HomeMy WebLinkAbout6410 OLEANDER AVE - PAPERWORKUNIVERSAL
ENGINEERING SCIENCES Project No.: 33441-005-01
ca wi Cants In: Geaochriral En4rmrhg • 6rvirormerial Sciences
Comtnction Materials Testing • Threslcld In*edion Date Typed: 04-29-02
820 Brevard Avenue • Rockledge, Florida 32955
(321)638-0808 Fax (321) 638-0978
Field and Laboratory Report Cover Page
Client: Jason, Inc.
Tom
467 Forrest Ave., Ste. 124
Cocoa, FL 32922
Project: House Addition, 6410 Oleander Dr., Ft. Pierce
As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project
to provide construction materials testing services.
Scope of Work
ReportNo. Type of Report
54098, 54133 thru 54135 1 In Place Density Tests
the results of the observations and/or tests are summarized on the attached sheets. We hope thi
information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact
the undersigned.
Reviewed By:
Universal Engineering ng Science"s, Inc.
POSTED ����-
L
Brad Faucett, P.E.
ov
V F D STATE OF FLORIDA
Registered Professional Engineers No. 33123
MAY 0 2 2002
St. Lucie County Public Works
GlField-Laboratory Report Cover Page.w d
i
UNIVERSAL
ENGINEERING SCIENCES
Carsr&nts In: Geaedtrical Engineering • Errvirormertal Scienx
CaWnxfan M1AateriakTesting • Threshold hceaion
820 Brevard Avenue • Rockledge, Florida 32955
(321)638-0808 Fax (321) 638-0978
Report
of
IN -PLACE DENSITY TESTS
Client: Jason, Inc.
467 Forrest Ave., Ste. 124
Cocoa, FL 32922
Project: House Addition, 6410 Oleander Dr., Ft. Pierce
Area Tested: stemwall fill beneath proposed addition
Ref. Datum*: 0 = top of fill
Type of Test: Field: ASTM D 2922
Laboratory: ASTM D 1557
LIES Project No. 33441-005-01
UES Report No. 54133
Date: 04-29-02
Date of Test: 04-26-02
Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions
only and do not address the condition of the underlying soils below the tested depths. Fill was
approximately 1 foot deep. Building envelope was staked. Tests are retests of previously failing
results noted on reports 54098, 54134, 54135.
Test
Interval
Laboratory
Pass or
Tested
Field
Field Dry
Maximum
Laboratory
Fail
(from")
Moisture
Density
Dry Density
Optimum
Maximum
Location of Test
%
(PCF)
(PCF)
Moisture %
Density %
Pass
1. Southwest corner of pad
0-1'
11.2
102.7
105.9
12.0
97.0
Pass
2. Northeast corner of pad
0-1'
10.7
101.8
105.9
12.0
96.1
Pass
3. Center of pad
0-1'
12.4
102.1
105.9
12.0
96.4
Technician: gg/db
cc: 2-client POSTED
MAY U 2 2002
g{, 6t)olo County Public Works
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THESE PLANS AND ALL PROPOSED WORK
-ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
�l7cH�N COMPLY WITH ALL APPLICABLE CODES.
//�/ \ X,6Q 5c, PAN >01?
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ST. LUCIE COU\ IY DING DIVISION
— REVIE LIANCE
RE
DATE .� o
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—I� OR NO I&SPECTION WILL BE MADE.
I � .11.E
Cy��S RF-134,'
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- �7
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I xi51lN&
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M
ONNECT ION TO STRUCTURE
1/4" LAG BOLTS 11•' O.C. 10 2'
FASCIA. ENSURE FASC IA IS SE(
FASTENED TO RAFTERS W I TH(1:
LAG BOLT N IN. CENTER LAGS A
ENSURE 1 1/2' PENETRAT
USE L130U T ENDS
C0 EAM
EX IS ING OR
RAFTER OR TRUSS �
2"NOMINAL FADI - -.23
V IN IMLM
xv
11"D.C.T&B
EP-22 OR EP-01
TO STRUCTURE (TYP.)
SECURE TO MASONRY
STRUCTURE USING 1/4" X 13/4"
EMBED TAPCONS
4" FROM ENDSk 8"MAX O.C.
k TO'NGOD'N ITH 1,/4"X 11/2"EMBED
4" FROM ENDS & 6" MAX O.C.
ROOF PANEL 1/4"T.B. 11"O.C.(4)PER 4-PANEL i. RHA
ALL ((3) S IDES OR 1/4" LAG BOLTS _SIDE OVE
rye,
ACCESSORIES 8"O.C. WITH 1/8"X 1.5"AL I
(� SEEOES. N01E 1 A —
12''EA.SI PLATE UNDER EP-13(&EP-14)VERIFY t ° ° ° GUTTER
WITH LOCAL CODES (S, 3' " OR 6" EPS AT
° (S SPAN TABLE) PITCHED 1.5'MAX
0' END
T OPEN EP_13(" IS"'i pie B.•
4 i b8 X 3/4" SMS " T& B
SEPEPATE) AT PI °" I \ (3 PER PANEL EA SIDE)
EP-0
2#12X3/4"SMS 6"0.C. EA.SIDE
ADD (1) 112 EA SIDE AT EACH
CONTINUOUS COLUMN
(SAME PATTERN AT BELC'N)
CONDUIT SUPPORT SEE TABLE
X .070" EP-13 ,14 THESE PLANS AND ALL PROPOSED 9VlB_ BLE BHT S2
ADHEREALL 4 SIDES CONT INUOU., SHT 52
W IR.IN' && FAN INTEGR ITY i III MITRE CORWR SUBJECT TO ANY CORRECTIONS
BY / REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO 47—
j Cp�,�p yMgH ptL PI��ICABLE CODES.
! /�L PANEL P IECE TYP.
n24/ .024 FAC INGS 18" - 30"
�Aa 9 L ��II Ir
L P-2 i
E.
C.
&0
WOOD DECK
CONNECT ON ALT
TABLES SHT
EP-03
EP-03
i
NOTE:
3" WALL PANEL
AVG COL W IDTH IS
* SEE NOTE BELOW
I
FROM W INDG'W
CENTER TO NEXT
EP-01
j
WINDOW CENTER
P-01
i
EP-01I
EP-01
�- .024/ .024 PANEI* P
I ECE
Sc
USE STRUCTURAL ADHESIVE
FOR
c
EP-01 .03 TO WALL PANEL INS.IO_
& OUTSIDE CONTINUOUS
...
/r!/ /per
3" WALL PANEL
* NOTE: FOR COLUMN W IDTHS
A 6" M IN . PANEL HE I GHT J`P,
I I I "(I a"NAIL ExiBT ING
;. 3 0'X II jI�' I II �� I ,AA-5 IIII Ie �/ illy III III '� 1J4. .'. 11.G BOLT 74" SI ICTURE
I'I 6 8" DOOR 'y l II III I I I p' Y'iyQ ��' I V" i II'V I ^ IDRAFTER °
\\ ! BY 0 HER 8 1 ' I i l� ,l F R. K Au , .
v. �. TO MEET I:�i,�i IIII i liil IIII A �I II� IR.� cu+ x_
I„ n 1 1/4 x 4 L4G 6x
12 X 3/4 ' SMS \ - J
F.E SS RED
I _ 2 &ENDS \ \� !' PRESSURES I: i �''
NS IDE & Ot1T I I I I I
III
'u:
yj ;�IL Ii Ii.. �f
`�j I't. l',
ell'
i
I .I II { �' "� •„ONT INUOUS
� / MITRE CORNFFS .� s4CY�';D IO
� "G'§ : �c` 1 •' ",..is:«...,..::y:�:..;...:.c,
I 711't u \ !i III I II. I f\o
1•_OPT CNAL CPtN ING I J 'I , \0R 72" X 8C ' SL ID ING II Ll\i �'c^CaDOOR (VAX) BY OTHERS ANELE -21 �� �\CrayTO MEE1 REQU IRED cEPRESSURES SECTION HRUBASE EP-o1� EP-01/ {EPOS \ 103 Qa%�7
I' �12 X 3/4 SUB O.C. EA SIDE { \ °o
ADD SMS EACH EP-01 D ° ° c c �� s� ,yC.i a:*t >s u A` `.= £ r•ar�' g :y' 147 C -5.
iii TO" SOT CONT IN'UOUS I / i'- a �.<' z 6> ,w `ex ,.4`3a'If•(\IEeS E.
II EPS 1/4'X 13 /4 ES A CCN'
c WALL OR EG EN 3 & 12C C. ° ° ° a_ i V -. w ,w .•yyt3. c ;s M`� a yx
PANu A-IGNWITHCOLVNS \ // u°°°°°
\`��• OR A;J ADD I I C`AI_ LTD
•y °PG 1 \ / \/ '. C. P X
\° 47.024 aI I, CIX S qr �1F ' a t o y s s
o_ CG POS I d4! .� rs + 's
{ I `PPLY AUHESI T �� �1 �AvlEL IN
S1ILAI4i 5ETWEEN \�� EP- �q I I n r- Ira I a
SLAS AND EP 20 COM1C tT LA - 1 L n I I{; . P\ "�I�
FOOT I OR WOOD DECK A—r`, _ ALL_ S_L. iO J I HRI n I�Ou,
ALL IrL"i ORAL �I�T I " _ " `31aC—Ji ,:.SI lEXTRS IONS SPEC L ICAT IONS
V2SERS 0.055" THICK UNO. -ALL VALUES IN INCHES 5.324 t.000 o-`� EXPO<ED-.. 2'7 AS EC"0
2.7BO
P5.250 -23
5C0
1r_---'._z�32.5z7L6 fl 17150I ._4.110 I .tP-2 •353 I(2
R�-P1 I I , CORNER
I1.250
l — I i 1. 50 j0 42i U5 POST 3150---IzH
.130�1
3.t10-- 3.125 - p I _.._- L
------EXPOSED-----I L--`-E)POSED—"—"—"'I 1.O6i2L a40 I;�3.t25�! 3" BASE CHANNEL _ _ EP-22 RECE IV ING .WALL TH:CN.
EP-01 - - 020 CHANNEL=0.062"
FEMALE FRAME JAMB EP-03 -WALL INSERT EP-13 - FLAT TOP CAP E - PITCH TOP C 9 L.-4 .180--I PP-23 HEADER -
L.
W
E �S
;q P 6G63TMU.N.O.EXTRJSION
TOLERANI.E U.N.O.
^T IONS SMALL BE BOLTED OR
TAL SCREWS AS SHOWN IN
NODS AND CODES.
LY FOLD ING SHALL BE REPLACED.
PROVIDED
NIESS NOTED. EMBED. LENGTHS
TLCCO OR F IN ISH MATER IAL .
ON MAGNET IC STA IN'LESS STEEL. CR
A RES ISTANT MATER I& AND
IC\S FOR ALUM. STRUCTURES
,INC., & APPLICABLE FEDERAL.
a.
SL'LA-E ALUMINUM MEMBERS
ECTROLYS IS.
W IR ING AND
RS AS RE00IRED.
7M THE BUILD INC INTER IOR
'PROVED 5/8 INCH GYPSUM
CAI CCCES.
OR BASS B(EXTER DR) PANEL
;S `I A 615 GRADE 60. WELCEO N9RE
Rs IN ACCORDANCE
S.I/AANA
BE IN;rnumgs
I N,2 PER FOOTMAXPROVIDED
:IEO H IGHT.
CONCRETE & WOOD SMALL BE
S PA INT' OR MFR. EQUAL IN
a
M
T ICES
1, P.E. & SHALL
4 CONSENT OF
.E.
FI %N- C L. EE\\ARUO, 1'.R.
CON-SUL71-NG ESGINP_ER
4441 NORTH DIXIE IIIGI
130CA RATON, PL 33431
rlIONE: ,
FAX 391-2888
FAX:
(51.1) 391-2862
m
f, •n
V C
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< z <
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Rw'ldinn Innovation
S1 OF 2
a
TABLE - 1
L.j 0-
c� __j
RaOF PANEL CLEAR SPAN
I MINIMUM FACING T-tlICK (t)
PANEL
DEPTH
(d)
i �u
F�XNX L.
LIMITS (L) INSTRUCTIONS FOR USE: CONSUL,
4441 NORT
IL PAN (L ) INS 1 DE TO INS I DE (CLEAR) T-1, 0 Zi
ND PLAN SHEET DETAILS) _,In 3" FOR WALL >N
H�CIA RA�l
VERIFY APPROPRIATE ALLOWABLE DES I GN WIND SPEED, MINI MIUM LIVE LOAD, ON n
pl,
GENERALLY! 4 'W ML, AND ALLOWABLE DEFLECT ION FROM LOCAL AND STATE BU I LD ING CODES IN EFFECT (111) 391-2888
FAX -
FOR THE PROJECT LOCAT [ON AT THE T [ME OF PERM IT. F IND ALLOWABLE SPAN ON TABLE (561) 391-2862
INTERLOCKI ; NG PANEC BELOW FOR PANEL DEPTH , FAC 1 NG TH I CKNESS , AND EPS CORE WE I GHT SELECTED .
WWW.FLBENC
L�j =
IL.-)r 1
-i
t =
11
t
.032''
tW--'�'261
t=
.032''
-
f=QP16!1
t= .032''lt=
-026''
t= -032''
> 0::
-c-)
_1
1-
-026'
Sec.Mod-1.3821n 3
S =
1
S = Z-4:641
S- -023
5 = 5.568
S = 6.839
S = 9.920
S = 12.'191
1 IbI2
lb I
I I b
-691
2 1 b
1 1 bL,,
1 lb
2 lb
1 lb
2 lb
I lb
2 lb
1
lb
2 lb
1 b12
16'
115' 1''
15' 1,
6"
17'5''
19'3"
19 Y
21'3"
21- 2"
22'2"
#20'8
22' V
T2761-247�4-j
I
�To
80
13'9"
1 131" 115
- 2"
20
180
9' 10''111
- 0"
10'8"
11 - 10"
-
12'4"
14'6"
11-'
17 8"
17 - 8- '
19'4"
-
22 �-V
I
21 1 -
10
. t� _
2 16"
20'Y
120'3"
r;.
17 , 1'.
7
1A I;"
1A - A'
1
17'7"
17'7"
18'5"118'3"
1) OVERHANG O/H MAY BE UP TO 3 - W I TH VALUES ABOVE
(ADD TABLE LENGTH 'L '+2 " WALL W I DTH+O/H FOR TOTAL PANEL LENGTH)
FOR 2 '+ ROOF OVERHANGS (O/H), 3" MAY BE ADDED TO LENGTH L
MAX. S IDE OVERHANG IS 25% OF PANEL W IDTH ( 12" FOR 4 'PANEL W IDTH)
2)V = W IND VELOC ITY, MPH PER APPROPR IATE BU ILD INGEDE AND
AS PERM I TTED BY LOCAL MUN I C I PAL I T I ES
3 � R�OOF P I TCH, TO BE 1/4 " PER FOOT M I N , 2 " PER FOOT MAX
F -H 154 (f c y -I e I d - 16KS I
4 _ SIGN f 'c=650OPSI FOR3105
Gc (2 1 b)= 600 ;- ( 11 b)-300
C� CD�ATFD nr) I �nl OD Ul I Klf) I OAI")�r)l IAIAQ HQP 1) 1 N DES IGN Al
MIN 6 � S,P,EC IAL 'S I TE SPEC I F I C ' SEALED ENG I NEER I NG SHALL BE REQU I RE
4" 18'2'' 18'4'' 20'.-27
F-�_1_80 8'2" 9 4'' 8'8" 10'2" 10'2" 11'6" 10' 10" 12'6" 13'8" 15'2" 14' 10"116'6" 17' ORDER TO EXCEED THE SPAC I NG AND SPANS CONTA I NED HERE I N,A%., rRl.*R*llll.,`
LL 1 14 %'&l "�; i
CODE 17""" .211
80 9' 10" 19 10" 10 - 10- 10' 10'' 11'4" 1 V4" 12'7'' 12 '6" 13' 1013' 10" 15'4" 15'4". 16 117 THE CONTRACTOR SHALL CAREFULLY CONS I DER
.&S ON
MIN 40
180 10"14 ' 10"115'2" 117 8" NCLUD ING BUT NOT L IMITED TO ANY CONCENT y;*JUs
LL 6 -8-1874- 7'2" 19-0" 8 ' 10" 10 - 2" 9'4" 11 - 0" 12 '0" 13 - 8" 12' 10 1 1 T IFY
NOTE : THE SPANS L I STED FOR 30 PSF LL ARE FOR USE WHERE ASCE-7 APPL I ES - VALUES 41 GREATER DESIGN CRITERIA. THISADDITIO SHALL BE
HAVE BEEN CHECKED FOR GOVERN ING W 1 ND FORCES AND IT HAS BEEN CONCLUDED -;. PROPERLY ANALYZED BY A PROFESS I ONAL ENG I
THAT LL+DL GOVERNS - CR I T I CAL CALCULAT I ONS FOR 4 ' PANEL , 10 ' LONG , UPL I FT = 44 -8 rSF./ I I
FOR ROOF SLOPE< 10 DEG 1 -33 GUST RESPONSE - DL < 30 PSF
4p. . . . . . .
TABLE 2 SPAN, FT OPE 1 SPACE MAX COLUMN IN I DTHS , FT -
'0 LL , PSF 1 ' 4 . 16-, 18 20 22 24
H. G HT MAX 20 30 401 20 '1230 140 20130 1 40 201.30 140 20130 140 20130 1 40 2 0 1 401 20130 1401
FEETLWI Y
PEI
8
580
15806 38.7127.6
21.5133.2123.7118.4129.0120.
16.125.8118.4114.3
23.2
16.131
12.9121.115.
1!
i 1.7119.4
13.8110.81,
17.9
12.�
9.9
n
4588
SO.6
21.8
17.0
26.2118.7114.6122.9116.4112.7120.f
14.rohl
1.J
18.4
13.1
10.2
16,j
11.9
9.3
15�3
10_;8.5
14.1
10.
7.8
10
37 ic
a
24.8,17.7
13.8
m
21.2
15.2111.8118.6113.3110.3116
' 5[_llAj9
.2
14.9
10.618.3
113.5
9.7
7.5
112.4
8.8
16.9
111.418.2
6.4
11
1307120.5114.6
11.4]17L..j5
12 519.7
115.4111.018.5
113.619.7
17.6
-
12.3
8'8
16.8
111 �2
�1542
8.0
.2
6
10.2
7.3
15.7
19.4
16.7
15.2
1 2
1 1497
10.017.115.5
8.6
16.1
143
17.5
15.3 14.2
16.7 14.8
3.7
6.0
k4l�3.3
3.6
12.8
14.6
13.3
12.6
T A T 3
ROOM TY E
P-MLOSED
C/CWIDTH
R00%A MAX HTI , ITT
DES 1GNe,'lND SPEED, YPH
90 1 100 1 1 10 1 170
16.55PSF!20.4-PS-124.73PSF129.4PSF
TABLE 2 NOTES :
TABLE INCLUDES A 1 - OVERHANG I N CAI CULAT IONS
FOR USP W I TH SYSTEMS W I TH NO W I NDCWS OR SCREENS
(OPEN SPACE) ONLY - 257. PANEL USE OK AT ENDS .
VALUES BASED ON MAX STRESS = 51 OOOl'Kl_/r)-2
K= 1 .0 , L=WALL HT , r= -92 7 n , 506-7-TS ALUM
A= .7 19SQ I N FOR COMB t NED WALL COLUMN SECT I ON
5PSF DL USED - CONTRACTOR TO CONS IDER OTHER
FACTORS I N EACH APPL I CAT I ON .
LINEAR INTERPOLATION ALLOWABLE
ENCI,LO,S,ED
P, 0
ROOM
(GLASS�
VINYL
W!NDO'-V�2
SEE NOILSI
3,
13.991
13.041
12.241
11.5
3.5
13.291
12.391
11.631
10.97
4
12.711
1 1.851
11.121
10 .50
TABLE 3 NOTES:
. YL W I NDOWS ARE REMOVABLE,
TABLE 2 VALUES MAY BE USED.
DEFLECT ION L/ 180 USED IN CALICS .
MAX STRESS IS 750PS I= 757. Fty . E- 1 OOE+7
W IND INCREASE OF 337. WAS USED
PRESSURES PER SBC F� 00256(H./:5_--)-(2/7)
H= 15FT
4.5
12.?2
11.40
10.69
10 09
5'
11.8 0
11.00
10. 2
9.
5.5
11-43
10.66
10.00
9.4-'
61
11.11
10.35
9.72
9.17
6.5
10.81
1 0 .08
9.46
7
8.9,
E:::7 -
10.55
-
.83
3
8.71
T�V-B LE --4 SCREENT-W tNDOVVS-COI__-�rI DTH TABLE-, FT I
VIALL
13.5 Ii
13.5
12.6112.21111.8
I
ii 11.5
11.2
10.98,110.6
10.3210.03
HE 1 GHT
I I
AVG COL
4
1 4.5
1 .5 1 5.5
1 6 1 6.5
1 7
7.5
8 18 5
9
SPACING
TABLE 4 NOTES:
L/80 DEFLECT ION CONS 1 DERED . MAX STRESS OR DEFL USED
STRESS L IM IT= 18 750PS I , E= 1.00E+7 LOAD = 13PSF AS PER SHAPE FACTOR BY CODE. SCREENS 60% M IN. OPEN.
* * I F ANY TYPE IN I NDOW I S TO BE I NSTALLED . CONTRACTOR I S TO CONS 1 DER USE OF TABLE 3
4 " MIN
6 X 6 10 10 vvWF
ADD 2ND LAYER
30" BACK BEYOND
FOOT ING
FoorrING,
STD.AVALL L 'T& 'IALI
E'
YSTU
OPT ION -SYST �l
S I 'EET 1, '0
J4 E I SI� ET C
CONNECTION I 'f
T ON I
% 3 -
STEEL RE INFORCEMENT,
CGNT I NOUOUS PER GRAPH I
R;GHT , #5 BARS ACROSS @
THRIJOUT PLACE BARS TOP
TYP ALL STEMIVIALL CONS�
1. AM. 1
0 C N-PER SLX
NNEEaT-+O L
MASTER PLAN SHEET- 1�f
SIZING
40 r-
'l rill
,_OIL
CCkl?ACT
TO Kx
4"+- W IDIH (W)- OPT. DENS I TY
1 (017
ION
IM
W�c L
C/)
ELD IN!
CL 70 . .. ... ... ..
4 NECESSARYIN
.4
A40 &
ram- f �SR
0.1'� 5 20 25 30 35 4
ill'i""BRgi OOF TOTAI SPAN , FT
/R
8" WITUAK ........ 3" HE IGHT (1) 4:5 REBAR CONT 1NUOUS
M D,
: X 12 " HE I GHT �2 REBAR CONT I NUOUS
Wl I DTH X '12 " HE I GHT 2 Ir5 REBAR CONT I NUOUS
0.
H
M IN . f 'c=250OPS I AT 28 DAYS ON 2000 PSF M IN. COMPACTED
SO I L . ALLOW 3 DAY CURE BEFORE I NST ALL I NG BOLTS
-Z�L
F.P.
0
0 �_7
<
W09 z
HAT
L
)ES.
I FZFIVIESIONS
TH IS DOCUMENT IS THE PROPERTY OF FRANK L . 2ENNARDO, P E . AND SHALL NOT BE 1 � 8,V i-P 89, 2- 18
REPRODUCED IN WHOLE OR PART W ITHOUT �R ITTEN CONSENT OF FRAW L. BENNAROO, P.E. I
(DRAW L. BENNARDO, P.E. S2 OF 2
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ATTORNEY G'EORGE P1ULLtK "I •-- --
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DESCRIPTION
THE SOUTH 75 FEET OF THE NORTH 200 FEET OF THE EAST 150 FEET OF THE WEST 1B3 FEET OF THE SOUTH Ye
OF EAST. ALLNORTH
EhABOVETHE
SITSOUTHWEST
ST.UF THE SOUTHEST IILUCIE COUNTY. FLOIRIIDA.OF CONTAININGTOWNSHIP
ACRES, MORE RANGE
OR LESS.
clurrlr c= Or "VEYOR
I XW y CATInY that the attached Nap of O ,Y of the h reon 4.."Ibad
propirty 1, . True and Correct to the but of W nowt d e and bellaf 1.
mrvayod in,.th,;li,ld under oy, direction vn / I 1urtMf
Cart14.•'Ljiat tAlr.:parvq ecekI the Ninl— Tech cal 9tarvdode oat forth In
Au1e 31FR1-6 eb'oytad•by':411,e Florida Hoard of Gad 5V #Yors. Pursuant to
rlor7d&StjV;l i7207, Than are no above ground mcroacWnts other thin
thor.,+.1i�✓n ,anon,. avb�ott .to the cuatlfleatlON noted hereon.
m
SfNYVEYOR'S NOTFS:
I. fl.producllonJ of W. ,kafcA on no/ valid uv."
Jaded rilh on Emdo,J.d Swvgar'J Sad.
2. trod, 'Ad*. A.ra.n .er. no/ oAsfr.cl.d ey !Ne
o+ll., for Rlynh-ol-ny , Eonmcn/l of Rarwd•`
0..rsA/p, Aband...nh, 0eed RrJll/d/on, Zovehp
Sr/ -Dock, w Kwphy Act Died,.
J. L.Vol 0ucrlpllan ,ApIrn hereon rm prvridod dy
IA. Cl;.nl andl., N, Ad.M. _
4-.-76cn —mar Or adJlNond rulrlclkuu lhdl wr e4l
,h.. on 1N, S✓wy the) may be loved k, /A,
P.Jf/c Ruwdl
JAMES A. FOWLER
LAND SURVEYING COMPANY
1255 SOUTH U.S. HIGHWAY Ng 1 OaTE
EbT71`i` ref P.O, BOX 1677 — VERO BEACH, FL. r¢Lo BOON
(407) 862-4744
MIN. 51
FRONT
SIDES
CNR SI
REAR.
ZNG.
TECH.