262 NE 93 St (12)� t:Yi ? e 1 <
vf 14e
v 1 1.4
•
`
y ... .. _i -� r. ,h. i ...?« Y.•,.�a•�.. +�+a...� r , -.i- �•^.'^•t y ..�:....,rYr ♦T'<M• .rwS.. .
,..- v+- s.-r++ - v - - ....sw+..• L.�. -.' -� ..- �•...- sw••a..,*;e+ +�'*�'*';"""� . ,. ..
rNSIi+ ✓ ix <+� sr -w'.• �y.Yr...+'i� R+.%Y. f"rsi..rrtil•�ea.w�zf+
$vatf 5141) 4)Y
L i• _._ Grl ^•
±�... - .—;— - ...V�- . per -. Xawi. -n".—. f..rtti ,p' Yw.,r. x . -f— - w��Y �� + ...i ew.t e•� �
•
r4 4i.0
a ir'w - r �r«... K + -J �-. i .f.:vr.� w:..» --. — . — i+^ - r .-- ' F " r
- ,
' t
•
r
. •
I
0
0
4
0
0
•
0 I- LT _ 1
0 r
M - 24
- r t L e Fivc,c3 F 1 t c .
L
�Xt�{: t✓QN T, N �W GoNSTR,LICTtDri
►='
6
W
x o
_
i3
•
s L �� r` ; rz'I
—f
L Ev,A. - r to N
2 %AI."
l
I'
li
—te r--- - -fi
St_I0%44 OC :R }(•
_ >
;I ;!
1
l !i i !
rf \f!r
jl
I •
Il
-- ii - -�` --fir— I - � *� i, - � t - f
1 l l Il
11 � !
I 1 !i 1
1 '1 iii
li I ! !
!l i
i t ! j {' ..l
I
Xi ST, L.tv1 Nc Room
F Lo o
- t/4t = IL ®rt
i
-
- -•,
�i►
{
1-
yr
1,60„,
F -
a I 104
1410000
c < t�T. CQ1�ST.
t2' CGNc,COL.V / /4-9 % TYP
r� tt,E�tOV SAT WI HP.
�
,,,,
E <191•. r t:.
AEMOY . ext"T,1*. -K C.
-4
! a 1"
RAN._
1 i
t
r
N
1 -4 uN1G 0E 1 ,
>✓X 1ST, A':✓R ffH
R
A.x I a�c'aA►�,PAK I�.
/ '. i
t I 11--;]
PR,QPOSE. D i\DDtTt0N _)►I MR.Al--52 MRro, r_. .. ; ..C..) (3-1-E..,?---,:)
2r:�, NE, 9 ° - e- 3 a - , MIAMI , SHOW.. 5 , M I P.M t , F CCP C)A . .
r
1 �u
Xc WD Pir-4∎ H
w/ pt.-- wpEr.r2
Jot:aT@ G3 O.C
L. E. GA.L p� C- P,1P
L. 0 T 5 AMsrtoME -fl 4
M 1A,M t 0N
p.0 C3 P, tilt:. ro P t_.A.: r
- T1-4 P .oP Gas it, r; c- 2,0'
t Pc..' T 2700, 10 PP G - 70
O R45.COrd,V'2
op' 11 A t•r1 t 1-H o P S-
►. ? A2 = COUNTY F'L.otom,traA, .
NoE n-t _
m% e- r. CL.A TILE. E. p,UC1::.1 Rc',
LO
4t �T �r , NPw _ _
c"rIOtit (A- /AN)
L'JCA,L5.. 3 j4 " y t t_ (D II
tZ
, 11111•1111111111.,....1
- 42.35
, •
ti
/ax( G;;CoR
3x b v/2 Jatair b ot_15E3 To
axltir, - TRLI 'e.5 2 d U. c)
t:< - r. Cor tc .v�.er.r.
V...X %ST, G.AIW
ex t S r ' N at.ocK
_ eau! L.Dt ,
51r,E.VAL1 • -
lot . St' -
tT e..
20'
r
4 7111
EXIST. Cct -1'3[7 Ni~`r/ Cc'w5r•
=e 4 ��' - ---I i l
_ I i -~
_ r
■
.2 tt &c.21.1 - E17 wt, 2jL.)C4.1NC
8 12 CONC, TIE 22V...60-4 w/
4. 4 , -
M E ra.L Yt1z ? ,ar1Gt {•-s{�
LAG` M ,ld 1 5 - T',
_- STP,At - HT 2aAuP,EL MISSIQN
CI.-~ TI Le p,OOFI rtc, ON i• . 15
1 _ r )cGt' T GirtouTa wc,
1 iHf!ATHtNc,
12"
Pt f
11_
1cts }
r
1
•
V/A.LL SEwc:.; - rtON
''GA.Le.. /4 =ILO"
ME•rsS.L cRtp
$ Zat.,f:C tC WALL
h1_vcco
New htcvt! w.4•Uc
1�i�• roUNDj►:rICa 1 `�
It x11 H 2t(N dolNT'
2,PO LCveL. -
O A ra W17 1 +
2 is6, tt WI_TED FL4%Ts
/ /P4
li 1
1;
7
4 1)
6
S
4
I
2
:-mil
, a
,i2
/f
/ 4i
e
-
If
-
20
-
2 4 51 2 , V;
"
o /.#
, JO
;4.).•
h /40
2
/ J
4
enfll
2
4
cir
: //
: /2
: 13
411
4
1
98 IN.
9 7 y
9 6 T •
NUB
9
1111
° etk
Mirig 4 gr
// 10 9 3 1 6
2
5 T
• • II
* /0
7 .1'
3 2
S T.
111111k1 FAN
1110 4., //# z
/2
11 11
t ogio
Ado
70
N
11111411111
1111111111E
1■7
.96n"
70
LL
4
3
_4
1
V '•
4
q
/0
9230 .1.
27
/5
.4
64
AMIN
42 rug 1111i
NM MI:
111110111111
111111illig
/1
/I
8
7'
$
4
3
2
110
4 •
1 1/
5
0
/S
16
ft 9 3 ".
; /2
: '3
41
‘ /..10
9 5 "'
9 4 T
32 N O.
9 7 '
4
Z.)
Z/
0
22
SO
54
60
((;
1515
5
,
3
T.
1.
S T .
70
70
J9
3 2 /
fr 0 4 3
CD '
irf
O•nt ° ‘1
91
t*A*. ''' N-
L.44
NE
Fr 4v27.4igleirkl_
Atte, Hi Runt
4
1
hi 2
/4
/1
/4
(0
9
/4-
8
17
8
/7
7
/.5
7
;
20
to
4
2:
4
21
3
22
SO
So
Ks)
th
ti
• 5" 4 5 2 / ,
• • I/7SL;
/0
,/
0
• ,2
1101•0
7
4
3
JO
//
/4
/0
15"
V
/6
9
8
/I
5
7
7
6
48
3"
18I/9
20
4
2/
4
3
22
T.
3
5-0 ,s‘
• I4
23 r
SD t n
2
soN '511
12
rel
1/
/1 9 9 .8 7 ,
0
9
8
/1
7
15
••
5
24
4
4
3
21
3
SP
2
141
40
70
Al f
w 47 '
4 .
L. fa
/
/
L6/(1
21 1N- A) S7
Yit
6/i /Q
//cPJ
7.5?-
���'�� /U✓�I C �
3d) - 7cr/
(5.1.)/(i
CO /11 rd, /
(50 Y-6 Cf 345 (5
' - c* /
ci
---,7-7///-7/12i;2-774)
■-r , , • . .. ,, - .• w . •,-,
w r• ., . ..•ty, ,. • '. ' P '
( r• '
'ate 1 - .0t i r! ftt ' -
-i'le!';1 '.'.9'" P rTP
.C240A4
0 WPM T d ik/AM.
.
• * '
,
' 1 e :#0
• • '
etsio - i ,
Fi<x*
CPA
r Fil o doii Ai
.
,
- 414,A .
; 600tc
TYPE CP PATIO '
,---..0
'EXIT RAILINGS
t ,
COPING
,<,
,A*Oiekri.
•
,' ,.if ,„ ,
k.OTATION ANALY01
*- I' ' ' • -. .
WATER 1J ELEvAT
PooL DEPtt4 .
: -q
7 0.
rr .
6 At fi ; ' ' ' ' ' ' ' •
LOW POINT POOL LOVE
G LOW
CRITERIA
)
SPA j
F.C. DEPTH LEVEL
4
LE66 HYDROvEIRTICAL
/. 0
.."', t - .
HYDROSTATIC • upLiii
1.
t ,
. '
*- I' ' ' • -. .
. •
• ' - ' - - ' ' '
FIW
rr .
6 At fi ; ' ' ' ' ' ' ' •
aimmemarri.almr_
ilk,
)
SPA j
z. (
ulr
. '
*- I' ' ' • -. .
. •
• ' - ' - - ' ' '
..# ).? 1 .r.
:
rr .
6 At fi ; ' ' ' ' ' ' ' •
; ;
.:' :.
,=•
''.-- .
:i *
' '''
::::ACII'
.."', t - .
...-.
.,;
'''
:
I.
''''.■.: ' ''''''''''' `a 1.1'.... l':' •::::';'
*
:
•
,' ,.if ,„ ,
• ,,...'
,
, •
,I.
..
'
..
1--., ,,,"''
.
,
, . .
rj .
: ,1 ' ' , •
• „
, .•
' ' '
' 1• ' *. ''''. '
'' a
rr .
6 At fi ; ' ' ' ' ' ' ' •
4.1.4■410 .t -..V? ,
,=•
''.-- .
. .
.."', t - .
...-.
.,;
4
,r4
;
•
rt
OLP CO F,W1A tQ @•ft GuNITE AP=St..IED CONCRETE
-2° A 20 Y
• , 6 0Iv4 0TWOJI 0 Pet
At I TEA, TO CONP0F41 TO Agarl 410011 60.
- PIiiN4 ro BE act4gOot.a, 40) PVC ONARING Nelis APPROVAL
e$<01 MAiQAIN TO ISE. - 6cHEoutl'ao pvc.
4..Eit.Ter4 • 4 1-4 AL'
- c-clinmY cA4APTER CO OP THE 6FESC.
• Ik PC:41 a# Eat 61441. eitAle# Akiy, TYPE CP 801L6 EXCEPT
CLIEA•6 • • 0 WHICH !SHALL BO cc1pAtEQ TO folgOVIDE
04f1, *N6 c .A1TY CI* 2 P61 _ANY Of:WNW-6, MAMA OR
' 'OTHEFf T GP DELETERICU6 MAT ; FUALO E,Nc,CVNTERED ON EXCAVATION
HALL *set° (0 17) I4 1$.4f11, ENtiwy »t� Tt-44I APRA
L, e i‘t.to tUfl4 CC PtAL E 6011.. 440 C-04 IN 13'
,k 04E� n-40 tot CAN NOT PE. THE ORGANICS
P,k4ICTO ka c eVOL auAt. ea now:4dt.! Fon puma.
• 0 111`A L CA6E0 tl4 .C.04TRAOTOR 6$44 LL TAKE ALL PRECAUT1oN6 TO
PROT ci teTN3 . .61'1 4 0011.4;g6 Fill PAILuM1 C•Y SNORING, UNDERPINNING
oft 444Y olt4erN env° IP REGUIRED. no DEeIGN ENGINEER A.65UME6
0A1511.AY IVA T1411 OAFATY OP exleam 46TRUCttOS.
TIC 0, _a. ENGINEER ASStt 4O P:E.PoNSAisILITY F4 POoL
ATIRPPI rt IROASEPItNTO Qlq Kte alite•ACK AKEA6. PLOT PLANE
OT FROpAREP FRV4 k.g44 NRWY6 GP T EXITING• LOT AO RE61DENC13
464 41 Nold,ATEK). reXt. doritructOrt HALL VERIFY ALI, OPRIENalc$46
T1r40 FigLio Aro 061/ LOT LINE. IP NECE66ARY. CONTRACTOR
/,osgtilst 04.41.1. vERipY LAYOUT 61-4ciov AND ALL OVENetoti8 PRIOR
TO CCN6T VON.
8 CONTRACTOR %TALL 06TAAL1614 LX,CATIGNS cP UTILITIES AT T14 11 61TE.
trINIMUMCLEARENCE OIME1 HALL Oft POLO ANC• WALL ea A6
• notiRgo Y 04 4(44, pgdutadoSty .40ENcY IN OgNERAL. HOLD A
016TA4N oP I, PEET Prik31 OvEiNt4EAP ELEcTR1C LINE'S TO OPEN POOL
, if* 004 IDEO TO 1146/ALLEt) ACCOIVANCII WITH LATEST EDITION
(4 ‘ %ap* I SAFTY o4
& E G tar".O.
utATEKAl 1gf F 04065 - -14 , ipt ELECTRIC WNW).
1 0 1 /141 41 ,4 1 HIGH 16 FENCE RECoMMEWED APako ALL POOL6 IN
OW AREA% •
FOL. A04.0 OR ARES pt.4qgt> NEAmlY SEAVALL6 OR BuLKHEAD6
Wt. clan 0141.3. Ott KtirLoYea no WALL6 SHALL IN GOON
.174.Tra_No, pentirm144 .44Y ESHOTINO oFk REMOVAL LOOSENING
a0PORTINct 40 AWAY Itt401THEI POOL. ip THE WALLA oo NOT
LyeAoriTarwit 6010 150-41N0 THEM IRBY 81-4AL ee REPLACED OR
4(04 T1R1A1, MAVTMCP THE lUALL6 16 RE0111QED or= 11
AA+ gilk *1040x Ay NO THE POOL THE SEAWALL
40 10444 WI' cu'. LIMES# dONC-Railit °RAVIN FALL WITHIN
' VAPO44,.NoTIPY THE 41404n14 POSt INairtvdtfot46.
toft twit moo,. 6HOLL 1.044 CAUTION. TVS
et. 44 lot olaniftd_tx OACKPILL SHALL agt 4CCO1k16HED
1 LIT4 CL ONO FIE it G O13AJ`41( MATERIAL6 6W 514AL,L ea PLAcE0
114 i nuc iit LAYK EACH, LAYER WALL_ 0.11 COMPACTED 10 60 C4*
r MAX,1 pettestv tAki/Paid 001.101,Y. acne egLow 'Gm
re) 0444,41;0d P.A4Q W A 0,1411LAR ti4110.
,.14;;0 1 ic.4Tat) OT$4�. THE PATIO oaaiNG Nome
(13-4Q/Lti c14't j`fPICA. 1 .1/ALL SEcTION bo NOT Appl PATIO DESIGN
4 111 41-11■Y T1-400=,
14. TO EMPTY POOL APIER OCNOIRUCTION FOR REPAIRS OR ANY
IPE HY0,006TATIC Ue1,iP1 PRESSAARES OENEATN n40
-D P glomiroTop to PMANT THE POOL Moil FLOATING
04LNEFI MOT CONe4.ILT AND POOL REPAIR CONTRACTOR
„ E p u ELIMOATING UPLITsT PRESSuRES.
*04 tHI Pt.446 RE11:10 tI ROPIIIttY CP THE 006IGN EKIN4apc. IT 16
- NOT' Tr4.41, grOtal.,11 FR.01 ONE coNTRA4To4 TO ANOTWEft WITI4OUT WE
u" - Ittri PER411661a4 00 THE c)eatexu INFER AHED Top THE 13861 Off
UT:i PRCvE66100• AN0 t-w THEY “AvIII 130EN PREPARED
opptiPtIANcot 1.1)1T1-4 fl4 0160 ANL) ALL Aroft1CA13131 LOCAL Co0E6
,IREGOLATIONek
10-TEMPO43ures OP SPA U/ATER 614ALL Se 6E1 60 TI-4E MAXIMUM WATER
-
•
: 7
t"..•
;
i" • r
•
'
t="!
, r
RAL. NOTES.
•-•-• " - :IEMP,WANTQS1 102 P.
1W-49 111
4 ,2 (c). 4' C
• IRANef • WATCH
• I,I)ATER
COPOO
•
TRICA
et, Wlitc
• TO (e.,UY- 1 4'
01
1Qecto AcLe
• r2 (CU)• 1/2 C
Poo,. !tulip
(al)- 0 NeN
CAoRtkottmit C'CNOUIT
0.4T4 0.Act1 WAY
300 uisAit$, v,M) RellOvABLE
LINDER WATER tql WO/
- — -
—POOL LIGHT
"WWWW.
•wwwwwwwwb
'KL.a.c.toRtc IAGSZAM
01-4ALL ea IN ACCORDANCE WITH NEC-NFPA -
t°1 116 kA
NW'
•
• 12 (CU)- tie C cop
a
PANEL
JUNCTION t3OX
AND Fitimp 61.111TC14 oviticnow
Title CLOCK
TI-10 r0.6t. WALL 10. 0.4001c2 VAN 6'-e;4' TO
0*(61040 OTH.4,11,10$, TWAT
F400 WIt1 4 01, CNTf MAxIMM
w4 4490 1111C.X. WO 04 NO CIRdLitiOTA,Wse
rn 414a,,,01.4ALL. E 8,st 4.04814 NAN 2'-er tG$ ANY
Otelf1144*011aiatt110; • - •
.111TOINffillb
POOL
ANCI-10r2
SOCKET
TYPICAL. WALL 8ECTION
In
Ire
:I
•
2'P 6UCTIoN
1
POOL BOTTOM
1.1/2'• x PIPE
MAIN DRAIN DETAIL
To Put-IP-
•
z-4
SKIMMER DETAIL
rair
14AN1-1OLD DETAIL
14
• : 111411..11161
1
WATER LEVIS
POOL
10 -4,0 449
IIIIIU
4
2
6' WALL. 6 50
PNEUMATICALLY
CONCRETE uATH • 3
EACH WAY
MAIN DRAIN WITH
ettigAT i r iu WZATE
OPEN
SECTIC
omino/A•
• 4
6TEP6
!i•
4
•
4
vARIE6 (egg PLAN)
Rue.011
WIPE Pt
LAIDDER POPE AIL
a4t t rr 1 it
COPING
4' CONCRE
a'xo oe a
kulliza MEN
L
alx12' CONCRETE THICKE
EDGE WIT1-4 1 • CTI ON
\- WELL COMPACTED. FILL
_FoR TwIcmgee
eta NOTE NO.1
• 3 • 10 I EACI4
WAY 610E6
ANTI - VORTEX
MAN CRAIN
STEEL TEXT POR•
OR KRAFT FOPM
3 0 10. EACH WAY
r
_ 6' (MIN) COKSTITE ALL
AROUND DRAIN PAIMP
GRAVEL aiMP
CERAMIC TILE
1-IANDHOLD
4'
WATER LEVEL
COPING
OPTIC:41AL)
81,Aes MTH
WELDED
GRADE
---..-•••-••••■•••■•
V- —
•
Ftgovlott ipfnlit‘ A 1 `
gi ,c 3 ho o rd4&a
L)ATMQ Ltiv13
8161-11* GLAV3
t, #
F.
11/2 4=
, V.A
Jg-
3
—- •••••-•"•4 ••••‘..ew•
SUJIMOUT TAIL
2"
FILTOR:
1
PIPING DIAGFRANI
/
/ ,
/ r
/
/ / /
/
4
/ / , /
/
,,. . .
/
/ .i. .
/ , / / / / „ 4
/ I /
, 1
/
/
/
.0, • 4 4,.... , , ,, ............r.........rr-wir-...-; , ••-t•-••
,,, -
•*•••••■■■••• ).,/ .. ,,,
'
4
w7"••■••••••••••• ••`•••••-www;*
1.14*.
cmt,4 [Pt'
Ile
2 4,0 40TE LINE
-1
rti.4~1P
AIR RELIEF%
vALve
cc).roiNd
1-1418 4 LIt4T
cATCH4rz
r
•
4 - .--SN•
a. • 4w.rnerim.
rfwar•■••wo Ora • we-w t•W
(
•
•
1
•
morommorierrisarsmairmitirma1111.6111111111111111111111
v ggt
. •
1-1
• ' 1
3
4a#11,00.01Stia
cf=k4) r(4-0-°
•
,
, • •
„ * e
.44
•
51e 1.4 " • ( it .2 ‘ 4 4 02. gf0 .0 ( ".
_,„?w
'•11t
- 1 lm4 x
WATER LOYAL
coNcntat SLAB
WITH • • 10 "
PACI-4 UL4Y
• • (3) kr HI 1
1 P.P.A0
-ArtATER LINO
i 1 i
t=iten 4104r i-vsr uNircit4
.;„
I • b) a. • rreco-■ 4,410cifo-4 rel5eit)ti,st
teottureAST143 r Ar co4ti
• ejTeroe tPeTAIL
•
4w10.4our-7
•
• .
1
pc4 t44
1.1)
4--
, 1.
•
PtC.K
4
4 f
A
L.
TYPICAL FOOL 6ECTION
IL tATMaIUt
4011. CCNOITION At 6111 BY VAAL Itse+NOTIG44 INUIGAT116 AN
4LLMA.4.0 DitAmut CAPACITY OP MO POP. (UNCIIITURI3110
6AND ANO/OR Rk
LOAN 00 G4 IIXCAVATION LI LLL VIVJA1.1.Y NAPO&
1140 kit1e416 re) &Atilt A 1.4t iUR "4144 tc THN
ENO CO OM PROrg61$10NAL KNOMIC4i1 ANO tHI •
aAesiottiala piNaoutsiTiki0 AM SIMILAR TO TiI060 6GR1600
4611
• .
ALARM NOTE::
ALL DOORS WITH ACCE66 TO THN POOL THROU4I4
THAT WALL ?MALL el EQUIPPED WITH AN ALARM
tIMICH PRODUCES AN AUOiet.E tVARN1Nd MEN
DOOR OR It6 SCREEN Is eENO OPENEO DIN
ALARM SHALL e0IJNO CONTINUOVeLY gOR A
MiNtluM OP 30 eECON06 AFTER MN DOOR i6
OPENED/ ANO 00 CAPABLE OF EMITTING A 60VNO
OP etIFFICIENT vOLWa TO es HORD 10 MN
DtvaLLiNd MN ALARM e.4141. en NO.IIPPIO u.tftH
A MANUAL MEANS TO TEMPORARILY ONACtIvAto
TI ALARM FOR A Watt OPtagiNc)
INN ONActIvAtiON SWITCH WALL 50 LOCAtE0
AT LIA6T 64 INCHE6 ABOva THN THRESHOLD
r pe ti g i F=124 (Oda)
- .4.
•
,
GRAVEL--
i-eYDRO vALvii
ATI -VORTEX
MAIN TARAIN
trXi SUMP
OfV-CA6T c4/44q..ort RIAT-FR
Fleeervi.Aaa MAIN,ORAIN
6441 LUAI;Nitsda SIGN (��1.3)
pnovon PlicrIANiegy 644N viedaLs PRom PO41. ARICA
t r1-411R■I i6 NO 6ueertinitioN POP% AL? 61,;PVIVI6ION Y WALL
Ce411.0R1414. it I THAI AT 1.141A6t ON*
A= Rat` C=411.47 et0X,SIVIOIC)•1 OX 1 N APITI•10J4,1!
RIOPIRATION AM, /OA CARCPIOPUVIINAIlY PkiVole4it At10/ (GPRi.
VARIE 6
POOL SoTtai
LCA CoNio.
......-ww•wwwwwwwwwwwwwwwwww:••••••• wwwww•www••Ww*,......ww*.mns• aww.a./wwIlw • • .0. awwWwwWw.,
AOP 1 p vm
.Are ctZ (120■1. .400Kw:da-15 '.4/4 14. )
pn 1./ Plo ptivoc.,.)
A (-L.
1
Wye) ro
%;„ -Le
v44 flpf.icer, PLAT or-
km A41, 41-).4'P. Ni1.:
P ID 7 p' -10- PAOs
11444
a Ark.
v‘.
FP •
sittvit
p4wirt„
(ase
At
•
•
. .
• Pe , )podo
Pc700
■••• •■••••••
014 los r4e.ab
ye pt... A 1'4
Mu A. pawic.
KO4 g.
-rwrww•r•w. •••••••••• w r aw, •••••••' •
a • ,
•••••••••■•••••0•••■■••••••0 0-••■••••=rwsw.■•••••-•.
rf •
•
•
, -
' •
•
I TI ." 7 " 7"
•
•
•
rrr,,
.•
S.' •
, •
v . '
•
f,
•
'
t e`
• " ,
• r *
, •
•-•
' - -
,.•
. • ,
• • •
r
4
••
4
.
•••••";;.1
-."
LG ENGINEERING SERVICES, INC.
Consulting Engineers
2020 N. W. 7th Street
Miami, Florida 33125
Tel: (305) 649 -6454 Fax: (305) 541 -3298
Sanntar Construction.
1123 Northwest 30 Place
Miami, Florida 33125
Project:
Dear Sirs;
TILE UPLIFT TEST
De Mario Residence
262 Northeast 93 Street
Miami, Florida
Information provided by client;
Permit Number: 47789
Date Completion: December 22, 2000
Roofing Contractor: Sanntar Construction
LG Engineering Services, Inc. Project Number: LG01 -0026
(Testing Laboratory Certificate #00- 0224.07)
E•N•G- I•N-E•E -R
January 3, 2001
In accordance with your request and authorization, a representative of LG 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 RAS 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 5000 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 Monier 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.
Based on our test results, we conclude that the installation of the roof tile at the above referenced
project meets the test requirement outlined in the above mentioned protocol. Attached please find
a copy of our test report for your review.
LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you
have any questions or if we may be of further assistance, please do not hesitate to contact the
undersigned.
Respectfully submitted;
LG Engineering Services, Inc.
'Mohamad Sonny Salleh, P.E.
Project Manager
TILE UPLIFT TEST
De Mario Residence
262 Northeast 93 Street
Miami, Florida
Test Number
'Pest Load (lbf)
Test Status
1
35
Pass
_ 2
35
Pass
3
35
Pass
4
35
Pass
5
35
Pass
6
35
Pass
7
35
Pass
8
35
Pass
9
35
Pass
10
35
Pass
11
35
Pass
12
35
Pass
13
35
Pass
- 14
35
Pass
15
35
Pass
16
35
Pass
17
35
Pass
18
35
Pass
19
35
Pass
20
35
Pass
21
35
Pass
22
35
Pass
23
35
Pass
Report of
TILE UPLIFT TEST
for
De Mario Residence
262 Northeast 93 Street
Miami, Florida
Project Number: LG01 -0026
LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGO1 -0026, Page 1
Test Number ''
Test Load (lbf)
Test Status
24
35
Pass
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
51
35
Pass
52
35
Pass
LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGO1 -0026, Page 2
Test Number
Test Load (lbfj
Test Status
53
35
Pass
54
35
Pass
55
35
Pass
56
35
Pass
57
35
Pass
58
35
Pass
59
35
Pass
60
35
Pass
61
35
Pass
62
35
Pass
63
35
Pass
64
35
Pass
65
35
Pass
66
35
Pass
67
35
Pass
68
35
Pass
69
35
Pass
70
35
Pass
71
35
Pass
72
35
Pass
73
35
Pass
74
35
Pass
75
35
Pass
76
35
Pass
77
35
Pass
78
35
Pass
79
35
Pass
80
35
Pass
81
35
Pass
LG Engineering Services, Inc Tile Uplift Test Result -- Project Number: LG01 -0026, Page 3
T Number
82
83
84
85
86
87
88
89
90
Test Load (lbf)
35
35
35
35
35
35
35
35
35
Test Status
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG01 -0026, Page 4
1
North
NV
Approximate Test Location
LG Engineering Sen•ices, Inc. Tile Uplift Test Result -- Project Number: LG01 -0026, Page 5