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1. ALL FLOORS 4 WALLS Of POOL TO BE P4E 8A�i 4LLY
APPLIED CONC. U11TF4 A MN. 26 t 4 COMP R2�
STRENGTH OF 2300 PSI.
2. ALL REiNF. STEEL TO CONFORM TO 4.6.TM. 615 GRADE 60. 11.
ALL POOL PIPPING TO BE SC1-ED 40 PVC BEARING NSF APPROVAL
4. NO POOL CONSTRUCTION SHALL F 4LAR ON ANY TYPE SOILS
EXCEPT CLEAN SANDS OR ROCK : ,J1'41C 4 SHALL BE COMPACTED
TO PROVIDE A SAFE BEARING CAPACITY OF 2020 PER. ANY
CFRGANICS, MARLS, OR OTHER TYPO$ OF DELITEROUS MATERIAL
ENCOUNTERED ON EXCAVATION S=4,ALL BE REMOVED (DEMUCKED)
iN THEIR ENTIRETY, AND THE AREA SHALL BE BACKFILLED
W171-4 ACCEPTABLE SOILS AND COMPACTED N 12" THICK LAYERS.
WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS, DUE
TO 1 1.4ATEVER CAUSES, t-4E POOL 344ALL BE REDESIGNED
FOR PILINGS.
5. IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL
PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM
FAILURE BY SHEETING AND /Oft SHE: ING OR OTHER METHOD
AS REQJiRED. T1-4E DESIGN ENGINE E ACCEPTS NO RESPON-
3iOILITY FOR THE SAF=TEY OF EX16 'I STRUCTURES.
6. TkE DESIGN ENGINEER ASSUMES NO RESPONSIBLITY FOR POOL
CONSTRUCTION N EASMENTS OR REQUIRED SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM' LEGAL SURVEYS OF THE
EXISTING LOT AND RESIDENCE ARE 60 INDICATED. POOL CONTR
SHALL VERIFY ALL DIMENSIONS 1N THE FIELD AND ESTABLISH
LOT LINES, iP NECESSARY POOL CONTRACTOR AND /OR QUIVER
SHALL VERIFY LAYUOt 31-IOJ.N AN : ALL DIMENSIONS PRIOR TO
CONS UTtON.
1. CONTRACTOR SHALL ESTABLISH L XAT1ONa OF UTfL1TiEa AT
THE SITE. MIN. CLEARANCE OIMENS ON6 SHALL BE HELD AND
SHALL BE AS REQUIRED SY T1-4E AL REGULATORY AGENCY.
N GENERAL, HOLD A DISTANCE a I0 FEET FROM OVERHEAD
ELECTRIC LINES TO OPEN POOL UTTER
3. POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH
THE LATEST U.S. GOVERMENT BAPTIiY STANDARDS.
'S. MAX,MUIM TEMPERATURE OF WATERS BHALL NOT EXCEED
1 02 DEGREES F.
SKIMPIER
3" MAIN GRAIN
(ANTI - VORTEX)
PIPINC.1 SCNEMA1'I<
IMPORTANT NOTE:
NO DIVING BOARD AND NO DIvi ' • IS ALLOWED ON ANY POOL
LESS THAN a' -0" DEEP AND SPE IICALLY DESIGNED FCR
DlviT`iG. THIS POOL IS NOT DESIGN p FOR DIVING.
PANEL- -
LP GFI 10' TO
20' FROM WATEF:2\-
PRESSURE GAUGE AND
AIR RELIEF VALVE
E
23'6"
11
- a
"
(
LINE —�
DRAIN
-!AN
LONGITUDINAL Ft <20L SECTION
1:1 MAXIMUM SLOPE W'ATI
M SHALLOW END
TO SERVICE
46" MIN.
1
a"
MN.
FOOL
DECK
300 WATT LIGHT
W/ LO.0 WATER
CUT CEF DEVICE
F1 TER
.- 1 1/2"
.4 x POOL
MAIN DRAIN
T1- VORTEX)
.per TOGGLE
SU,1 TCH
iN POOL AREA GROUND
ALL BOXES, RAILS, LIGHT,
MOTOR, ECT. -u is W+RE
ELECTRICAL plAGR4M
1 H
Pj1P W/
\._ -HAIR 1 LINT
STRAINER
N.T.S.
6'
I -2P -20 MOTOR/I. AMP F J
1 -;P -+3 300W LIG:IT 25 AMP
I -2P -60 HEATER AMP m,-
WIRED TO ( AREf3 IN PANEL
J J - 12v TRANS.
/La-- 3- I2 IN l/2 COND.
-- NON- CGRRDSIVE
COND.
N.T.B.
PUMP
MOTOR
4 "X6 "BOND BM
W/2 -r3 CONT.
COPING
TILE
WATER LINE
fi
4" TO 6"
MN VERTICAL
2' -3" SHALLOW END
3` -0" DEEP ENO
TC r -11P MANUAL STARTER SWITCH
3"8'S iN 1" COND.
NO1E:
ALL ELECTRICAL
SHALL CONFOFrd1
w/ ART. 680 NE.C.
10 MIN 4' FENCE WITH SELF - LOCKING GATES REQ.
AROUND ALL UNSREENED POOLS.
WHERE POOLS ABUT OR ARE PLACED NEARBY
SEA WALLS OR BULKHEADS, SPECIAL CARE
SHALL BE EMPLOYED. THE WALLS SHALL BE IN
CsOOD CONDITION NOT PERMITTING ANY SHIFTING
OR REMOVAL OR LOOSENING OF THE SUPPOR-
TING 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 OF THE PROPERTY OWNER
WHEN EXCAVATING FCR THE POOL, THE SEA-
WALL TIEBACKS SHALL NOT BE CUT. NOTIFY
THE ENGINEER FOR INSTRUCTIONS, WHEN CONC.
DEAOMEN FALL WFTHiN THE EXCAVATION.
12. THE CONTRATCR SHALL BACKFILL THE POOL &HELL
WITH CAUTION. THE PLUMBING SHALL NOT BE DIS-
TURBED. BACKFILL eoAI.L BE ACCOMPLISHED LOIN
CLEAN SANDS FREE OP ANY ORGANIC MATERIALS
AND SHALL BE PLACED iN 12" THICK LAYERS.
EACH LAYER SHALL OE COMPACTED TO 909E OF THE
SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY.
SOILS BELOtU THE PATIO SHALL BE PLACED IN
A SIMILAR MANNER
13, WHERE PATIOS ARE INDICATED BY OTHERS, THE
PATIO DESIGN NOTES SHOILN ON THE TYPICAL
WALL SECTION DO NOT APPLY. PATIO DESIGN
SHALL BE BY OTHERS.
14. WARNING: TO EMPTY POOL AFTER CONSTRUCTION,
FOR REPAIRS S OR ANY Qfl'ER HYDRO-
STATIC UPLIFT PRESSURES I EN
MUST BE ELIMINATED TO PFSVENT THE POOL FROM
FLOATING UPUJARD. THE OWNER MUST CONSULT A
POOL CONTRACTOR OR POOL REPAIR CONTRACTOR
EXPERIENCED IN ELIMINATING UPLIFT PRESSURES.
1 3. THIS PLAN REMAINS THE PROPERLY OF THE DES -
IGN ENGINEER IT 18 NOT TRANSFERABLE FROM ONE
CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN
PERMISSION OF THE DESIGN ENGINEER
APPROVED
FINISH(
*3 AT 12" O.G.
6" MiN. E.W. BOTT. CENTERED
TYPICAL WALL SECTION
( FCR DEPTHS TO 6' -0" )
IYDROSTATIC
VALVE 1 1/2"
r•
WELL POINT
THREADED PVC
PIPE
4" CONC DECK W/ SLIP
RE8l8TANT TOPPING
(W /6 X 6- W.4 X 1 .111.4 U) F )
ON COMPACTED FILL WITH
ALL ORGANIC MATERIALS
REMOVED ( SEE GENERAL NOTES;
j SLOPE
J
a "xa" CONC. FIG
Lid 1"5COM%
2" COVER CENTER
I 4" TOP 4 6" BOTTOM
W/*3AT12 " O.C.
EACH WAY.
STEELTEX FORM,
KRAFTBOARD CR EQUIV.
REMOVE GRATE AND WELL POINT
VALVE FROM MAIN DRAIN, AND
ATTACH AUXILLIARY PUMP LINE
WHEN EMPTYING.
WELL POINT DETAIL
N.T.S.
GRATE TO BE FASTENED
WITH SCREtL'S
3/4" ROCK BED
( MIN. 3 YDS.
ROCK TO STABILIZE
$OIL.)
N.T.S.
1?,
W .
I
12" 12"
12" 12"
DETAIL OF STEPS
7
CoNc.
- STEPS
N.T.S.
POOL DATA 4 EQUIPMEN1
SIZE: 11'6" x 26'
CAPACIT1'9664 GALLON
PERIMETER:15 LF. 212 6F.
PUMP: ill N.P.
FILTER: CART.
TILE: 6" STANDARD SWIMOUT: 'a" SEE PLAN
COPING>r3ULLNOSE -BRICK HEATER:10 KW
CLEANING LINE: - --
CHLORINATOR --
TYPE OF PATIO: SPRAY
EXIT RAILINGS: - --
AUX POOL PUMP:-
AUX POOL SP: 184/'6 L.. RAISED: - --
QTY ,ETS: 4
BLOWER:- - -
INTERIOR MARCITE
MISC:
DEPTH: 4' TO 5'
14ANDI -4OLD --
TURNOVER 12 HOURS ( MAXIMt,r ) 2 HRS.
AUX POOL TURNOVER RATE: '0 MN.
2 "X8" SPILLWAY OR
WALL 2" BELOW BEAM
2"
T
SPA WATER LEVEL
6" WALL W,*3
6" O.G. EACH WAY.
TILE -
(TYP.)
QIhY GLASS BLOCK' - -
"6E)E *`fi'1GAt '.LALL —
SECTION FCR QETAILS
8" SPA DRAIN W/ ANTI YORTEX
GRATE SECURED W/ SCREWS. -
SPA DETAIL
QTY RETURNS :3
LIGHTS: 300 WATT
SCREEN: - --
DOD: - --
SPILLWAY:
SUJIMOUT DETAIL
ELEVATION OF DECK IN RELATION TO I- 40USE:
4'-0"
SPA BEAM
COPING TILE
N.T.S.
STEP
14" HIGH
BENCH —r
-2" TO PUMP
N.7.3.
NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL
CONTRACTOR SHALL SUBMIT A REv161ON TO
THESE DRAWINGS SHOWING EXISTING SERVICE
WITH ADDITIONAL LOAD CALCULATIONS AND
EXPECTED 46 -BUILT CONFIGURATIONS IF
DIFFERENT FROM THESE DRAWINGS.
NOTE: ESTABLISH PROPERTY LINES
ACCURATELY iN FIELD, AND
HOLD MiN. SETBACK REQUIREMENTS
%A/Er-L-10,0-v
\ \ 31'
200 AMP.
PANEL
- .- ...... �-- --
SOIL STATEMENT
SOIL AT SITE 18 SANDY AND HAS
A '000 PSF SAFE BEARING CAPACITY
AFTER EXCAVATION AND COMPACTION
SHOULD ANY MUCKS, MARLS, OR OTHER
ORGANIC SOILS BE DISCOVERED ON
EXCAVATION, THEY SHOULD BE REMOVED
N THEIR ENTIRETY, THIS POOL REQ. '000
PSF BEARING CAPACITY.
HYDRAULIC UPLIFT COMPUTATIONS
FLOOD CREST ELV. FOR AREA
TOP OF POOL ELV.
BOTTOM OF POOL ELV.
HYDRAULIC HEAD "
ALLOWANCE HYDROSTATIC VALVE,
NET HYDRAULIC HEAD
1.16E MiN. 67141CK CONCRETE FLOOR SLAB
LEGAL DESCRIPTION
LOT:14 BLit: 3
SUBDIvIS1ON: BAY BLUE
PLAT BOOK:44 PG: 63
PUBLIC RECORD O4WADE COUNTY
26' � n
PROPOSED
POOL
g Si
WATER SERVICE
SITE 'LAM
SEWER
SCALE: 1" • 20
I6'
SERVICE
:23 1997
6.3 M6L
a.P.S M8L
- 3g, IvMSL
-2.0'
:6-5 I ■40
A. YEiiT ` Y: �1.`f -5.41: P. .
STAGE OF F1.Qa!1'fi V1313
CIVIL-STRUCTURAL
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L'OT 13
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92 nu
!9 PAY/NO
Fine 225
LOT 14
. em'
75 1.R 75
Pc9tittif u ie
ST.
1$ 75
LOT 15
f?
.9e00
205'
I C - 15 P 1
225'
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� �LB ,
M. D. OARRI3 CIVIL AND CONSULTING ENGINEER
JUNK 16th, 1955 MIAMI, FLORIDA
I heroby certify that the attached. sketch of survey" shows a: true K,
survey of Lots 13,14. and 15 Block 3 o f L'A ? LUHA ' according , to. the
plat thereof recorded in plat book 44 at page 63 of the pubiie
recorde of Dade County, Florida.
That the boundaries of the above described property have - been
marked as 31-.own on the attached sketch:
That this property was vacant on June 15th, 1955,
That the hedge is located'on the ;lest line of this property as shown.
That the pole is located on this property as. shown. •
That, there lyre M B. CARIB ,: '
no enoroachrients on this property by any structure.
signed this 16th day of June A. D. 1955 at Miami', Florida.
Wilton' $ r G fl � .
Registered Civil Engineer No. 3592 ,(
Land $urve Y or. No. 72 9
State of Florida
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SIDE BEAN
HOOP O0FF BEAN -�
CABLE CONNECTIONS
ASSEMBLY P 20,21,23,27.
ASSEMBLY Q 20,22,25,27.
PUI
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• 16 OA. 9/32'SEA11 20 OA. 5 /16'SHAI1 24 OA. 3 /8"SEENE
PURLIN r Y
SILT BEEN
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1.4
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PLAT of R00
CABLE CONNECTIONS
lIC0PES3 OVAL SLEEVE
3/52" CABLE USE 18 - -
1/8 " CABLE US1 18 -3 -8
2" SIN.
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9 G.
ROOF BEEN I
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6'-0' 81.7• 12 "C.C.
5 9'-0' SEE !
2'.0' SEC'D -2}
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b'-0' 10'4' 18 "c.c.
5. 1b BO 1 j 1 ' -b" : ULR i SI
If 13
F - O� ' - LTS •
6'-0 15' -11" 20 "C.C.
5.-0" 15•-o'
1_
7'
2i'"10. [4 "CC.
BOLTS 5'.1"
24'-1
-0
6• -0"
1 -O"
ROOF BEAN
45
MX.
STAIN TL
CABLE
SIDE BRACING
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SECT 8 -S
SECTION D-D
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2 -116 OA.
2 -120 0A. .
1 -/10 S.1. SCREW
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5-010 S.N.
SCREWS
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BEAN SHAPES A 1SSEIBLIES
D
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1LTERNATB LAVE DETAIL NO-1 '•
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SEE
BEAN
SCHBD.
iF
ALUM). SCREEN PANELS, INC.
2540 W.N. 38th. CT.
MIAMI, FLORIDA
8185 L, FLA . SCREEN ENCLOSURE ASSOC
RIND BRACING
CASE 1 CASE 2 CASE 3
CASE Y SERENE ENCLOSURES VITA ONE OA 11133 PREI STANDING CORNERS REQUIRE NO VIED BRACING
CASE 2 SCREEN ENCLOSURES RITE TWO 08 YORE FREE STANDING CORPEI3 REQUIRE VERTICAL (SIDE)
NUCLEI AT E►CE FRET 3TA1D110 C93118. SEE MIDI APO END ELsv6316P3. EBB HOOP
PLAN POP ROOF BRAC110,1? REQUIFILD.
CASE 3 SCREEN ENCLOSURES WITH ALL CORNERS FREE STAEDINO,REQUIRE VERTICAL (SIDE) BRACING
AT LICE CORNER EACH NAY. SEE SIDE ELEVATI0lS,5EE ROOF PLAN FOR ROOF BRACING.
DESIGN CRITERIA: ALL SCREEN SURFAC65,6ORIZoMZ.L s VEATICAL 00 1.9.W., U.I.I.z IO .sp-
ALUPINCN ALLOYS! YIELD STRENGTHS 58081 ARE MIP.CNLES
g S SHORE OTK8RIISI IN BRAN SCEEDOI.E.
6 60 0 6) -r 1.3.- - 16 83!, WORRI13 Y - 12.5 ash I. 5005 - Y.3. -25 c I, WORKING f - 11.5 133.
PALL THICENESSES ARE lIlIMUI. METALS SHOWN HERE ARE 61081818, EXCEPT BOLTS,YUTS,IASH8RS
SCREIS,PIPI,TURNBUCKLES AND EIRE MAY BE ANTI -RUST PLATED STEEL,STAINL1S STEEL OR BUSS.
ELL COLCYJS,SILLS W JAMBS SHALL BE ANCHORED AS SHOWN. ANCHORS IN CONCRETE SHALL BE JORDAN
PLASTIC EXPANSION PLUGS, THUNDER DOLTS OR LAO SCREWS 18 LEAD 5AIELD3 SET IN HOLES DRILLEI
TO PROPER SIZE AND DEPTH BY ROTARY TYPE BIT. WO STAR DRILLS WILL BE PERMITTED. SUBSTITUTI
ANCHORS POST BE APPROVED BY THE ENGINEER.
ELL LOADS IMPOSED
51 SOON &LISTIMO F SHALL BE COVERED 11T ARE
H SCRUM
FATBRIAL B1I80 60% DR GREATER OPEN. THE ADDITION OF SOLID ROOFING OR SIDING MAT101IAL OF
ANY TYPE SHALL NOT BE PERMITTED UNLESS AUTHORIZED BY TEE ENGINEEI. R00? SCREEN EIRE BELLE
66" 58051 THE *80155ALL E - DOORS HNG AND SELF- 0.00818EAC ENCLOSURES SHALL BE
THIS SCREEN ENCLOSURE WAS DESIGNED AND TESTED IN ACCORDANCE WITH THE SOUTH FLORIDA
BUILDI80 CODE NFTR0P0LITAI DADE 00135! BUILDING AND ZONING (,EAT. 'DESIGN CRITERIA AND
TEST REQUIREMENTS FOR ALUMINCY SCREEN 81CLO5URE3? EFFmmmIYE J 631.1,196i.
CONTRACTOR SHALL SUBMIT SETS F PLANS TO THE BUILDING DEPARTN81? TO OBTAIN A BUILDING
PERIIT. 1 SET OF PLANS SEALL CONSIST OP 1 FEIN? OF MASTER DRA8INO, 1 PRINT DRAWN TO SCALA
SR08030 ROOF PLAN ►1D ALL SIDA ELEVATIONS, PLOT ALAI SH08180 ELECTRICAL SERVICE, SEPTIC
TANI AND DRAIN FIELD. CONTRACTOR MOST BE ABLE AT ALL TIMES TO VERIFY ALLOY AND TEMPER OF
ALL ELUSIVE' 88180 USED.
T LpL8 :0 ER
FOR OE 01LOLSO IS 8 11? PLRPOSES
SEALERE VALID ONLY WHEN TEE ACTUAL PRINT IS HOLED BY
H1
THE SCREEN WIRE MATERIAL SHALL BUN AWAY FREE OF TEE SCREEN ENCLOSURE FRANI ERNE 5 1IND
LOAD
HALL CONFORM TO THE E FOL LL LWING N INI808 THE S I X N
PROPERTIES. (A) DUROYE E
TER REALNESS OF 70TO90.
(B) 5 DECREASE IN TIE SILE 3TAINGTA OF NOT GREATER THAN 20S 11TH NO PLAST1GIZI>7! EXUDATION
W E EA AT THERING TESTED CONDUCTED ACCORLANCE 5518 DESIGNATION 1142.171.
6063-16 HOURS OF ACC ELER►'IA'D
EACH ENDA ALLOY
FOLLOWING ARE APP60VYD MARES, 508 6065 xs MERE .1 6, A TELLEX 6 065. 1 6 ,
GAE 606 - T6 .
t - MAY BE SNAP LOCK MEMBERS W1TIEUT BOLTS.
1 - 1/4' BOLTS SPACED ES SHOWS IN BEAN SCREE.
2 - TYPE "8' TECO C011.A? EA.JOIST (SEX 24)
3 - 2' NON. FASCIA 1 5/ EIS.
- 1/4' 0 100E SCADS 2 2' LG. • 16%4. 5 - 1/4" / LAO SCREWS 2 1 2" L0. • 18 "c.c.
NAL DI JORDAN AIC8053 OR EQUAL.
6 - 1/8 s 1/2" STRAP 81TH 6410 3.11.3CRE
11. BEAMS DEEPER THEN 4"
1 - 1 L 2's 2 "s 1/8' 1' LO
8 - 2-/10 S.M. SCP SIDS.
9 - SEE BEEN SCHEDULE FOR WOOD SCREWS.
IEEE ANCHORING TO MASONRY USE 2 - 1/4"
ANCHORS 11
LAO 308118 o 2 1/2' IA. I1 JORDAN
10- L 2'4 2's 1/5' z 2' LONG.
11 1/1' 0 LAG SCALES x 2 1/2' L080 IN
JORDAN *ECHOES.
L2- CHAIR RAIL 4. 110 S.Y. SCREWS
1 1/2" L080.
• 13 - PORLIJ,4 - 110 E.Y. 5CR81S EA. END
1 1 /p' 00X0.
14- 1 -TYPE 1' BEAR, 2-110 S.M. 505883
FACE 810 14'0010.
15 -1 -TYPE 1' BEAN CONTINUOUS.
16 -CBE FROM KIMBLE '3'.
17 -2's 2's 1/6' PLAT1,4 110 S.Y. 3CR8MS
PLATE EACH SIDE OF BEAN.
18 - 5/16' WELDED EYE SCREW IN EARL PL00
No. 907 IN 7/16 HOLE.
19- 4' CO8GRET1 SLAB,EIT8 KISS, 8"s 6"
TURNDOWN FRO. 14 BAR CONT.
20-5/16' EYE BOLT ,WELDED EYE.
21 - 3/3 STAIILES STEEL CABLE.
22 • 1/8" STAINLESS STEEL CABLE.
23 - NICOPRESS OVAL SLEEVE.
2IM - 1 /4 "s1 1A "s1.8' CHANNEL 3'
25 -1 5/4 " 4 E 1/8 8C! S LONG.
26 - ALTERNATE FOR ITAE 2. USE ?,16 Ol.
ROOD SCREWS 318.5 1/2' PENETRATION
1170 END3 OF MCI EAFTBR.
27 - 2's2 "s1/8 "?LATE RITE 4 110 3.8.B.
28 -3/8" x 2}" LA0 SCHEN WITH RASHERS
AND THIMBLE. ,. /
1
0ATI •- p'IA0M 0.11.T assess M. CJ;GI[CM 1.0 0
CONTRACTOR SMALL 0IR,PT ALL 00/RUOR1
AT UTE SIPONE PR0CII01M NITN WORK.
REVISED 6 -19 -61
REVISED 3.16 -61
REVISED 4 -26.60
60108 I
CARR SMITH & ASSOCIATES
2600 WEST FLAGLER, MIAMI, FLORIDA
C O N S U L T I N G E N G I N E E R S
'ILI 110 SHUT SW
SCREEN ENCLOSURE TYPICAL DETAILS
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