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Electrical GEM Unit
Panel 30 A GFCl
120/240V Breaker Control
150 A 1P Feeding Panel
Dock
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LEAF ENGINEERING
NEW MARGINAL DOCK AND BOAT LIFT
1350 NE 101 Street
Miami, Florida 33138
Job#16-008
STRUCTURAL CALCULATIONS
DOCK CALCULATIONS - SHEET 1 -2
REPORT 1 —2
March 9, 2016
FEFI/yq��
No. 71519
®2
STATE OF
Z _ ( 5-4O `
LEANDRo FERNANDEZ, P.E.
FL PE#71519
LEAF ENGINEERING
CA#29771
LEAF ENGINEERING
85 NW 86th Street, Miami, Florida 33150
786.390.7493-Ieaf(KeafEngineering,net
Page 12
STRUCTURAL CALCULATIONS FOR THE DOCK
-Design in accordance with FBC 2014,NDS 2005,and current addendums.
40'x 12 new marginal dock and 7,0001#boat-lift(4 posts by Golden Lifts)
-Dock loading total gravity load=60 psf
-Max.Pile spacing=12'
-Stringers Max.Clear span=12'
-Joist Max.Clear span=9'
-Decking span=18"(1.5)
-Adjustment factors: -Cm=0.85, Cr-1.15, Cfu=1.15
Design values(southem pine
-Stringer-3x12#1 dense,Fb=1,100 psi
-Joists—3x8#1 dense,Fb=1,350 psi
-Decking—2x6#1 dense,Fb=1,500 psi
4 x 12 Stringers:
Loading 60psf x 5'=300 plf
Bending:
M=300 plf x(12'"2)/8=5,400 Ib-ft
f b=5,400 Ib-ft x 171 l 73.83 in"3=877 psi
F'b=1,100 psi x 0.85=935 psi>877 psi=f b OK BENDING
Shear.
Depth of section is 7.5"
fv=300plf x 6'=1,800#
Fv=175psi x 0.97 x 3.5"x 7.5"= 4,455#>1,800# OK SHEAR
Stringer to piles=60 psf x 5'x 6=1,800#to be resisted by(2)1"dia.through bolts good for
953#x 2=1,906#>1,800#
(see report#1) OK CONNECTION
Hanging blocks:
Loading on hanging blocks=60psf x 6'x 10'=3,600#to be transmitted to block with(2)1"dia through bolts good
for 953#x 2(2bofts)x 2(double shear)=3,812# OK CONNECTION
Hanging block to concrete seawall cap,use(2)1"dia anchor bolts,6"min.embedment into concrete seawall cap
good for 2,202#x 2 bolts=4,404#>3,600# OK CONNECTION
12" i .pLles
Pile capacity 15 tons=30,000#
Loading=3,600#+7,000#/4=5,350#<30,000# OK PILE LOADING
3 x 8 Joists Q 18"O.C.
Loading 60 psf x 1.5'=90 plf
Bending:
M=90 plf x(9'"2)18= 911 Ib-ft
f b=911 Ib-ft x 127/21.9 in"3=499 psi
F'b=1,500 psi x 0.85 x 1.15=1,466 psi>499 psi=fb OK BENDING
LEAF ENGINEERING
85 NW 861 h Street, Miami, Florida 33150
786.390.7493-leaf@LeafEngineer ng.net
Page 712
Shear.
Depth of section is the whole member,7.25"
fv=90PI x 4.5'=405#
Fv=175psi x 0.97 x 2.5"x 7.25"=3,077#>405# OK SHEAR
Attached to stringers with LTS12 SS 1"strap w/(4)10d nails top&bottom.
2 x 6 Decking 0 6"O.C.
Loading 60 psf x 0.5'=30 plf
M=30 plf x(1.75')"2/8=11.5 Ib-ft
f b=11.5 Ib-ft x 1 V/0.92 in"3=150 psi
F'b=1,500 psi x 0.85 x 1.15 x 1.15= 1,686 psi>150 psi=fb OK BENDING
Shear.
fv=30plf x 1.7572=26.3#
Fv=175psi x 0.97 x 5.5"x 1.5"=1,400#>26.3# OK SHEAR
Attached to each joist w/(2)#10 x 3"S.S.decking screws.
If you have any question or comments,please do not hesitate to contact me at IeafOleafengineedng.net or call me
at 786.390.7493
Sincerely,
�pjkO FER V
No. 71519 �=
Ar
LEANDRO FERNANDEZ, STATE OF
FL PE#71519
LEAF ENGINEERING /i®)VAI.��G
Illltl
CA#29777
LEAF ENGINEERING
85 NW 861 h Street, Miami, Florida 33150
786.390.7493-leaf l-eafEngineering.net
Design Methal Allowable Stress Design (ASD) 61-008
1350 NE 101 ST
Connection Type Lateral loading : REPORT 1
Fastener Type Bolt
Loading Scenario Single Shear- Wood Main Member
Main Member Type Southern Pine
Main Member Thickness 3.5 in.
Main Member:Angle of Load to Grain Fo
Side Member Type Southern Pine 0
Side Member Thickness 3.5 in. 0
Side Member.Angle of Load to Grain Fgo
Fastener Diameter 1 in. C
Load Duration Factor C_D = 1.0 C
Wet Service Factor C_M = 0.7 0
Temperature Factor F7771.0 C
Connection Yield Modes
Im 30141];.
Is 1250 Ibs.
II 95311;.
HIM 13091hs.
Ills 975 lbs:
IV 12871 .
Adjusted ASD Capacity PRFIbs. I
• Bolt bending yield strength of 45,000 psi is assumed.
• The Adjusted ASD Capacity is only applicable for bolts with adequate end distance,
edge distance and spacing per NDS chapter 11.
While every effort has been made to insure the accuracy of the information presented,and
special effort has been made to assure that the information reflects the state-of-the-art,neither
the American Wood Council nor its members assume any responsibility for any particular
design prepared from this on-line Connection Calculator.Those using this on-line Connection
Calculator assume all liability from its use.
The Connection Calculator was designed and created by Cameron Knudson,Michael Dodson
and David Pollock at Washington State University.Support for development of the Connection
Calculator was provided by American Wood Council.
Design Method Allowable Stress Design (ASD) 61-008
. 101 ST
REP
Connection Type Lateral loading : REPORR T 2
Fastener Type Bolt C
Loading Scenario Single Shear- Concrete Main Member 0
Main Member Type Concrete 0
Bolt Embedment Depth in 6 in. 0
Concrete
Main Member:Angle of 0
Load to Grain
Side Member Type Southern Pine 0
AJ
Side Member Thickness --Other(in inches) --
5.5
Side Member:Angle of 0
Load to Grain
Fastener Diameter 7/8 in. C
Load Duration Factor C_D = 1.0
Wet Service Factor C_M = 0.7 0
Temperature Factor C_t= 1.0 C
Connection Yield Modes
Im 6$91 lbs.
Is 51791bs.
11 27861bs.
I1Im 2943lbs.
Ills 2431 lbs.
IV 166861bs.
Adjusted ASD Capacity 16861 Ibs. I
• Bolt bending yield strength of 45,000 psi is assumed.
• The Adjusted ASD Capacity is only applicable for bolts with adequate end distance,
edge distance and spacing per NDS chapter 11.
While every effort has been made to insure the accuracy of the information presented,and
special effort has been made to assure that the information reflects the state-of-the-art,neither
the American Wood Council nor its members assume any responsibility for any particular
design prepared from this on-line Connection Calculator.Those using this on-line Connection
Calculator assume all liability from its use.
The Connection Calculator was designed and created by Cameron Knudson,Michael Dodson
and David Pollock at Washington State University.Support for development of the Connection
Calculator was provided by American Wood Council.
GENERAL NOTES
GENERAL
ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTI DA VD) 92
- - ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERIFICATION IN FI
BI SG 4`) 1,pFr �j•Q�, - IT 15 THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH OD ND AU PITIES
HAVING JURISDICTION, ANY DISCREPANCIES BETWEEN THESE PLAN ND IC CO L BE
\"- IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER B RF PR IN K.,
IT 15 THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF E CO -TOK TO C6M TH LOCAL,
�_� STATE AND FEDERAL ENVIRONMENTAL PERMITS 155U ED FOR TH PROEV IT SHALL BE THE UNTRACTOR5
R=2.1°5,40 -35' RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL VISIONS OF TH&tE FERMI
4.6r
Dc,Ji,vT 409 APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE, 2014 EDITION,CURRENT ADDENDUMS,AND
A.5.C.E. 7-10,A5
km_ 1�
<.� 3 ' 'Fov0P\c�• DESIGN LOADSGcf) %7'6
_.-p __. 16--_
°-Z �o „ 87ti'Zs^ -
t 2g
1. DOCK LL 60 PSF
IERMIT
WOOD PILING •
Q ; PLti� �I ` 2r S 1.WOOD DOCK PILES SHALL BE 12"DIAMETER PILI n.
MIN.BEARING CAPACITY
MIAMI SHORES VALLAGE
a X06' _@�• �: �-✓� H i
v 2. PILES SHALL BE CUT OFF AT ELEVATIONS SHOWN .
26:15 r. '., N 1 r 50 HARDWARE: 'APPROVED BY DATE
A Sok o
0
Pao ftirr ti Qooucss • ALL HARDWARE TO BE HOT DIPPED GALVANIZED AC 80 OR ST
t
N 135os-If-r 101 sr STEEL
a' Mrc.+� �yaac V-L. /I P
217D'n•, P in -_— 33136 r BOLTS: ZONING
J
.15.40'ac; ALL MACHINE BOLTS TO BE HOT DIPPED GALVANZIE
e3a a •y s2.5 H.4ti
c g•s, �� r�R,cK•e 101551TE
FASTENING NOTES:
UA3 Tow+-. �(
•
2G.851 -Cs19_ A.4 X 12 STRINGER TO PILES-TWO I"DIA.THRU-��L1'J'
�6 ) 'Jg TURAL
B.JOISTS TO STRINGER:51MP50N LTS 12 5.5.STRAPS(NOA 1045(;.29)W(4) I Od
NAILS TOP b BOTTOM
2^ N crGD o.b ti c� C. 2 X 8 FASCIA TO JOISTS-TWO I Gd NAILS INTO JOISTS ENDS.O 1 #10 S.S.DECK SCREWS
9l ` rlcuGt� t EACH DECKING BOARD. E T
D. 2 x G TROPICAL TREATED PINE DECKING TO J0I59 1 WU#f CTST INLESS STEEL DECK SCBE
�eo:w1��,Pdt�E �'•a Y32t _L4 cwoao) EACH.
'ZcRPjr� oEs:L\oLL LUMBER:
0. 0.' •' ' F'0-0 Ij° p,p w ALL LUMBER SHALL BE#I DENSE,KILN DRIED,AND M PE55UF E TREATED WITH A.C.Q.TO. O
.gprt,R-5 -lJa756' •y d win, Ona moi, -
1ti PILE DRIVING NOTES
N _
Lb�, 20, G"a"r N 1.PILE DRIVING OPERATIONS SHALL BE OBSERVED Wq-+fik-jq%ALW PECTOR,INCLUDING THE T T
tA.921 PILING,TO DETERMINE PROPER PILING LENGTH TO MEET THE DESIGN CRITERIA.
N^ cL C4` CJ I sT HJT
2.PILES TO BE DRIVEN WITH AN APPROPRIATE FOLLOW BLOCK,WIT A BUFFER MATERIAL SUITAE LE
TO ALLOW THE TRANSMISSION OF THE HAMMER ENERGY
DBLDG.
RE C E I'VE3.PILES SHALL BE DRIVEN TO REQUIRED CAPACITY A MINIMUM OF 'INTO ROCK OR A MINIMUMOF I
,,. 12'INTO YIELDING MATERIAL.WHERE HIGH RESISTANCE OF
5 ENCOUNTERED PRE PUNgbING
OR DRILLING SHALL BE UTILIZED TO ACHIEVE THE PROPER PENETRATION.
MAR 16 2016 y _ � �EcT TO n�PLIAr��E WITHI—L FEDERAL
a 4. PILES SHALL BE DRIVEN USING A DROP HAMMER OR GRAVITY HAMMER OF 4000 POUNDS,WITH A ;
G'DROP OF THE HAMMER !'SIC ANO CGUNTY RULES AND REf7�.ILATIQ1,,'
DERM Coastal Resources Section
Natural Resou u bURCES DIVISION L/ 5.PILES SHALL BE DRIVEN WITH NO MORE THAN Aa INCH VARIATION PER FOOT FROM THE VERTICAL
Dh OR BATTER LINE INDICATED,WITH A MAXIMUM VARIATION OF THE HEAD OF THE PIL E
L (NARY APP OVAL &Dj 14
POSITION SHOWN ON THE PLANS OF NOT MORE THAN 3 INCHES
NAME
MATE I(O � � ! ''.f ' �• � "1. r�1.� I ���� �0�0 FER N�/�/
`��� �t`P•��G E N Fc' i
MAY 12 2016
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LEANDKO FERNANDEZ DOCK AND M ARI N E DWG#: I G-008 . 71 .W
LEAF ENGINEERING CONSTRUCTION, CORP. NEW MARGINAL DOCK, PAGE TITLE: DATE: 09110/15 DRAWN BY: GL
C.A. 29777 752 NE 79TH STREET REVISIONS: TATF f
(786)390-7493 MIAMI, FL 33 138 FINGER PIER AND BOAT MAP, PROPOSED r
leaf@leafeneglneering.net 305-75 1-99 I I LIFT AT SITE PLAN, AND 1 •
F: 305-75 1-4825 1350 N.E. 101 ST STREET �// NA �
85 N.W. 86Th STREET glar5on@dockandmarine.netNOTE5 2 I L ll"Iffi DEZ
MIAMI, FL 331 50 www.dockandmarine.net MIAMI , FL 33 138 of 5
LICENSE#7 15 19
r
RECEIVED .�,.�....,..."'
MSR 16 2016
DERM Coastal Resources Section
Natural Resources Regulation&Restoration
Division(NRRRD)
RER.NATURAL RESOURCES DIVISION
PRELIMINARY PP
NAME �U
DATE X15TING SEAWALL TO REMAIN EXISTING DAVIT ST'Pi
t� TO BE REMOVED
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LEANDRO FERNANDEZ DOCK AND MARINE7
LEAF ENGINEERING PAGE TITLE: DWG#: 16-008 :LU
DATE: 09/10/15
CONSTRUCTION, CORP. NEW MARGINAL DOCK
C.A. 29777
752 NE 79TH STREET
FINGER PIER AND BOAT EXISTING DRAWN BY: GL STA F
�* (78G)390-7493 MIAMI, FL 33138 REVISIONS: ,c ��
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305-751-9911 LIFT AT
CONDITIONS i
leaf@leafenegmeenng.net F: 305-751-4825 1350 N.E. 101 ST STREET I• PAGE ���/ ® N A-
85 N.W. SGTH STREET glarson@dockandmanne.net MIAMI . FL 33135 101 EZ
MIAMI, FL 33150 www.dockandmanne.net 2. 2 of 5 LICENSE#71519
7000 POUND BOAT LIFT WITH
MECHANICAL STOP SET 1211
ABOVE ADJACENT LOW WATER (�
OvY>rit 1.t$T PI�LNL
101-01 sok.AR
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poC,rc Pt�•T,�3Gg sNA�
1tAVE t'1�C.4MuZcR� RrEp.0c.VoR5 ON cTRCM�SL�'S
PROPOSED 40'X 12' 25'-0"
�CE1 DOCK
10'-011 10'-0" 10'-0°
MAR 16 20%
DERM Coastal Resources Section 14 p '
Natural Resources Regulation&Restoration N Q
Division(NRRRD)
RER-NATURAL RESOURCES DIASI o x-9
PRELIMINARY APPR® N �'
NAME
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ISTING SEAWALL AND
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KING PILING TO REMAIN 0P\���,<
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LEANDROFERNANDEZ DOCK AND MARINE DWG#: 16-008 _
LEAF ENGINEERING CONSTRUCTION, CORP. PAGE TITLE:
. ``' NEW MARGINAL DOCK, DATE: 09110/15 f,[d
C.A. 29777 752 NE 79TH STREET DRAWN BY: GL
�— FINGER PIER AND BOAT PROP05ED LAYOUT TATE /
n' (786)390-7493 MIAMI, FL 33 138 REV15IONS:
LIFT AT
leaf@Ieafenecjincenng.net 305-751-991 1 O C�
F: 305-751-4525 1350 N.E. 1015T STREET I.
/ ..........
85 N.W. 86TH STREET 31ar5on@dockandmanne.net EZ
MIAMI, FL 33150 www.dor-kandmanne.net MIAMI r FL 33 138 PAGE
2• of 5 UCEN #71519
PROPOSED NEW
TIMBER PILING 12"
MIN DIAMETER D
2XG TROPICAL TREATED PROPOSED NEW
PINE FOR DECKING TIMBER PILING 12' 2XG TROPICAL TREATED
DECKING RECEIVED
LTS 12 S.S. MIN DIAMETER
HURRICANE STRAPS 3X8 JOISTS @ 1,5"5EE NOTES 3X8 JOISTS @ 18
F(ASTENEER B) NO ON CENTER SEE ES TROPICAL TREATED MAX ON CENTER MAR 1-6 2016
PINE FASCIA ON 2X8 DERM Coastal Reso
SUB
FASTENER EER O EC Natuna!Resources Regulation&ReesstonWon
d
Division(NRRRD)
RER.NATURAL RESOURCES DIVISION
4"X 12"
PRELIMINARY APPROVAL
STRINGER NAME �
(2) I"X20"GALVANIZED "' T'3.41 L l/l�
+ ,a THRU BOLTS(SEE ROPOSED I"X 12"LTS 1 2 SS STRAP ®ATS
(2) 1"X20"GALVANIZED MEASUREMENTS FASTENER NOTE A) (SEE NOTES: FASTENERS(B) _
THRU BOLTS(SEE TAKEN FROM 6" PROPOSED 4X 12
FASTENER NOTE A) CENTER OF BOLT STRINGER
If A
DETAIL IN DETAIL'B'
N.T.S. N.T.S.
1"5.5.WEDGE
ANCHORS BOLT5 BY G"X 12"X 24"PT WOOD
51MP50N FASTENERS INTOLONG HANGERTYP.U.O.N.
`msµ SEAWALL,MIN EMBEDMENT G" 1 1.25"
NEW CCA PILIN
7
A O m
4 x 12 STRINGERS c�
B —
O
AX JOIST SPACING 18" cO
3X8 JOISTS
0 (2) I° X 20"GALVANIZED
N FASTENED NOTE A m
1 11 YcY
HANGER BLOCK
g ;. �.i.•:..;, ; s:: :.::: .,, ,+: .i DETAIL "C'
',•• .d' g�0� �••1.)v,t•.,A,,.��, t •{ 1. .'1. •e' +'• a/•B .•�.. •1.L•••.••B�•
X 12 HANGER X 12 STRINGER
BLOCK SEE DETAIL
'C' ABOVE FOR
CONNECTIONS
�NpRO
LEANDRO FERNANDEZ DOCK AND MARINE -
DWG#: 16-008
,.. LEAF ENGINEERING CONSTRUCTION, CORP. NEW MARGINAL DOCK, PAGE TITLE: DATE: 09/10/15
C.A. 29777 752 NE 79TH STREET —
(786)390-7493 �— MIAMI, FL 33 138 FINGER PIER AND BOAT FRAMING AND REVISIONS: DRAWN BY: GL i
ATE
305-751-9911 LIFT AT DETAILS
leaf@leafcnegincenng.net F: 305-751-4825 1350 N.E. I O I ST STREET 1 • PAGE �'
85 N.W. 86TH STREET glarson@dockandmanne.net k Q
MIAMI, FL 33150 www.dockandmanne.net MIAMI , FL 33 138
2• 4d 5 LIG� #71519
ED
ROPOSED 7,000 POUND BOAT IV
LI Fr LIAR 16 2016
WOOD DECKING ON MARGINAL DOCK \l� DERM Coastal Resources Section
ATTACHED TO JOIST A5 PER NOTE �' Natural Resources Regulation&Restoration
ON PAGE ONE 10,-6„ r���SOS. L-14wc Division(NRRRD)
RER-NATURAL RESOURCES DIVISION
PRELIMINARY APPROVAL
121-011 EW CCAAME
I
PILIN 1i9®AT �
JOIST SPACING NOT l
TO EXCEED 18" SEE r► N�c.,�� c�sc�Ca>
NOTES AND DETAILS 3X8 JOIST O
ON PAGE 4
� TOP OF DOCK EL. +5' (N.G.V.D)
4X 12 STRI NGER
EXISTING SEAWALL, X 12 HANGER BOARD, SEE
CAP AND KIN j°\ ` DETAIL'C' ON PAGE 4
/\ PILING TO REMAIN \\ MHW (NGVD) EL. + I .G'
+MLW (NGVD) EL. -0.4'
. •® \ \ � BERM (NGVD) EL. -I .4' CA PILING DRIVEN G' INTO ROCK 12'
\/\/\/\ ® / INTO YIELDING MATERIAL TO ACH I EVE 15
\/i\//\✓i\/i\//\ \ TONS MIN SAFE BEARING
i \\i\\i\\/\\/\\/\\i\\i\\i\\i\i
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LEANDRO FERNANDEZ 1
LEAF ENGINEERING DOCK AND MARINE PAGE TITLE: DWG#: I G-008 v:
71
CONSTRUCTION, CORP. NEW MARGINAL DOCK, DATE. 09/I O/15
W
C.A. 29777 752 NE 79TH STREET DRAWN BY: GL 0. STA OF
` (786)390-7493 C� MIAMI, FL 33138 FINGER PIER AND BOAT DOCK AND LIFT REVISIONS: � `
V 305-751-991 I LIFT AT SECTION �i,�� �'!
,. . leaf@leafene6jincenncj.net F: 305-751-4825
1350 N.E. 101 ST STREET I• PAGE
85 N.W. 8GTH STREET glarson@dockandmanne.net Q
MIAMI, FL 33150 www.dockandmanne.net MIAMI , FL 33 138
2• 5 uF 5 LICENSE#71519
1
LOCATION SKETCH SCALE l"= � ';' � PLAN Or- sURVE`r' SCALE I" _ 30}
JOS :13-7332
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LEGAL DESGRIPTION:Lot 2,B�ock 1,MTAMI SVOItkg BAY PARR- ESTATES,according to the Plat thereof as _ 19 1718
recorded in Plat Book 55,Page 83 of the Public Records of Miami-Dade County,Florida.- R g `�q `° f 33t
sF c.g•5fzsl I t3 a,caG'S
GENERAL NOTES
2�,g } to (6,03)
1j OWNERSHIP IS SUBJECT TO OPINION OF TITLE. '� PbL F3� l '
2 EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY,AFFECTING e i!3 _ - V 21.4p} Lp/
tI; L
THIS PROPERTY. NGV DATUM.
3) (2.22)DENOTES THOSE ELEVATIONS REFERRED TO _ D
s
UTILITIES ON AND/OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH
INFORMATION WAS DE NOTREQUOF U
4) LOCATION AND IDENTIFICATION OF UUPdated:April 29,2015 5
AE Base Flood Elevgion•9 feet X32
5) THIS PROPERTY IS WITHIN THE LIMITS OF THE FLOOD ZONE ated Ja ue ry 19 2015 �"`"° " �° w
6) NO UNDERGROUND LOCATIONS WERE DONE BY THIS COMPANY.
dry
DATE: ( 10 Foga }�y I - - o
CERTIFIED TO: la `. w€
May 06,2013 V.
�.,A _ PO 01 ,
APPLICABLE ZONING,UNDERGROUND,ZONING AND BUILDING SET BACKS,MUST BE CHECKED BY OWNER +� -
ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. k N
HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true
and correct to the best of my knowledge,information and belief,as recently surveyed and platted i T. cA`: 7/A—
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under my direction,also that there are not above-ground encroachments other than those shown. !� 1 "I /, (/ _ 12 g(�
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TEG This survey meets the minimum technical standards set forth by the Florida Board of Land Surveyors { ' ^�� 6z. t� 7
027,Florida Statues.
pursuant toChapter 61G17-6, Florida Administrative Code,Section 472
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iL� MAY 1 ���
SURVEYING, INC
L.B. NO. 3333
aro D.Alonso BY--=
f'r. sslonalLand Surveyor
� �, ,
3,187 NW.167T"STREET,H5 Certificate No.3590 z
/!!AMI, FLORIDA 33015 State of Florida o A....ARC DISTANCE A/C...AIR CONDITIONING CBS...CONCRETE BLOCK STRUCTURE O.U.L...OVERHEAD UTILITY LINE CL...CLEAR CIL...CENTER LIN
RAD...RADIAL ENC...ENCP.OACHMENT R/W...RIGHT OF WAY... FIP...FOUND IRON PIPE O.H...OVER HEAD W.M....WATER METER C.H....CHORD
3,j5/512-4940 � ) IS I�OUNI]r�}�'�S(JRSJE'( DISTANCE P/L...PROPERTY LINE CONC...CONCRETE F.H.FIRE HYDRANT UP UTILITY POLE R...RADIUS U.E...UTILITY EASEMENT
w - d,,.CENTRAL ANGLE R .RADIUS PL....PLANTER T.....TANGENT C 8.....CATCH BASIN MH....MANHOLE CLF...CHAIN LINK FENCE W.F.....WOOD FENCE
NOT 1/ALiIJ UNLESS SEALER WITH AN EOSSED SURVEYOR'S SEAL . 7�p'L '��