79 NE 93 St (13)U R: V- f
ZZAN,Q Wr3 QFJ -, 91 - ? 2• ,A` •+
SU DIVISION =4 M-E NOE P} A A T QF M IAMI f 5H O kE" r `$te,r,i t f"
Ac 'fo the Plat f Hereof as` reco did i� PI Book i o afi P.a e► No `Z4
Pui lic Racords ' of QA ,." Coun}!Flori a,f`
S
EXIST. OV =R'4EAD
PO't!ER SERVICE
CONTRACTOR TO ENSURE
tti1►V. 10' -O" I ORIZONTAL
DISTANCE FROM O/U LSE
TO POOL WATERS EDGE t
t
EL P I C T 1C . ti
MATER
''
EXIST, i50 A -
HOUSE PAS k �
r
•
\ ACC =S$
�yJ
i EX!S r.
TK)
1o 6
,
,
,
,
,
1 T C•
ID % C'
75.0'
i
S1Nii%1t1,1MNG
POOL
POOL
DECK
O
•
13.0'
12' -6"
POOL E0UUP. PAD
EXIST, FENCE
,ELF CL. Ov11YG !
F LATC'r-IMyG
GATE
LEGAL DESC2PTION
1/2 OF LOT 22 ALL LOT 21. '' OCK 3, S1.20IVISION AMENDED PLAT OF MIAMI
S! -'OAS $cCTlON I. - ACCORDING TO T:-h PLAT T1- REOF AS RECORD IN
PLAT BOCK 10, PACE 70, OF TI- PLOLIC RECORDS OF DADE COUNTY, FL 0R►DA..
EXIST. SANITARY/
SEWER UN
EXIST. WA TER
L a,'
EXIST. WATER
M TER
48 HOURS BEFORE DIGGING
CILL
TOLL FREE
1 -800- 432 -4770
SUNSHINE STATE ONE CALL CENTER
OF FLORIDA
SITE PLAN
cA1E=1'- Io -o"
In
NW 103 Street
POOLS BY ANDREWS
ENGINEERING FACT SHEET
CUSTOMER NAME: STOWE, HOWARD
.JOB #: 797- 149 -07 P.O. #: 1406
ADDRESS: 79 NE 93 STREET
PH#:
LEGAL DESCRIPTION1 /2 OF LOT 22 & LOT 21, BLOCK 3
PB 10 PAGE 70
BUILDING DEPARTMENT: CITY OF MIAMI SHORES
SE TBAC_K: SIDE: 12' -6' REAR: 7' -6'
OTHER ZONING REO. :N /A
POOL SIZE: `.,/I5' -0' L3O' -0' S.F. :364 GALLONS :10,920!
PERIMETER: LF 80 (LESS S.U.) POOL DEPTH: 3 F t. TO 5 F T.
COPING: POOL: SEE POOL MISC. TILE6' AT WATERLINE
SWIMOUT: 4' - 0'
SKIMMER: 1 INLE TS:3 MAINDRAINS: 1
CLEANING LINESTUB aUT ONLY
POOL CLEANER TYPEN /A
FIL TERD.E. SIZE36 S.F. POOL PUMP: 1 1/2 H.P.
BOOSTER PUMP: NONE
POOL LIGHTS:(1) 75W 12V HALOGEN
IN T ERIOR POOL FINISFREBBLE TECH (WHITE PEARL)
HEATER: NONE POOL & SPA
RAISED BOND BEAMS: 12' @ 13 LF
POOL MISC.:3' SHEER DESCENT WATERFALL
EXIST. PATIO r0 BE TOPPED W/ KOOLOECK
COPING POOL: CANTILEVER POUR & CORAL B/N BRICK
DECK TYPE: KCOLDECK SD.FT. (LESS COPING); 369 S.F.
FTRS:o6 L.F. DECO- DRAIN:r5O LF
EXISTING PATIO: SQ,F4.0 ELEVATION:
ACCESS: NORTH SILRAULSOME DROP FILLYES
ELECTRICAL HOOK-UP: INCLUDED
LADDER: NO HANDRAILNU ENCLOSUREEXISTING FENCE
SPA: PERIMETER: GALLONS:
It OF JETS: SPA DIMENSIONS:
SPA RAISED: SPA LIGHT:
AIR BLOWER: ADDITIONAL SPA: PUMP:
FIL TER: HEATER:
SPILLWAY: GLASS BLOCK DETAILS:
SPA MISCELLANEOUS:
FOOLS BY
ANDRENS
12245 5Y4.112114 SrRE r
MIAMI, FLORIDA 33IZ6
PH. 210 -1146
LOCATION MAP
X
NE 93 Street
K ENIGINEE.niS AaSOC, INC.
!650 3 lid A`v'E !Lr'11,FLCROA
5UtTE i %3
(32,3) cb1.013
GE . OF FRCP. F '.s `to. EI? 46 °.4
KEFILER GNGINLLItING ASSOCIATES, INC
0 E N . L I N E
AQUATIC .ENGINEERING STRUCTURAL. EN''
6, W.WB. li ND a\V JG tV1 `L
IMC9 igg7 -. (4_S OPA
1,, R S
!VEERING COST CONSULTING
r
NOTICE TO BUILDER
TO THE EEST iF OUR kNOF+LEOUE AND BELIEF, THE INFOR—
MATION CCNTALNED ON TYE`_.E CRAN.NCS CGNFCfiMS TO i
STANCAROS SET aN THE SOUTH fLCR'OA BJI1CiNG COLE.
T1 CON1RACTOR SHALL E{£ kE` ONS!EtE FOR VER,FfING
ALL O MENSkONS, AND FIELD COJNCITIUNS F RIOR TO THE
START OF THE MOF:K, ANO NOTIFYING 11-tE ENGINEER, AT
ONCE. of ANY 14+0 ALL ERRORS, 015LFEFANCIES.
IRPEP.R PSiT ES, OR CMFSSKMS PERIA.tNING TO ME
4 .;C(ESSFUL coMF'LETIOh1 OF THE PROJECT INGlCATED.
PROJECT NAME:
Jam.
•
HONARD 3TOk
RESIDENCE
1 Ne 13 STREET
MIAMI SHORES, FLORIVA
1 JOB No.
//2i3/11 .
O.T.
AS NOTED
O i f' 4
DRAWING
NUMBER
5P -I
'EXIST. PATIO
(1O
TOPPED)
CSI TRA.T
T ENDS
T ,51//M JT
LAYOUT PLAN
SCALE: 1/4
KEHLER ENGINEERING ASSOCIA'PES, INC,
0 E N G I N E E R S
AQUATIC ENGINEERING STRUCTURAL ENGINEERING COST CONSULTING
'= 023 _ o a U QN4d) L. 'J VENIU Lit 1]?g UVUI]L -' ,M20, {I'L l'�lli-ZSomn, (- 23 IJ
r
NOTICE TO BUILDER
TO THE BEST OF OUR K NO OLEDCE AND BELIEF, THE INFOR—
MATION CONTAINED ON TNE`_.e DRAWINGS CONFORMS TO THE
STANDARDS SET LN THE SOUTH FLORIDA BUILDING CODE.
THE CON TRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
ALL DIMENSIONS, AND FIELD CONCNTIONS FRO TO THE
START OF THE 'iYORK, AND NOTIFYING THE ENGINEER, AT
ONCE, OF ANY AND ALL ERRORS. DIS ?EPANCIES,
IRFEOAAR:ITIES, OR OILASSSXA S FIERTAINING TO THE
9.1cCESSFUt COMPLETION OF THE PROJI£CT INDICATED.
.CRAL BULL NOSE
ERICK COPING ON
RAISED BEAM
•4 -EL. +12'
GFCI RECEPTACLE SMALL
6E LOCATED NOT CLOSER
THAN 10 FEET NOR MORE THAN
20 FEET FROM MIER`S EDGE.
POOL
MI P
PAD
12'
*1A0(
A$OYE W.L.
PROJECT NAME:
4P
HO JAPD STOVE
RESIDENCE
11 NE 13 STREET
MIAMI SHORES, FLORIDA
#kt10IJ �► 6 SQUARE CERZG TILE
HANDHOLDS AT O.C.
LOCATE AS SHOP N ON PLAN __ _ ____ - POOL WATERLINE
FOOLS BY
ANDREY 4S
NAND HOLD ISOMETRIC
PLAN LEGEND
UNDERWATER 12 VOLT POOL LIGHT
POOL = 75VI
GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER
THAN 10 FEET NOR IMQRE THAN 20 FEET FROM POOL
WATERS EDGE
12243 S.A. 112TH STREET
MIAMI, FLORIDA 3312
P14. 210 -1446
JOB No.
DATE
GRALLN E Y
CALE
S4 EAT
O.T.
FOOL COPIN°
POOL WATERLINE TILE
RAISED BOND BEAM
c \5IHeL
1/28/11
KENLER ENGINEERNG 4S30C.
4330 34 liND AVE. Ilf/-4"i1, FLORIDA
7IwIITE I5
•3
CEPS F'R . , • . o. EaVg."0 40°.!
AS NOTED
SHEET 2 OF 4
DRAWING
NUMBER
5P -2
POOL RcTUP.N
•TYP. Of 3
SVVIM1MING
POOL
PIPIN PLAN
SCALE: 1/4" = 1
ANTI- VOQTEX
MAN-OQAIN
STUB OUT F02
FUTL'f�~E CLEANING LIB
POOL
EQUIP
PAD
KEHLER ENGINEERING ASSOCIATES, INC
o E N G I N E E R S o
AQUATIC ENGINEERING STRUCTURAL ENGINEERING COST CONSUL'T'ING
a 4VioJ �M0 I�•g D V/ 1 Ll OCQ O FLgi SiUA `1
1 /2
2' VrNT1�2I A.2 SUPPLY TO
4)1020 - EQAPY JET LINE
3
2 112'
SHEER DESCENT PLAN
2' SKIMMEf1 LINE
1 V2' POOL 2E TL 2N LANE
I lit" S!- cEQ D KENT LINE
2' POOL MO. LINE
1 V2' S'NIMOUT 1-41'DPO-T1 -- APY
.;E T
appLy 1.)1
2' SILO OUT.FO2 FUTU'E CL EANNG INE.
c4
c4
NOTICE TO BUILDER
To ME AST OF OUR hl c uc AND EEt:EF, 11 INfOR-
MATION CONTAINED CAN THE`.E DRAW■NGS COW-(PAS TO TSiE
STANCAPOS SET ,N THE SOUTH FLORIDA DJILCINO, CODE.
• n-{t- CONTRACTOR SHALL EE F.E ( _Pr)NS'EtE FOR \tR.FYWG
ALL pit/1.1 AM) FIELD C NOflX vS FPjOR TO THE
START OF THE KAY, AND NOTIrYNG THE ENGINEER, AT
OW. OF ANY.ANO ALL ET12ORS. DISCREPANCIES,
fFFEGTJIARITIES, OR C) 44SSiONS PERTAINING TO THE
SUCCESSFUL CCfdPtETION OF THE PRO. CT aNOICATEO.
PROJECT NAME:
SHEER DE5GEN7 ISOMETRIG
PLAN LEGEND
PVC SCI- 1EDULE 40 NSP APPVD. PPE
ANTI - VORTEX MAIN DRAW ASSEMBLY
2" STUB OUT FOR FUTURE CLEANING LINE
fk TOP LOADING NSF APPROVED
SURFACE SKIMMER
I V2" ADJUSTABLE EYE13ALL
I POOL RETURN FITTING
HOWARD STOWS
RESIDENCE
Z4 NE 43 STREET
MIAMI SNORES, FLORIDA
FOOLS BY
ANDREN5
!2243 SA 112TH STREET
MIAMI, FLORIDA 33186
FH. 210 -1446
1' MTER FEATLRE SUPVLY
PIPE SN-E OTHER 3t9e
' PLL 'WT' LP
----- 2 1/2' X 3 V2' EifEP NOtCH
-- TOP OF EEAM
KE'PLER ENGINEER^ s 4550:, .
6'•330 3!1l 1 2:40 AF. - 1!I 1, FLCR CA
,SUITE !i3
(3&)'o14
CEP OF PRO. 1
yo. E 60 04 :4
DRA WING -N
NUMI3IFJR
5F7-.3
3 = >>>s333.�333s �933333��.- .- 3���33 � �--- 3.3333- > - -3 -- 33333333 >3 = 333333' 333333333 �333s�s3..- s >333�33�3s33s =s 233333 � :J33�3- 3ss3�.333333s33, 333�s .
: J
Sox
43'CLR
i $ LEr
CRIveN 12tTO 31 BN.=
1' LIGHT CalDuiT -_ _
002 ECTED WITH
allcnrt4
SrT4- C:S:20 LIrsNT�
140 6 Uht4 SEPLAGEAaLE
1 00- 300 WATT CAPACITY
BIJL$ AO 5 FOOT PIGTAIL
WIFE WRAF' FOR i• R1IC'#
LIGHT' 4 9.FFACE GP C ECK
CGFfER GRCIjv A"iO FED
TO NICI-1E
ER/43 GROW USE c:l A iP
:.'ir,I4O ED TO WALL STEEL
WET NICHE LIGHT DETAIL
N.T.S.
N.T.S.
2 VOLT TRA` S-
FC'ER SOX
110141 TO yI-
3 FIJI FRArE
FFEGAST CONG.
0.06
r,, :Nf1 -PA: e.
,• PJG WO.
1413 3JT i1-A
PeL INS. AP
LIOI+T CGFD
. v. LLFi IN
N1UiE
iNSl1.A1Efl
11/2 1,P
POOL P31J
:EE DATA CHART
2' 5� our FC • PJPa,4E
2' POOL 'uKii1^ER LANE
2' POOL MO. LINE'
POOL FILTRATION SYSTEM
EQUIPMENT SCHEMATIC
SWIMMING POOL
LONGITUDINAL PROFILE DETAIL
1 Ir' WATTE
I NP TO LAI.N
& RIIKLER
•
, U' POOL REP.iRI4 LINE �
1 Ir' NTC!O- Tt .iET LINE'
1 !/2' S1-EER DESCENT L NE'
F1 TO MATH
POOL INTERIOR
t /2 • 1' -0'
25 ,. 0 1
• `
r �
MP VALVE
31tEGLA53
1
D.E.
POOL FILTER
+;H A.R FELEF
12 . r '
j
STEEL TO RUN Calt2 1OhLY N
AREA OF 9TEP5• FOR :4
Df E rrP. i SELL SECTION
11113 Si#ET
TATEput CF POOL.
h»AY 11J1 SlrfE 5A I tL !tDt
EXCEED I FOOL 111dIGAL N
1 FEET POR12OVTAL.
ANTI•VORTEX it4
CRAN G.E&FalSLY
:dl CTX9MATY vALYE
C
•
TYPICAL STAIR DETAIL
r ?' •0
KEHLER ENGINEERING ASSOCIATES, INC.
0 E N G I N E E R S
AQUATIC ENGINEERING STRUCTURAL ENGINEERING COST CONSULTING
c jg haver itm ro]a[w - to o iuomar
POOL
MOTOR
FUJIIP
3'!2 - I /2
2P, 20A
;w1•I/2
IP, .5A
POOL
LIGHT
UPON VISUAL INSPECTION EXISTING PANEL
61-1010 ENOUGH AVILABLE CIRCUITS TO
SERVICE NEW POOL EQUIFMENT DEMAND
KOOL DECK TCfP Z
CH 4' Cait.RET'c 51..43 GN GRACE.
REINFORCE 51../43 MTN 6' X 6'
1 %0'4) LJ, E 11ES14.
CAN TREr'EROrE>iT''C R
FEF.LiLETECH i
U:ATEFLINE
PETl.R4 FI1T245
N3TM.LED 1 -'0'
TO 2' -0' OELOW
WATER LEVEL
POOL ELECTRICAL SCI.4EMATIC
N.T.S.
FN; ;41 TO i ATGI4
POOL INTERIOR
;'axa-kJ -1 PTI-4 �t
E5EL0 (WATER 11OT c,
TO EXCEED 24'
TILE VISION i IAF(ER&
CONT,RA3Tulri N COLOR
POOL iNrEFdCR FN131-1
PLACED FLIJb11 U.V WALL
al FACE OF R1,ER
POOL SWIMOUT DETAIL
3/8'41' -0'
C,
Ffee E EGI i'J11tE PE.QI
F2\1131-4 ON WALL AND
R.00R SI.RFACE
TYPICAL WALL SECtION
1'.1 -'0'
`x',4/3 31T•1'C
INTEGRAL W/
FIXTLRE
EX19T.
:SA GFI
RE CPT.
r---- NOTICE ' BUILDER
TO THE BEST OF OUR M.NCNLED(. AND EEUEF, THE INFOR-
MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE
STANOARDS SET LN THE SOUTH FLORIOA BUADNG CODE.
THE CONTRACTOR SHALL BE RESPON BLE FOR VERIFYING
ALL DIMENSIONS, AND I 1D CONDITIONS PRIOR TO THE
START OF THE NJRK, AND NOTIFYING THE ENGINEER, AT
ONCE. OF ANY AND ALL ERRORS, OiSCREPANCIES,
IRREGIAAFJTIES, OR CMISSIONS PERTA.iNING TO THE
` JCCES.FUL COMPLETION OF TI-+E PROJECT INOICATED
ISA
SW NOTE:
SEE SP -2 FCR LOCATION OF
GPI. RECEPTACLE
' J \
CENTER STEEL N ltiI.LL-
J FOR SPAG IN : EE TtP.
- :
- .LL : .nOH rr;13 S1+ELT
EXIST.
METER
CAN
a
EXIST. FFL
SERVICE
R -DPE3A
!8"
rJ
8' X b' rarlcE:ED
51:43 EDGE
-2 1 '3'3
I•5 eAR
COW Ri0.6
6' FNEJ'AT /CAL LY
PLACED COMIC. WALL l:,W
'3 eAR3 12 N. C.C. EACH
WAY CENTER STEEL
Fc'=
.30049 P31
STEEL CLEARANCE
FLOOR 3tEEL SMALL MAINTAIN I'
CLEAR FROM TUE EARTH 3
SI.SFACE AND i' CLEAR FROM
TPOtEL ED €a.PFACE
6' FNEIVATICALLY
PLACED CCNC. FLOOR W✓
'3 SAR3 12 N. C.C. EACH
WAY C LATER 3TEEEL
F.'1 3000 PSI
PROJECT NAME;
HOVRD STONE
RESIDENCE
11 NE 13 STREET
MIAMI SHORES, FLORIDA
333 y�i. Y > > >ay3 >�i3 »y= .s333 >yy.as.» »pia >.y » >y >y �3 s:s a= i >a >.a >.ay•
POOL DATA
FOOL AREA
FOOL PERIMETER
FOOL VOLUME
TURNOVER RATE
FOOL PUMP N.P.
POOL FILTER
DEGK AREA
BLOWER
UPLIFT DATA
TCP OF POOL lL!ALL ELEVATION
( FP. ELEV. MIMS' 6')
2OTTOM OF SLAB ELEVATION
COUNTY FLOOD CRITERIA
CEDUCT SLAB BOTTOM
ELEVATION
POOL I„i 'LIFT FORCE
CEDUCT 2'0' ALLOILED FOR 1 .13E
CF 2' N'rROSTATIC FRE3�:RE
RELIEF VALVE ( -2.00)
RESULTANT UPLIFT FORCE
SLAB THICKNESS REO D
( 6' SLAB FCR ?'S CR LESS)
GENERAL NOTES
FOOLS E3Y
ANnREVIS
12245 Sit. 112Th STREET
MIAMI, FLORIDA 33186
FN. 210 -1446
364 SF
80 LF
10,910 GAL
2.42 HOUR
1 1/2 NP
DE. 36
561
NONE
10.0'
4.11'
6.5'
4.11'
2.33'
-7.0
033'
O UPON VISUAL INSPECTION SITE SOILS REVEAL A
CO` eiNAT1ON CF UNDISTURBED SAND AND LIMEFOCK
A PRESUMPTIVE BEARING OF 2000 P":.F H4S BEEN
UTILIZED FOR DESIGN F'I R'FOSES.
ALL STEEL SHALL BE ASTM A615 GRADE 60
ALL CONCRETE SHALL BE FNEUMATICALLY PLACED
(SPOTCRETE CR G..NITE). MiNii1JN COMPRESSIVE
STRENGTH :HALL BE 3000 PSI iN 23 DAYS
ALL ELECTRICAL 'DWG X SHALL BE DONE iN STRICT
COMPLIANCE WITH ALL SECTIONS CF ARTICLE 680
NATIONAL ELECTRICAL CODE LATEST EDITION.
® DO NOT CRAiN FOOL 1 UNCER 1-11614 GROUND WATER
CR STORM CONDITIONS.
6 ALL FOOL PtF NG ,SHALL BE SCI -EDULE 40 PVC NC
THREADED PIPE WITH SOLVENT 1.1ELD )Oi1VTS.
O POOL LIGHT TO BE GR(XINCED TO COMMON BONDING
GRID CONSISTING OF 1 -'3 CGNT (MOUS COFFER WIRE
LOCFED AROUND FOOL PERIMETER LOOP SHALL BE
GROIJNCED TO PANEL VIA FOOL WALL STEEL, DECK
REINFORCING, AND PUMP MOTOR CASING.
KEHLER ENGINEER*Y.s ASSOC., INC.
4550 3!11. 11NO AVE. i1!A'1I. FLORIDA
STATE U5
(3P.3) 261.23;5
CE%OFFRS,PP •.E?0004;5:4
JOB No.
DAIS
C RA ay
6CALS
SKEET
//2/11
O.Y.
AS NOTED
SHEET 4 OF 4
DRAWING
NUMBER
SP -4
■
•
JY
Crtz]��.�.Fl« • !
,
tone' b1,—Y: , V :�' -- 1- Fa411 - Y ,ttI111
i ,
b
`3. Q 4
1 1 ,
"1'1 2 - C,t~ I x c; - = "p x 3 /t" - Th1-ce )11 - Cr4<� taxr1,� i 5 J�<
€,' ' 'Z'tj Y ( 4S ':( 1 /r'3 - r- 1 115 h f'•
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t.
�:-) R �. t t c, , ! ' . r4...% - -r. ' ° ,v 1 c. t
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