1220 NE 94 St (14)Bay Contracting Firm
1685 West Ward Drive
Miami Springs, Florida
Project:
Dear Sirs;
LG ENGINEERING SERVICES, INC.
Consulting Engineers
2020 Northwest 7th Street
Miami, Florida 33125
E N G N•E•E.R Tel: (305) 649 -6454
i Fax: (305) 541 -3298
Information provided by client:
Permit Number: P2005 -1143
Date Completion: October 18, 2005
Roofing Contractor: Bay Contracting Firm
LG Engineering Services, Inc. Project Number: LG05 -2849
(Testing Laboratory Certificate #00- 0224.07)
TILE UPLIFT TEST
Residential home
1220 Northeast 94 Street
Miami, Florida
October 24, 2005
In accordance with your request and authorization, a representative ofLG Engineering Services, Inc.
completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in
general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field
verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid,
discontinuous roof systems.
The total of the tested roof surface area was less than 10000 square feet, and the mean height of the
roof is less than 30 feet above ground surface. The type of tile used for this project was reported to
be Coltera Roof Tile. This tile was reported to have been foamed in place.
At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in
the perimeter area and one test for every 200 square feet of roof tile in the field area were tested.
Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located
in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically
examined.
o f out lest results, « conclude that the •installation of the root the at: the` 'above referenced
.
ec r izeets t1 test tequiz met�t In the above mentioned protocol Attached please find
a dopy of out test report for your revteti�Y
LG Engineering Services, Inc. appreciates the opportunity of assisting
not hesitate p to c ct. If you
the
have any questions or if we may be of further assistance, please
undersigned.
Respectfully submitted;
LG Engineering Services, Inc.
oA(4i
/Mo famad Sonny Salleh, P.E.
Project Manager
I ILE t PLIFT IEST
Residential Home
1220 Northeast 94 Street
Miami, Florida
Report of
TILE UPLIFT TEST
for
Residential Home
1220 Northeast 94 Street
Miami, Florida
Project Number: LG05 -2849
Test Number
1
2
3
4
5
6
7
8
9
10
11
12
13
14
16
17
18
19
20
22
23
24
Test Load (1b1)
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
Test Status
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Engineering Services, Inc. -- Tile Uplift um,
LG F��g f; Test Result -- Project Number: LG05-2849, Page
Test Number
Test Load (lbf)
Test Status
25
35
Pass
26
35
Pass
27
35
Pass
28
35
Pass
29
35
Pass
30
35
Pass
31
35
Pass
32
35
Pass
33
35
Pass
34
35
Pass
35
35
Pass
36
35
Pass
37
35
Pass
38
35
Pass
39
35
Pass
40
35
Pass
41
35
Pass
42
35
Pass
43
35
Pass
44
35
Pass
45
35
Pass
46
35
Pass
47
35
Pass
48
35
Pass
49
35
Pass
50
35
Pass
LG'Eirgineering Services Iitc. -- Tile Uplift Test Result -- Project 4' u'nmber: LG05 -2849, Page 2 '.
fi
C f
G7b1GrtR.)‹,.-1'1 %`!i .:.._.._.
f,1,10106
G t6 MX/1 14
s
' 1 jk r) .o t,i•Q
21 A to evt -r •fo
we
ve4g. ;taot row
PLOT PLAN
,— .A 4 w'J
/ p ri4
-- •) /?,r
�?' eft A�'�►
1.1
'
1% ,.t
- EXG (—
`61 - Kuc rt1
.122o tai E 4 keel
( r & 1
ef )05
1-1sNa 14(3
1 r $
•
t _
al. 'TYt'�
• 146W t 476N WA U.
LoI 5: <PO MIAMI .NSF .r ciAYvi5vtl
h G*'f 1oJ` A44 ?I P 4ci :'Ed t%4 i ? "
"men lsot ' , R G(...)F,,s ' IN . P, AT
,CgQQry 40 A . i t Q '
Kqd R€f Gtr : t ,400
1✓ },.DK{oA
st
t 4 _
meArr�.$ . htt e 1
d -r--
1)
K-
1
I
1 L
t
i 1'L - l; rP
-.0 0" Po NI*
1.:11`14
3 +;4 A -2
�1 x 4 x4k.r•e? . & 7
rx
4
r
-/
a AIt ,itir�,
1
A1/40q
ttto- 1;5 t 4 a 4 14 4.A . New'
)(& Ad.+11A1;
P /'A t r4 4
141614
r'n4T
J r 1
s
t•1Ew G t,t� --
810 r .1 1 .1 V
v" 14(<51-1 AT ;*,.v Pft 41
'Lt i t '�l 3 t�tt$N"f -3
ti1t4..T 1 x ste; -
al �x r2A •INCS
- 1 1 'x'pl
1 .
1
ti
j.vU1 PoiN - r - '
•
•
�`-
■
.4
-
f i �
l gsbie 1� ¢, (C Wl to20'd
N;i1`N 41.10V4
�.► f�A✓:9 t, D O 101-
1 �!
-tt
Qo' I4 fete. 14.t�? 1
1 411 r3
rrUA04 Q 1, SA
24141030 tr66•
Q000. 4,
i ,VSI 1 11 ,wo''? 4?
9
ti trw IDR,,I\i\iVA"-(
A
i•
pe.rv,44. ?. tk `+.•
ot4 Vt.
c -re)
11111111 11111111
r.,
1/
N6�nJ 4' 1'A e.` / :
1IV tvt't
e."1. F
POO
-- c4L
aor
get,.s r I4)C,A
��1lM 116A► fO,rL.
T) r1119 <•tss s� WAS+»
i+1kY'4 e 4 4,43. fig.
?A1 -44 A f, --
fx,sMod6 caAt3
ti
1Z tr. t1..u
K
14. •141 A.4s VN 141) f
tt{S'Yf L.�. N�4V 61.10..* , 14
Gt.r
O*0r4 "
'l rst Gfi�,
et-X4 flG)Of&
'Z #3^
C! '1 i ,' A
i�Ank't
tt
$ 1 1 i'Gfsa f 1'Af <.,
evti
•
ZXA
PAtttrt: tv R.E4441
.1.
WA s%
11
3
—__.1
tL
-
AC-0 At h1N44•
w.as:4e,;- 4 i?Ifi.l �,ht
Cat1r164..r'+ pd +s Tv
of WM t-
rA1cs1- 1 :14G61t-fs$.12-
PA R- { i .,....
0 4
allot
t7
X.
Alfa
11
8
0
1;kBMO 1:x(;
V !1t4CP ct' 4 . -Ye
QpMG : rA NiektcL4
4. wii
NSW .ft 14
WINVc W, t.lY
r vv c Pt'4 A 1
gerVIsect
.. ADDITION'S A1 ' tk" '" C).,)
'1'0 - f0e. `, 16t0I..`-tC, 1 mix
Mt ,, JACK t.../N4.tiR
STEWARD AND SKINNER
ARCHITECTS & PLANNERS •
JOHN L. SKINNER 9893 +'1972
7926 N.W.. 12TH STREET SUITE
MWAM1. FLORIDA 33120
3O1
g - �
°PAWN BY
NAM
CHEc1tE0 BY
flJ't F
SS NO
QATB."
BHHBT N
r
: v r i ia
O.V(
5 •:
/ ' msµ /. ms (i ' ) � • r . 1
$.e1k4))
AO A0 a
RANGE 12,000 WATTS
REFRIGERATOR 1,000 WAITS
DISHWASHER 1,200 WAITS
WASHER 1,500 WATTS
DRY 5000 WATTS
WATER HEATER 4,500 WATTS
DISPOSAL 500 WATTS
DOOR 500 WATTS
MICROWAVE 1,200 WAITS
POOL PUMP AT 1009', = 2,400 WATTS
POOL LIGHT AT 100% = 100 WAITS
CONNECTED LOAD LESS A/C SUB TOTAL 39,161 WATTS
LESS 10,000 WATTS AT 100% = 10,000 WAITS
REMAINDER OF WATTS AT 40% = 11,664 WATTS
A/C OR HEATING AT 100% = 6,500 WATTS
TOTAL 25,165 WATTS
DEMAND LOAD =
25,165 WATTS / 240 VOLTS = 111 AMPS
SERVICE SIZE = 150 AMPS
C. NEUTRAL LOAD:
LIGHTING, SMALL APPLIANCE, AND WASHER = 10,161 WATTS
FIRST 3,000 WAITS AT 100% = 3,000 WATTS
REMAINDER OF WATTS AT 35% = 2,506 WATTS
RANGE X 10% = 5,400 WATTS
DRYER X 10% = 3,500 WATTS
TOTAL NEUTRAL WATTS =
11,406 WATTS / 240 VOLTS = 12.5 AMPS
TYPE: EXISTING
SERVICE: 240V, SIN PH 3U)
MOUNTING: RECESSED
POLES: 42
NO
3
5
1
11
13
15
11
SMALL APPLIANCE
SMALL APPLIANCE
19
21
23
25
21
29
31
33
35
31
39
REMARKS
AIR CONDITIONER
J
AIR HANDLER UNIT
UJATER HEATER
1
MICROWAVE
LIG1-4T5 RECPT
LIGHTS RECPT
LIGHTS RECPT
LIGHT5 RECPT
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
41 SPARE
EXISTING FPL
SERVICE
FIBEROPTIC
POOL LIGHT
A -36
1"1A IN 1- -10USE 1 ANEL
SINGLE PI -1ASE 120/240 42 CIRCUIT
12
12
12
1/2
1/2
1/2
WIRE CON- TRIP NO. DEM NO. DEM TRIP CON- WIRE REMARKS
DUIT POLE KVA KVA POLE DUIT
5
EXISTING
METER
CAN 1 /
0
3/4 40/2
30/2
30/2
14
14
14
1/2
1/2
1/2
15/1
15/1
15/1
14
1/2
EXISTING
150 AMP
PANEL
POOL
DECK
65
10
10
1/2
1/2
5.0
5.0
15
1.5
20/1
20/1
20/1
1.2
15/1
TC
- -LIGHT
�— - BOX
12.0
12
12
12
12
10
1.0
1.2
0.5
5.0
1.5
0.5
2.4
1.0
-- FIBEROPTIC
50/2 3/4
20/1 1/2
20/1 1/2
20/1 1/2
30/2 1/2
20/1 1/2
20/1 I/2
20/1 I/2
15 AMP W.PGF.C.I.
RECPT. A -26
6
12
12
20/1 1/2
20/1 1/2
20/1 1/2
14
14
14
20/1 I/2
14
12
15/1 1/2
12
POOL ELECTRICAL SCHEMATIC N.T.S.
MAIN BUS:
NEUTRAL: FULL
MAINS: MCB
A.I.C.: 1OK
NC
RANGE
2
REFRIGERATOR
D1SHW'ASHER
4
6
5
DISPOSAL
10
DRYER
12
WASHER
14
16
GARAGE DR OPENER 15
LIGHTS RECPT
20
LIGHTS RECPT
22
LIGHTS RECPT
24
LIGHTS RECPT
26
25
30
POOL PUMP
32
C 34
POOL LIGHT
SPARE
36
35
SPARE
SPARE
40
42
3 *12 IN 1/2" CONED IP, 154
15 AMP SWITCH
3 "12 IN 1/2" COND 2P, 204
20 AMP WP SWITCH
POOL MOTOR
PUMP A -32,34
O
[A
w
w
lll
E
U1
0
I,
0
r o
w
O CI
6
4
w
-v
0
!Ai
.J 11
Z
O 71
® J
Z
® c%
ELECTRICAL LOAD SUMMARY
A. GENERAL LIGHTING LOAD AND SMALL APPLIANCE
1551 SF. AT 3W PER SF = 5561 + 3000 WATTS =
5661 WAITS
B. FIXED APPLIANCES:
NOTE:
INFORMATION 51-1OWN WAS SUPPLIED BY POOL
CONTRACTOR ELECTRICIAN SHALL FIELD VERIFY
EXISTING CONDITIONS.
PLANTER
EXISTiNG STEPS
EXISTING
WOOD DECK
/ � /-- — --
---
//
/
/ / ,
/ /
N./ ./ / / /
/
/ /
,
/
RECESSED SWlMOUT
W/
TILED EDGE AND
1 J ETS
TUR80- SKI MMER
NEW PAVER 61EPS
NOTES:
CAP TILE EDGE OF STEP RISERS
FRE FILTER WATER
SMALL MACHINE DIG
y, L.. TbutsRuRa1..
10' -10" 1 4' -
6" RAISED agAN
18" RECESSED BWIMOUT
W/ BLED EDGE
3'R
B' .6"
ES1DENCE
FIE3EROPTIC
BOX VERIFY
LOCATION
FOOL. FLAN
SCALE, t /4" • i' -0"
NORTH
W.PGP.G.I. ON
4X4POST
(BEE DETAIL ON PAGE 2)
1 1/2"
2"
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 18 NOT DESIGNED FOR DIVING.
1 :1 MAXIMUM SLOPE
N SWALLOW END
MAIN
DRAIN
LONGITUDINAL FOOL SECTION
N.T.B.
TO SERVICE
LIGHT BOX J NOTE:
3- !2 iN 1/2 COND. ALL ELECTRICAL
SHALL CONFORM
UJ/ ART. 6E0 N.E.C.
4 FiF3ER -OPTIC
LINE iN POOL. AREA GROUND
ALL BOXES, RAILS, LIGHT,
RISER -QPT1C MOTOR ECT. UJ/ D8 WIRE
LIGHT
L EOTidIC.AL DIAGRAM
WP MANUAL STARTER SWITCW
WELL POINT
THREADED PVC
PIPE
REMOVE GRATE AND WELL POINT
VALVE FROM MAIN DPAIN, AND
ATTACH AUXILLiARY PUMP LINE
WHEN EMPTYING.
WeLL POINT DETAIL N.T.B.
+3 s 10 "0.C. EA WAY
(SEE TYPICAL WALL SECTION)
POOL. '2ATA 4 EQUIPMENT
SIZE • PEPTH: 15' X 30'
CAPACITY10,381 GALLONS
PERIMETER:19 LF
PUMP:I HP
FILTER: 100 SF CART
3' TO 3'
TILE: 6" STANDARD
COPING: BULLNOSE -BRICK
CLEANING LINE: YES
C HLO RINATCRAUTGPI LOT
TYPE OF PATiO: PAVERS
EXIT RAILINGS: NONE
POOL FINISH: EXPOSED AGGREGATE
TURNOVER 1 2 HOURS ( MAXIMUM ) 303 HOURS
QTY RETURNS :3
LIGHTS: FIBEROPTiC
SWIMOUT: PER PLAN
HEATER: NONE
DOD: NONE
SCRE EN: NONE
MiSC: SOLAR RETURN, TURBO- SKIMMER, 2 ,,ETS IN BWIMOUT
i . ALL PP! ED CO WITH A�M!> POOL D T AY B COMPRESSI SLY 10"
STRENGTH OF 1300 PSi.
. ALL REfNF. STEEL TO CONFORM TO AS.TM. 613 GRADE 60.
3. ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL
4. NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS
EXCEPT CLEAN SAND$ OR ROCK WHICH SHALL 13E COMPACTED
TO PROVDE A SAFE BEARING CAPACITY OF 2000 PBF. ANY
ORGANIC , MAME., GR OtkER TYPES OF DELITERpUB MATERIAL
ENCOUNTERED ON EXCAVATION SHALL BE REMOVED ( DEAD)
IN THEIR ENTIRETY, AND THE AREA SI4ALL BE BACKFiLLED
WITH ACCEPTABLE SOILS AND COMPACTED N 12" THiCK LAYERS.
.'JJHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS, DUE
TO WHATEVER CAUSES, TI-,E POOL 314ALL BE REDESIGNED
FCR PILINGS.
9. IN ALL CASES, THE POOL CONTRACTOR 814ALL TAKE ALL
PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM
FAILURE F3Y SHEETING AND /OR HCR 4 OR OTHER METHOD
AS nQUiRED: THE DESIGN INGINEER ACCEPTS NO RESPON-
SIDILITY FOR THE SAFTEY CP EX!STiNG STRUCTURES.
6. THE DESIGN ENGINEER ASSUMES NO RESPONSiBLITY FOR POOL
CONSTRUCTION IN L?ASMENTS OR nclUIREO SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS CO THE
EXISTING LOT AND RESIDENCE ARE SO INDICATED, POOL CONTR
SHALL VERIFY ALL DIMEN810N8 IN THE FIELD AND E$T.415 !SN
LOT LINiES, ifs NECESSARY POOL CONTRACTOR AND /OR OI NER
SHALL VERIFY LAYUOT SHOWN AND ALL DIMENSIONS PRIOR TO
CONBRUt!ON.
1. CONTRACTOR Si4ALL ESTABLISH LOCATIONS OF UTILITIES AT
THE SITE. MiN. CLEARANCE DIMENSIONS SHALL BE HELD AND
SHALL BE AS Ri>woUIRED BY THE LOCAL REGULATORY AGENCY.
iN GENERAL, HOLD A DISTANCE CP 10 FEET FROM OVERHEAD
ELECTRIC LINES TO OPEN POOL WATER
S. POOL 3L!DE8 TO BE iN$TALLED IN ACCORDANCE WITH
THE LATEST U.S. GOVERMENT SAPTEY STANDARDS.
9: MAX+I'IUM TEMPERATURE OP WATER SHALL NOT EXCEED
102 DEGREES P.
AUTOPILOT
SKIMME
8" MAIN GRAIN
(ANTI - VORTEX)
PRESSURE GAUGE AND 2 -+'3 CONT.
AIR RELIEF VALVE
FILTER
1 1/2"
STUB OUT
4'GRADE
1 2. THE CONTRATOR SHpA,LLgI3�;A4CKF!LL THE ��POgOL,. SHELL
T 5� G SHALL 13g �O M PLISHE D ! I S t)IT-4
CLEAN BANDS FREE OF ANY ORGANIC MATERIALS
AND SHALL BE PLACED IN t2" THICK LAYERS.
EACH LAYER SHALL BE COMPACTED TO 90% OF THE
BOILS MAXIMUM DENSITY BY TAMPING SOLIDLY.
SOILS BELOW THE PATIO SHALL. BE PLACLsD IN
A SIMILAR MANNER
13. WHERE PATiOS ARE iND!CATED BY OTHERS, THE
PATIO DESIGN NOTES SHOWN . AV THE TYPICAL
WALL SECTION CO NOT APPLY. PATIO DESIGN
SHALL DE BY OTHERS.
14. WAARNiNG: TO A EMPTY POOL AFTER CONSTRUCTION,
STTICUPALI. PS o , � } SSUR Y � U ES E REASON EhEAtW THE HYDRO -
MUS LSE ELIMINATED TO PIS Nt THE P� OOL 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 OP TI-E° DES-
IGN ENGINEER IT IS NOT TRANSfERA3LE FROM ONE
PERM
T ISSN � H'E;t O DEOICIN EIMvG i ERE WRITTEN
MiN 4' FENCE WITH SELF- LOCKING GATES REQ.
AROUND ALL UNSREENED P001-$
WI-ERE POOLS ABUT OR ARE PLACED NEARBY
SEA WALLS OR SULKHfADS, SPECIAL CARE
BNALL DE EMPLOYED. T1aE WALLS SHALL BE !N
GOOD CONDITION NOT PERMITTING ANY SHIPTING
OR REMOVAL CR LOOSENING OF THE SUPPOR-
TING SOIL AWAY FROM THE POOL. IF THE
WALLS DO NOT FULLY CONTAIN THE SOILS
QEHiND THEM, THEY SHALL BE REPLACED OR
REPAIRED. CONTINUAL MAINTENANCE OF THE
WALLS l8 REQUIRE OF THE PROPERTY OWNER
WHEN EXCAVATING FOR THE POOL, THE SEA -
WALL TIEQACKB SHALL NOT CUT. NOTIFY
THE ENGINEER FOR INSTRUCTIONS, WHEN CONC.
DEADMEN FALL WITHIN THE EXCAVATION.
0 3 AT 10" O.G.
E.W. BOTT, CENTERED
2" COVER (CENTER)
TYPICAL. WALL SECTION
(FOR DEPTHS TO 6' -0 ")
N.T.B.
SOIL STATEMENT
SOIL AT SITE 18 BANDY AND HAS
A 2000 PSF SAFE BEARING CAPACITY
AFTER EXCAVATION AND COMPACTION
SHOULD ANY MUCKS, MARLS, OR OTHER
ORGANIC BOILS BE DISCOVERED ON
EXCAVATION, THEY SHOULD BE REMOVED
iN THEIR ENTIRETY, 11NI8 POOL REQ. 2000
PEF BEARING CAPACITY.
i4YDRAULIC UPLIFT COMPUTATIONS
FLOOD CREST ELV. FOR AREA
TOP OF POOL ELV.
BOTTOM OP POOL ELv.
HYDRAULiC HEAD
1 6.5
• 1.13
t,15'
• :
ALLOWANCE HYDROBTAtiC VALVE • -2.0' I
NET HYDRAULIC HEAD •p' c 05 G�
USE MIN. 611-1ICK CONCRETE FLOCS SLAB
WATER LEVEL
W.PJ F C.I.
CONDUIT
CONCRETE --
14AN1) I-- COL,`. DETAiL.
4 "X4" P.T.
WOOD
- PATIO
MEL
M3L
M8L
WF'GFGI / POST CDETAIL
.T: .
NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL
CONTRACTOR SHALL SU:OMIT A r Ev181oN TO
THESE DRAWINGS 8140WINb EXISTING SERVICE
WITH ADDITIONAL LOAD CALCULATIONS AND
EXPECTED AS- BUILT CONFIGURATIONS IF
DIFFERENT FROM THESE DRAWiNKs3.
ELEVATION OP DECK N RELATION TO 14OU81 : E6TABL!814 IN PILO.
TILE
(
2" TO PUMP
SWIMQUT DETAIL
N.T.B.
1533
!Ii!II NIili
11 1111E4111I
LOT: 25 F3LKa
SUBDIVISION: MIAMI SHORES DAY VIEW
PLAT BOGi440 PG: '6
PUBLIC RECORD OFDADE COUNTY, FL
(18" MIN. WiDTH)
TU SKIM
Rim ( ED
200 AM
ELEC
PANEL
LEC AL. EDESCRIPTION
THE LOCATION POINTS, DIMENSIONS, AND CONSTRUCTION ITEMS HAVE
BEEN Di80,i68E0 WITH MI AND I APPROVE OF THEM A8 INDICATED
ON THE ENGINEERED PLANS. EVERYTHING DISCUSSED DY THE CONTRACTOR
AND THE POOL 0 NER IS SHOWN ON THE PLANS, AND THERE ARE NO
VERBAL /..GGREEMi Nt& IT iS UNDERSTOOD THAT ANY CONDITIONS OR
CHANGES WILL NECESSITATE AN EXTRA CHARGE.
SITE 'L_.AN
— FENCE (VERIFY LiMlt8)
GPI
POOL EQUIPMENT
SCALE: 1" • 10'
N.T.S.
Date
123.03 -32
Metropolitan Dade County
Building and Zoning Department
Attention: Building Official
I certify that I am the legal owner of the property described as //
, located at /26/ , ve 95L
In accordance with Section 33-- 12(f), Code of Metropolitan Dade County, I certify that I
understand and agree that the swimming pool to be constructed at the above address cannot be
used or filled with water until a separate permit has been obtained for an approved zafety bar-
rier, and such barrier erected, inspected and approved.
1 further understand that this certification, however, does not eliminate the need for ob-
taining a permit and erecting an approved barrier prior to final inspection and use of the pool.
SWIMMING POOL OWNER'S CERTIFICATION
Legal Owner
Note: This certification is to be submitted with a swimming pool permit application in duplicate.
Apl
tti &•1J •idoc.>o
0
ECG 1
11 IV
5T ZEET Av ►22o NI F X4 -5 'LET
PLOT PLAN
?-/'_..E 1•2.0
•
ti,u Pm1,4.,
Y
Lo-r 2 c
7 � C:T iv}J
Y FAG'
it. G G"F
m oc.1 , 4. 4
PV3LAG
F L. c? s > A
4
_4.._ 1
r
DE G;`., Ptic i
uJ
d tvl vs(
A` P, AT
O AT Pc\Ca t(o O T%-}fc
KgGdK09 OF DADE G:t]JN1Yt
Jf €#!:P06TAN DADE °outTy, FLORI OA
{
ACCEPTANCE No.: 82- 1103.2
APPROVED Dec. 13 1982
Dec • 13 1985
APPRO VED :
•
December 13, 1982
• .11.
•
PRODU CO NTRAL NOTICE OF ACC$PTAC
Plus -Tech Industries, Inc_ -
1730 Calumet
Clearwater, Fla. 33515.
BO ARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE
Acrylic Spas
>SUILOINQ i ZONING OEPAiiTMeNT
-4 909 SOUTHEAST 1ST AVENUE
, r ; ;8fIcxEU. PLAZA BUILDING
• MIA/41, FtOfif0A 33131
`f.•
Your application for Product Approval of
under Sections 203 and 204 of the South Florida
Building Code governing the use of Alternate Materials and
Types of Construction, and
completely described in the
Ply, sp ecifications and calculations as submitted by
Broward Engineering Associates and drawings prepared by Daniel L. Lavrich, P.E. and
dated 11 -
has been accepte b y I�roduct Control to be used in the nnincorporatad areas of Dade
County under the Specific Conditions set forth on Page 2 t;Uru 2a
and the Standard. Conditions on Page 3
404.
4 &...,,.' -
J a lson, P.E. .
roduct Control Supervisor
Metropolitan Dade County
Building & Zoning Department
This appLicatioa for Product Approval has been accepted by the Dade County
Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of
Dada County under the conditions, set forth above. -
Thomas M. Black, P.E.
Deputy Secretary
Metropolitan Dade County
`Board of iules & Appeals
f
1
Plas -Tech Industries, Inc.
1. This approves the following models of fiberglass spas
2. For inground installation the spa shall be set in a
bed having a minimum thickness of 4 ". Continuous
provided by a 2' - 0" wide, 4" thick concrete patio
reinforced with one #5 bar and 6 x 6 -10 /10 W.W.F.
24" 0.0 shall be used to connect the spa to the con
3 . Approved equipment shall include : -
INV CE OF ACCEPTANCE: SpECIp
CONDITION3
a) Filter, 50 g.p.m. cartridge type or 16 S.F. D.E. type
b) 3/4 h.p. pump and motor
c) 2" diameter hydrostatic relief valve
d) Non -slip steps and /or handrails as may be required for safe entering
and exiting from the spa
e) Air pump and /or heater optional.
ACCEPTANCE No.:
AppRO VBD
EXPIRED
hydraulically placed sand
anchorage of rim shall be
, having 8" x.8" deep edges
In addition, #2 dowels, at
crate.' .
82- 1103,2
•Dec. 1981
Dec." -13,' 1985
into
4. Installation shall be by a licensed plumbing contractor or pool piping contractor.
5. Separate permits shall be secured for all electrical work.
lson, P. B.
Product Control Sup isor
Hetropolitan Dada ty
_Building & Zoning Department
iPlas -Tech Industries
•
NOTICE OF ACCEPTANCE:
6. Applications for buiilding permit must be accompanied by duplicate
the following:
.a) Product approval drawing No. 82- 1103.1
b) Site •adaptatjaj drawing show iig':adtval ii,1d coctditiona
c) Detailed plot plane
7. In order to issue a permit, all zoning regulations must be met.
8. All units must be permanently marked with the manufacturer's insignia and
model designation.
*s" Olson, . , B.
- Product Control 'Supervisor
x lie t ro po l i tan Dade ' County
Y „Building &, Zoning Department
',yet, rato toll MVO
• 1/14T 3I f711 07.n 3 .00cisr
65u77 s as1 Je t/ j .
,vG41) 14
di If
S , z ,G
Pelf to MO
Zio a/.1: irfi '4l iii( io
r 114 1 :JAN,T X�!�
/ rf Bo rz G�JUI.
4 rx.t:okt 4iI/
'�l r iW 4'.✓»',c! ltWl
713ftaiii as !c!f sK '�[L
AtICHCH DUAL
•
GENEVA. NOYtrt
1. Design has beta made bssed oft a soil bearing capacity of 1,500 PST. This
. shall be retitled in the fie1d prior to construction.
t. Pool bottom stall be set be the rood crttertta level, otherwise pool
Aha1.1 be designed for bydre tatie 3+plif and the csJcelstione based on the
tndividbal site.
3. A hyefrastadc reuse 'mire (1 ") shall be installed on in-arced pools only.
4. All pool pipi;+g shall be PVC she. 44, and .half bear the N31 -Par 1.40.
5. Water svPply and disposal shall be installed in a sty as to hare ao cross
connection -with a domestic rater supply or disposal system. waste water
dtspc.sal sta11 be +Espoeed of through the so— inkier system or other
approved system as per chapter 50, sea. 5044, &Ain Tlvedi Bv3ld og Code.
8. All metal conduits, piping system and metal parts 4 ?adders, handrails
shill be grounded and bonded together to a common ground. t5s bonding
e ctcr stall be no less than 1 8 copper sire. .
1. Hatt and Una strainer !All har e a remnrrabls ureen and 11.411 be 4" dia. gala.
8. No 80 degree elbves or r in any c! the PVC piptag. ( ,40041 'j)
8. All entrance steps to be non -slip.
10. All related equipment shill hare METROPOLITAN t A,DE COUNTY PROOUCt
APPROVAL.
11. All electrical most comply with NATIONAL ELECTRIC CODE Article 00.
SPA FOOL MODEL - P7: 44f I iiiraG
CAPACITY (GALLONS) /O
FILTER - SO GPM coin. for cartridge type and le 3.1. min. Icy D. S. Type
P.t'MP- 3/4 HP Sta Rite mid. ( pump shall be steed for the almber of jets).
THESE PLANS ARE NOT VALID UNLESS THE ENGINEER'S SEAL (BELOW)
I3 EMBOSSED AND Sf NED BY DANIEL L. LAVFICH, P. C.
c532 - I/o 3 .
APPROVED AS CO' JPLYING WITH CHE
SOUTH FLORIDA BUIL_ING COD,:
DATE DEC t 3 isa
8Y
PRODUCT CONTROL SECTION
DADE COUNTY BLDG 3 ZONING D
r.u,•r TITLE:
And
DA ifL L. LAvRICH, /f.
PLViS+GYS
e S •7 I1 `fits,
NEEA'8 SEAL
, of PT• /t3 (
T
f � .,,.
/ ( -\\ \,'"��� \� ��i l0`C�,� �) , 'Jl�� v cr-Lci.) i
FILTER g SKIMMER %jar LIGHT.. 111 LADDER
CONCUIT
!HANDRAIL Q HEATER t, ELEV. PT. TERMINAL
IVAt,o RC,
` {c
. PlUC
esW ;aGA CcP
4
Ai etu rc
ra
OWNER .
�,.� U � � fit•_
f' SERVICE PANEL
LEGAL:
GX\SC,
UJ
"PA 'Vt..
AW \L GA
F� <
E: Fa
6QUl€.'
SCALE Vb * t;� tl`a a
s
PHONE -- n e l 0101 AoORESS i O tUG. 947 Sc. (\ \\Af\,, �cAC`r
.,t: ,
POOL DIMENSIONS
OECI( OIMENSIONS
ELEVATION
OIMENSIONS TO LOT LINE -
OIMENSION$ TO HOUSE
STEP LOCATION ANO DIMENSIONS
DIRECTIONAL ARROW NORTH
FILTER LOCATION!
LADDER LOCATION if any
PLANTER LOCATION if any
ACCESS
LIGHTCONOUIr TE IMINAt}j
OBSTRUCTIONS ifY
SITE PREPARATIONSif awl=
PLOT PLAN O R U V E Y
ELEC. SE VIC£PA E� & WIRE
mile D RO PS if any
ANY EXTRA -3
The following fixation points, Oren.
sions Ind COrtstrualon items hiviteati
di tisled with' 'me and t ` awe them
fot puns. Everything we Nye dbasseett
Is shown and those are ndir st ewe_ `
ments. It is understood that I ny- _.
ddits._9t .grill
sdgr d v< c uthi d zat1oT.
Owner
r. LAUD 491.7202
AOC!I, 111;5. 46444*
PALM fix � ' ?31 4 . ' •
J rp
M)A140,::' ;N279- 3438t. 1 ..
r.
1
U OM O i
PREIPARIA 13Y
J. H. MANUCY, INC.
LAND SURVEYORS
4694 PALM AVENUE
HIALEAH, FLORIDA 33012
PHONE:821 -1281 • 821 -1220
FOR
'LEGAL DESCRIPTION:
Lot 25 of MIAMI SHORES }3AYVIEW SECTION according
to the Plat thereof as recorded in P,at Book 40 at
Page 16 of the Public Records of Dade County,
Florida
HEREBY CERTIFY THAT THIS PLAT OF SUPS: iY WAS PREPARED
UNDER MY DIRECTION; THAT It MEETS THEM ,ti1liM,TEQNICAL
STANDARDS FOR (.ANO SURVEW' iN fHE STATE OF F‘ORIOA
(CHAPTER�2 H-8 FLORIDA ADMWISI RAI CODE) FO[1 ME
TYPE OF SHOWN HEREONANO *TRUE , c; O CORREQt
TO THE BE BEUEI;
J.H. Menu 'Professional Land St:tveyor *112g
John F. Puhce, Professional Land Surveyor *2691
State of Florida p June- 24, 1983
."""
THE FLORIDA
SOCIETY
PROFESSIONAL
LANG SURVEYORS
FOUNDED
1955
SCALE: 1" = 20'
REV.:
REV.:
REV.:
DATE
J U zd.; Iq 43
ORDER NO.
z 11
#44 'loe t. kvQ•a4,t • P/44-.f/di
•` (.0,4 G �`,< c:�l�I�l f•
7 c
A
n f e . 4,0c..)
4, /
o.4A: 'de yecc¢ 4 +r4,f •
4 etsf!`4 1 ,443 , ce X 44.
y$..V 414'
'" ' • , 4` .f it •
7A44 �7` �C 1 G : 'L Fr!o..&AJd • 17G'8 " -$1415
Gr/44G-$' 5:�:/GL
nV 2 ?'�.
Laos odjee
Ace
?A A ,t /RD.Z:4 �lAf :�TIE34.1 ri f 4 c:
�4G 3/►ci'E' .1)4�L$ /4 f�G NG I /6 / x .1 D 4
� t 40, f.04 t 6i�S
n 44•:t a! (.r CtJ e
ear . 7_
r -
n'xa`x '.rt�G{
r� eeef
ep -eoc /. EL
•
c>sr�c 7 °x /7'4 / crp o✓d ,v,f4
zti•v.... to c;. a.. A /
11,5114nte /l.k'D,LA:G•r/cG
- 5- AC. r(„).4441 lee/ 4.1A.4%
Z 3 1
/0'C4 # 0(1,1 ,
-
4ijo4'4 T /SSflldr f9 0 •r /G
;• s ' X4 :4'
'C/d4 •iyv 6 i r t
' ` r
7/.
•
a r.
toff /( `
s...
u• a.s:
r
ti
p.
a - v
v �
• • k• ry w, ',
r • � f
k" A SriePi 1
4 M✓..a ''.T.
I -c °bF a4�.:.r�t s r+' +.' f-n .. •h.,:. a4- f,.s..w�. .
.
i?ft.'1WN Cr1tC� / ,n / - ,T COI/ 11C9' J ,
[; irF 1 fz r. visfen ., d1" . v 4 _ d.i;X Jf f�
fA .fit d�/O ?.
tfu .?
r•a...z_` °'_- .,.a" ,r•:a..•,w s.. �,►u. •aw .u.. +cap.- :r.+.,+... +.1xn aw ,.r . .a IS .wt A 44 M•r• °'!aV'zrsY -
OGfo9 � . , y OrVZ . .5)70,4/ - .e • ,Q - J/4
H' -'Y� y, a.w. Y -r ! •„. yrsY... 1 .r
• - �. J. st lr u
♦ .:Z >. , k ..;.R•, a>:.i.:.r!♦ 4: r1.. sriiaro n..a: s..�.;•y.
�7
� 4z
M F\ t; El r, ACi1 ("# ili �i F' zi •/ � _.
CORIT.PAC in I }i Cis slt Si f tL,xL3E � 1r x "c �y �t
?-V�- r,�s'+: -r-. -:..+ ( '1�1.iG 4.}11i4R .1. .ft .
+ °'� i • �' , •.. . ;4 - r.... ,. r,T r -+ .,'aw�.��.awc <r..•a.,t:�`fi"'p`. i.+r•r,!'yJT,� .Y'.r„t.t.�+4•cI.�FG%;x4•+�. •s
ry,
rY. ^a +: • w•. +WSn. ' .�+0.1�.••;y - ` r "W1i.w�.r Nei •M?�w • - 1�fa' 9•a�/. �Y'X � t�`n'�ir "Sn
•
J,cl 'L � " L � � or 2
13" fA 1 /,I
•
- rrn•M:.,� 'pro •cw'xytrarx a•+a or [ Le zx'+.vs
r: -.�
.' r t .""..- t .•. p'• �.. �..»: y ."" i�,..., r . r - e -- r •F ; lS'� -. - - C -.rt ';= �.^. -.�:r ,.- ,:.�..:. .. .- ..�. -.. ..._2. ,.�r. - —..... r
- •
•
✓. . T`laww nwT+L•. � n'.✓•- .'.•ter. .
... .,....- .PV -..� r .. ar•+w.�'w-.. _- •.a+.. .- .,. -...M . W . r ....:_, �a.....y ^•.i�v r r. � +v.. ..� .-
x- +
- . �'.` -« «.• ;.i.•.•- •••r�r - +� -,unso . :.-- ^..- .-- ,.•- ..++.. �.. �.:.....w...- �.,wr..;� :.• •:.�,f•..r -, s• ; � r•" , «�•„ -� ,..': + - . ..�.... .. r:+.•rA+)A
Y: •
u-t•• ••••••••••
*F r
T^""''°'Y w�+r.:....�.e..nr.i'r+.. �•,- :.• +f •ti•- y .l .i�.,�.•i...a .�:.�.. .�- .. - - �-+ ..�,,.- „.... Y]�'i'.'.” --..� -- •r: -y... r ..�..�'..'L"" r • �..,.. "�- »„�.n.'"" „ �."wv. .«..T
i?A.9 /44syty 1e Air
Y
1''x3 :A %sad
w w
.-
21 j :
:f• /$ # r teCt 4 . '
-r"� .v .'c' e.,,?.>Ti ,ai le+�%1.ti. -ar �'T{ ` 7
++==- ±."•'� - -=-�' ° .'G- i.•r .L •a,... i � � Y P•.C..T- .x 1'',....• -aC ,+•'"' .. �.y r
/1F . Iti To
+ w i X.+Rk'r s.* f_r_s.,ww.,..a— .J- .3.ar_ x. ua -%..r :s.w►, yr 'a. �. d.ei_t pY✓,. V. !- ..�..Ty�4! w$q.4% �..t....0 f.�I .a+r+a
{{ + s u= m1.4. r� 2 ► p G 3 �tJ b 5 / o ;" , E ID c) lf�:
PliA'r.N / ' C u • ; 4/2,5y, '; n'
, . 3Y" 7,1�. ti
N ; (j. M1JH ± A - � 's
I, jI1;\ K()!-?A `:�• {� t.Y
al.1-1CH NI
h1IAMi 3FACr1 FLOSR1►)}1 Or L,.C-$
�{Jid k 1CTCr; TO C:71 ' ALL.. .3 T CC 4°1 f1 ,ii3 ?li'J .`1f�iil�Y At.t U1 Jf
:: .._:...,.... w .»- a•-Y'�• -» , . ' `. ."� £ - y , : '""' •y '� r+ x
^n� +�-a*• • .a ..si•••••,•••••••• :•'� `s '';...ptC"` - ,
�,.�:'n ,� - „t�._a .,� -e •: -,. >t "-i .�. a22� 'Y ..,t., - .:a .. {.`.. cs,
r;;
ELA Cz. .
'313:719