PLANSj O 1.0
tJ ,I P,,'y eas.J
�.I r
16 G ;N P1..1—
o1 12s 24" 02•1,C
, , ,, PI 1✓ ALL
t):: 0\1,
*
C .l&
sr 5 P
t
1.
G`MF6
h
IW TERFEA TUR[ SION =RO PLAMIHRIP3 gOIMMULY,anTO
6813 SOUTHWEST 81ST STREET MIAMI, FLORIDA 3143
(305) 667 -8975 TELEFAX (305) 662 -1002
i c Plve �
E y ? PI A tr,N r
J L
1 1
II
1 1
1 1
KEHLER ENGINEERING ASSOCIATES, INC.
0ENGINEERSo
(J PPS T4 `G
I II
----� NOTICE TO BUILDER
TO T4E? BEST OF 0.,R FNOWLEDGE AND SELiEF, THE INFOR-
MATION GONAD ON THESE DRAWINGS CONFORMS TO THE
STANDARDS SET N TF SOUTH FLORIDA OUILDMG GODS.
THE CONTRACTOR SHALL SE RESPONSIBLE FOR YERI YIN3
ALL DP TENSIONS, AND FIELD CONDITIONS PRIOR TO THB
START OF THE WORK, AND NOTIFYMG THE ENGINEER AT
ONCE, GF ANY AND ALL. ERRORS, DISCREPANCIES,
NREGUI ARITIES, OR GMie•SIONS F£RTANMG TO THE
euccESSR L COT- PLETION of THE PROJECT INDICATED k
9
POOL LAYOUT /PIPING PLAN
SCALE 1/4 *- 1'-4'
NAME:
1.EWMAN
gIDENCE
1293 NE. 93T14 61"
MIAMI, FLORIDA
II
� .
• da•
JOB No.
DATE
DRAU.N SY
SCALE
SHEET
•r
2/1/93
M. NAt KEEN
A3 51 -IOU1N
OP 514T8.
ENGINEERS
I SEAL
I lam"
I. •
EL 1
•
/..11" wale+
5xisr 4.,44.1.N4
• g-Nt
1
•
- _
t 2S1
• , 4
Pavt, 544sill Pr
',■15.1, efnur
L : 23 H tott4,1 .6,4(•:, g,„5:s 2:
P ,de•I .it,415, F.% •
Ofi
fi
t fr Jd
at, 4 .61
0
_o
Nl
WAT114.111 ces pool.
1
1
6s-12'
mAxturi °Lore ei4ALi. Not .
ItareeP 1 Mot yeATICAl. N
1 Me woRtt.larr.a...
istet-vONTeX 11,444
DOAN AereekTaLY
SW11411140 POOL DEPTH PROFILE DETAIL
I , '
6 1 -12'
riff MTh
•
A grpflioITATIO VAIN! YAM! HAO NOT eliaN WOO N tie CALCULATIO4 PQ R Ryprioonc
wilt/• PO NOT MULL. A itraporrAnc 4 Ttife POOL"
t
KEHL R ENGINEERING ASSOCIATES INC.
()ENGINEERS°
SPECIALISTS IN RECIRCULATION ENGINEERING DESIGN AND CONSULTATION
ij3 gqrtErTii9m[ggiu3 mem' T RENT M�4 PL 0 (QUA ggniAlt,
1@X2
E3
6-6 7
•
- 819 7 K , VPILIMPA
; ,
MCI 51
•
- 6•EY2 -
•
-
°
ritzrot„: v ilrACIF
t1P
REIN 01..A4 &4 6' X Ips
i telt0 UMMI me•-t
7 T 246 0 7114 1. 3 A LLms. eeL PITTI OW N
PL
Mat
utile 11ARcitli POOL
c.,,,xosea.4p.rittite:/"31 *
1114115PL NI TVA
V CAA= Cji4RAJI10
rrPICAL 1141-1, bECTION
,;•
ie
--
. • ,
A? IP 04
EACH WAY
1 WALL I 4' PLOOR
NOM
Was-. CUL NULL till NO Nor
LOPP Ig44 2. 1 1 16 01WATeit
PLCCIR PAUL moil 11441AIN S
MAAR mr• nit ORM *PI
*AMC!
eon.
prReumet) SOIL BEARING VALUE FOR no
PROPERTY le 2000 Pee. 6OI. CONSISTS
G1 LIKEROCK 4D GiRAMLAR SAM .IAN TRACES
cP 64-ELL PRAa1ENT6.
C r — MAT) 11 1
4/ 411;
loW 03NT Cchrotirl ,A
fat= 4114
PO NOT MGM*
CNC.
WALL eaCTI44
Niat-cAcIRPIONNIE LIc4141
I-MOM WIN
100A• ;LOT Ai
lirt
-NO
101.10 AM I 1 R,01 PfaTAIL
WM WA, r-OitefitelONal
UcUt CIN eLPFAC11 OP TWIG
• .0 c.orroe CIFIKANP ANCHOPSP
TO Mall
ORAN GRAM UM CLAMP
ANCNOPM TO WALL . 0/1.11.
/11■11=11■411
%VIA r
/0 44-
6TPUT PRAM
1 4 V, v,
" 400
(KY/AA
..1
UNDERWATER LICINT, J-00X, T- ESOX PEfAIL
•
'et •
s '4
NoTica T(r. BUILDER •
TO Tte ftell co cx4ot teNoutz, roe. Ato
MAticti Cart AINE0 GH TWIT Di4i lGTO Tt
Of ATO Nit Ng $0144,PLORICITCOAO COOS
11-41 CoNtRAcToR L ROOPcNe4 folk‘ttArriN3
414, P1IENVoN4 C•GNPI Tp TNft
6tarct •VIRK AND Tta 10•414
9NPO, 0! ANY ANA t =etkpoor...rtemcite,.
( P4M-GULAIVIgilt QTR. PETANN3 T
OUCce0.0-0-L, COTFLPT 01 TI- il PROMO
-:*_t" ' t : : _ • t
i•vocrti ropt.
P.P(1,4;
. •••
cli.oAcf co STEP Moen
AT 51* COMA RI ITIVPICK)
rot TO MN 024124.1QUOLY N
AMA CP 011:1114,
TYPICAL STAIR DETAIL
1
•
PROJECT NAME:
LE
ESIDENCE
STREET
MIAJ1I FLORIDA __
DRAWN o'r
ecAL0
614fUT
root. AREA Go -= PLr ARr.4
poct. maim% i P DEO<
room vout-E
TUFNOMR RATE 1 " : t 4 4".!. i " 46,
POO. Iv-1.314p. 1-+
POOL PIMA 1
UPLIFT DATA CART
TOP OF FOOL WALL ELEVATICN
LESS POOL rDEPTI-4 ( 0
ELEVATION AT MAN DRAIN
COUNTY FLOOD CRITERIA
DEDUCT MAIN DRAIN ELEVATION
POOL UPLIFT FORCE
DEDUCT 2'0' ALLOWED FOR USE
CP 2' 14YDROSTATIC PRESSURE
RELIEF VALVE Nom
RENA:TANI UPLIFT FORCE •
SLAB TWICKNESS REM, 6'
JOB No.
GENERAL NOTES
1. eOIL BEARING CAPACITY 16 PRE6UMED To BE
2000 PSF. ‘flettAL INSPECTION REVEALS SAND
AND LIMEROCK SUBSURFACE cc:Nom:ma.
2. ALL STEEL SHALL, BE ASIM A611, GRADE 60.
3. ALL CONCRETE e44Au. NAYS A cct-rstaorve
STRENGTH OF 2500 P61 IN 28 DAYS. ALL
SHOTCRETE WALL t4AVE A COMPRESSNE
STRENGT14 GV 3000 PSI IN 28 DAYS. •
4: ELECTRICAL WORK 4ALL S octe N
N ACCORDANCE WITH The SP.B.C. AND
ARTic-LE 680 NEC. ALL BOND LLARE8 SHALL
BE 140 LESS THAN A oe COPPER ALL OARS
copmg wiRe calt•IcTrai rgaiT6 8t4A1.1. ce
COATED WITH 6ILICONE: CONTRACTOR
SHALL Ni3LIRE THAT AN ELECTRICAL BONDING
N6PECTIGN IS CALLED FOR AND APPROVED
PRIOR TO PLACEMENT OF CONCRETE OVER THE
BOND WIRE CGWECTIGNS. CONNECTIONS
atssctt.Y FR-1 11-4E POOL LIC.44T TO A TRANS-
FoRMER sox IS PROHIBITED. ALL METAL PARTS
N THE POoL AREA IN ADDITION TO ALL maTAL.
DOORS, WINDOWS, SCnENED ENCLOSURES,
OR OTHER ITEMS CONTANNa METAL WITHN A
0161.4ts10E OF 5`0' P-1 11-E WATERS EDGE,
8-444-L SE BONDED TO TI4E POOL GROUNDING
SYSTEM N calPLIANcE WITH BuILDNG COPE
AND NEC. STANDARDS.-
POOL DATA
ALL root. AND OR NeA MOTORS WALL ee
CoNNEcTIED PpEolty TO AN ApPRovto
ELECTRICAL 6C1-IEMATIC
DAM • I/ at
:Pe.>
....•■■■••■•■••■■••••■•■•■••
7040,••••■••••
ENGINEERS
SEAL '•
1
— 1 I
'r•
ru C.:: r xat)t.ArIANea Pefvai “r"..t�i
'5'16 Lg,
: IS r / N PANS/I me.
PIT t u r 4 it 're) !? �; . lfi Ft,t4
I2.1” Nt ?AA -41 .
xeI <+�5
1 •l (slt t;oor,
Wti
SCk! 14 j
.- "■■..-•-.„ 1..
' an nx �•i. i> .r <r - s f .•f +. :• +•L •,va ♦.v..rr +. ••••s•.r s Le i
•
•
•
°I I_ SN'sil k: , ,.v,` t ` (:�f; , I:. _S A+ C I tIEC I'S
P,t\.t,; it 1 / fi .. e. /: 7T -1 \:MI ",I IDA'''.
_ I t \
MI. . j t'1rr•g . t r M iK A .` J AF 1t
. 1 121 r1. a . � t1�. $t'. htl $;1�c ,
_
EFLEC.TE D .. CEI LI NG
•
w:L•tr t> e3 u E!,,tfaLy, AM EM ICA Psi
P r I V7,t ; '''v/ „a r-.!. 1 ►� .,s^ .
F3 1 1F3� t y/�.t.
- 5feC ECA' . R- .X
AN l k 414
OOP ING OF PATIO
MR a 'MRS.- FRANK A :J'ACOB
1293 _N.E: 95th STREET MIAMI SHORES j FLORIDA
: N�p
1 i'y .3 r ;2s: t' �.11nt.tl
s_t3i21U \33133 YEt_.
7
COMM. ti . 7152
,
•
- •
',..moisompow
■
440,51'
k—ExIsr cia.ss%
imLi. •
/4/o. 37'
4.07' 5 e o::Y< c:14 1-/b1/•-/J •5
121.4 • 4se. /6, PA C9 .e" 3 o4c,),e- • c9/v>'
• cia-s.
0 'HiVi'',.////0044 le/WS
,ex/61 FrASAJC8 1
SITE PLAN
ex/sr.
evot.
e,
t -,-eAv(,ireAu. //co?
1
CONCRETE NOTES
1 . ALL EitF+ORCEIVENT STEEL -1/N1.1. aiLLET STEEL COWCP.MING
TO ASTM A6 1 5 GRACE 60.
2. LikLESS NOTEG. ALL pETAING. PABRICATICt•I, AtA) PLACiNG
OF REtFCRONG 31EEL St-ALL CONFORM TO 11-E MAWAL CP STANDARD
PRACTICE FCR CETALING REtFCRCE0 CONCRETE MEMBERS.
3. LAP ALL 9AR SPLICES 30 OAR DIAMETERS ( 1 2 MIN.) UktESS OTI-ER-
w1 ;■OrEo.
4. ALL CONCRETE ALL CEVELCP A MINIMUM CP 3CCO CONPRESSNE
STRENG11.4 N 28 GAYS t_mess ort-,ezivise NOTED
5. AVE NeESS-1 .r-( SHALL SE 'CEO SMOOTI-4 'ARE FAEV1C
COW-CP/MG TO ASTM A185- /9 WITIA A 'Tao STRENG11-1 OF 60.000 Si. P
6. APE MEa-1 gErF-CVCE.VENT -141.1. LAP ot FUL. Es1-1 • 2• ;-U■10
wpeo AT EAC4 $ 1 OE ANG END.
1. MINIMA, COVER FOCI' gEtr-CRCiNG STE. LIA_ESS OTI-E52W1SE NOTEO
swu..
A. CONCRETE OEPOSITE0 AGANSI 11-E GRWO 3'
9. CONCRET9 EXPOSED TO TI WEATI C44 IN
CONTACT '4T1-4 4C;41`0. 2'
O. ailes Aro 'NALLS NQT axposEo. TO 11-E 'A/EAMES?
N ccur,Acr . MT1-4 WE GPOLNO 3/4•
0. seams (Ova ca Retr-ccgoNG)
st-E3 GRACE woo sTPCcruqAu • carrEg• Line
CCILIA•46 (OVER MAO REtr-ORCI9G) 2'
MARK
REVISION DESCRIPTION
DATE
■••■■■• • • • IV..
ems.g.e re:444 CWerAr
4 CONC. .5C.A45
ON weir,. ceilicAC119
- 1 , 1/ &geolitel,XPIC:4 14.6
TIMZIee.VE0 at 4 et A rarce.-
0,4 x tn. 4 ti
CO/4r-
or.... raw.'
FLOOR 1
- THICKENEa._$LAEt , '..
•
DAV1$,:..ENGIN;,EER$
780 TO,!A,N11
4 4.
(AR' F L9
_ 1?„
-
/4
„
arie re.
1//4- ej.coNr.
137/As ea 4 t>'' 0/:".
5 OP oft: Ilther.
IL? ROLI/eD ci
x 11)pm Ili
1 :e-1
- -•
ESIPEI
•
et L.
t
A, ( f .2„ 1= /
•
: *.
r eb
T et-41
LA 1+1
r Le 1 f Le
Kitt e. VAit-
? i 4 4 : .
G"
e ;e2 - r
31z." /6 v 6 e• 3
- r +. ■
i - "j: rs:iry� a=
V eat
( r < .
i0e7AY*14 a I:`fAAl)
F.
r.*
— �— --Y -- p _ — = T — -- --
"0 — `_ — _ s
IX Pith ►i " = i ;u�.Gt> ie1 I
• Ada _ .![ •
►' rorps4 es-Vo ik3
. ,,,[p'�TT` i ( 7' - Cs _ C' t'• :. M , ' t� 4. l N e 'a 1C.. �,. .- J :. G - r, c :I. NI l) v A
� {t f 14 C (: L. A � lC. [ i L•.. • •�
r3z . G
IA'S� s lv 515.-
4
4I01t
IT. t�.' . te$ If art Ct
P %?. Ts/ : . .
•) - r r b ra
N
- w Pi��a tn8 f Ai 4 t;
�I ArrI4 oVTi \ot. t
t c' P Ida T• V T
� ..( : • S ..
. V'
013:: ,JA
CI 5 )c {fi j' • t... r i. O t: L t t t r J <
'•I4 TA- r f' 1 - 14�`i
•• N 1 Z } .: t 1 t t'> r-r 41 !d Wit`
cj T V G
v Sl ii.1 q.'.
'
T $): c t' tY ~:s c3 {s to ti ;y +/+ ti r, � =
7i. N. •1 P #::pJ1
-: M r4. !fir t• .. ;tir1 ft.4 > : : , i...
N`l art
P,
= .a
rF/v\u-? A.
4411 ItalAviv : 4 01./ L i tt`4,-*
4 rz•
4 M )J {-y F L_ .f \vN • _. - ; : ? - 4 17
44;II :%1S0A1;I
LOAM! 3 *, 001.. IAL J3-2vi
e>, '53
ToTe.. ca
k
Vi 6Q, 0 IA 43 bk
5 sr. 1 Q do
VS 12 Sizzo ot)211
Ad 17:
CMAGQ o e)
ee'V "soil
2, "IVT-c,0 =.
-
• 0
`24SWV i
'2.. Jo ss 415z)
tq
5.1 o/20
‘0
• =,
z 1 50.
-521 C:z' 409
. 21S 1 7:6 - tiz 3 ' 57 — ISS(1•8
0 is°
0 >
2.o9
3.09'
, I t
t?t
1
1
\VIII . .(: .T4e /A . `o}ltnl i Lt3; Gxa[1--
7 .
qA.iri
T ?c stl.r�' fir; r/›. •a te . ~
111 • . . •
r u. �.c► M �'A L/ 4
.: ?:.;`<'..(01",
Ai. a 1' iiica n r pis...tt c •YP�
rte_
12 '"
S rit 1 n r : �c"'"
1 c t A-T e Ora or f,. et-AT e. r .1641 ;r,
eb<PT 'c o t4 A 4t..
A
Ofs
,fir i; . �, �. ?' T {' `.v L:.•.) t 15 1441 a19�AY1111 1301.11,..10 p� t_c� ✓t,r -pc t s,��,: ,R� l r�1.�'i 4 l1E 41 _ 3 C. °le5.: Ill. 7*
;sSiA1 ‘.:1r4C?t/ Sri, ti .. �.�� : :r:.
SO'
re
30
//
3/
1�/•1 fro
.V,
Fors THOMAS AND AMY LEHMAN
Order No.: 51994
.Field Book: A16- -5
\\\
Scab): l''== 20'
D 1 ro: March 6, 1984
t:
id .
SURVEYORS CERTIFICATE:
HFRE3Y C'RR'i'IFY to PENNYNSUI.^A FEDERAL SAVINGS AND JOAN ASSOCA'P[ON
AND LAWYERS TITLE INSURANCE CORPORATION that the sketch.-shown
a recent BOUNDARY SURVEY made under my direction to hereon
compliance with the minimum technical standards for Land
Surveying in the State of Florida, chapter ,21- IiII --6 F.A.C.
and is true and Correct to the hest of iy knowledge._ai d belief.
FORD 'LAND SURVEYORS, INC. /, ,- ( ✓
O. iar Arme,.iteros, President
Reg. Land Surveyor 436'19
Date: March 6, 1984 State of Florida
LEGAL DESCRIPTION:
The West 75.00' feet of Lots 4 & 5 and the West 75.00' feet
of the South half of Lot 3, Block 84 , M[AMI SHARES SECTION 3,
according to the Plat thereof as recorded int Plat Book 10, at
Page 37 of the Public Records of Dade County*, Florida.
r persen is
/ x /s
7 . >
0 30 ,'x_
SST'
inn I 327)
t4
7.5". UU i tl
/' C.�. �. A e.,, c - 4
s• ,v /<.,v
3(
•.s
r, '��•.
' �—
ny j �
-- 2
Prepared 3y:
FORD LAND SURVEYORS, INC.
5851 West Flagler Street
Miami, Florida. 33144
Phone: 444 -6573- 264 -0085
4
., • .
, t - •
-/''.
SO.
-
eA
. -, ,,
- .,z-'.ci
.
___.,...
05
..
24
4 , 4 ,
.
.,
jet.
- .
.,
. ..
31
..-
. . ..
. .,
5
1
..
k.
1 ...
. ,
. ,
5 it
/2',1' .. ,
J. 13. •FORD
1712 S. W. 1st Street
Miami 35; Florida •
Telei)hones: 9-3508 86-4092
ij
4 -5* Q/Id /40 ;
0 g /0,1 ilkem t ide
According to the Plat thereof as recorded in P1
u 7
Public Records of Dade County. Florida.
For /Vie/ 1lie5 }
z , 5 „
,f4e, ei "4/4/ N .tren
e F
bflie-5 174 PO' .1444? ..I'vebriv,ke- P kitircz2e-YeeitleA)r...1-
e.‘,Q4 eer "
prof) . .
=BM
0 0 ,
4.4 . •
6 \-8
I
3/4tro 2 coceweit
3C/14 •
1 HEREBY CERTIFY that ihe attached sketch represents
a survey made under MI dirocdoll and 1 ,11 We and
correct to the' hest. of my knowledge and
There are Do encroachment& • A o, OWE)
ir
dre
A17; VEYOB 427
STA • OF FLORIDA
reannererweemzemenewarenowees...../...eameeezegerseee
.70,a`