REV-17-207 Miami Shores Village _^
JAN Building Department
®` p i
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 FBY.
FBC 20
BUILDING Master Permit No. (Q_`meq
PERMIT APPLICATION Sub Permit No. PIE: V J�2 —ZO�
[--]BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL r-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
�r CONTRACTOR DRAWINGS
1e
JOB ADDRESS: 1350 I®I SffQe-f
City: Miami Shores County: Miami Dade Zip: 33138
Folio/Parcel#:_ _I W 0620 2130020 Is the Building Historically Designated:Yes NO
Occupancy Type: 1CIGSIf toad: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): DI(Y- & ell beth Phone#:
Address: 1,350 W
r 101 sly x SN
City: Miami 'es State: FL Zip: 3313
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name:bDqq- and MOV]n2 &�C�1 @(� C®Y Phone#:a05 19(�9°I I
Address: IS2- �L 11 X11 ett- Q
City: 1�1�C�►�lI State: � Zip: ��JI 1-15121
Qualifier Name: r j Phone#: 30's 3)0-''5231
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: u-r,� d1
�� � Phone#: -ALQ-590-1493
Address: ®s N �� �'tIe®`Q��' City: _State: FL—Zip: 3 I S®
Value of Work for this Permit:$ T07 ' Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: CAIA diff MAISAW 4. FGR W4M TO &UIJW&
•� t e:.-.0 e^�.Y� 4T6Ri7!3f;YTI71
Specify co10, of;t O ( i a
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work-,,will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
z,Signature EL6 Signature c
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of 3CA 20 �, by Ae day of 'gni 20 by
who is ersonally known o -6LW LC4SOn who is csunally know
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who 4id.take an oath.
NOTARY PUB IC: r� +• NOTARY BLIC:
Sig •. s Sig s
Print: Print.
tri NANATEJEDA Seal: ?�, ';3 MY�10GG015387
SealM'C IDN000�e011�63j8�7 EXPIRES-:1mem�byer�266,,2.0y2�0�� �NNOI81yPUb�O�WMA�B
APPROVED BY W�Jl (� Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
r
F
LEAF ENGINEERING
NEW MARGINAL DOCK AND BOAT LIFT
1350 NE 101 Street
Miami, Florida 33138
Job#16-008
ANSWER TO CITY COMMENTS
GRATED DECKING STRUCTURAL CALCULATIONS
GRATED DECKING CALCULATIONS- SHEET 1
Grated Decking Load Table
January 23, 2017
® ' •• ,
No. 71519
STATE of �c�1
OR 10
� 'Z - ( ..• ..: •.: •.• : : ..• ®°®®®9690O®�
LEANDRo FERNANDEZ,P.E. ... ... ...
FL PE#71519 •
• . •
LEAF ENGINEERING 000 0•• •• •• • • •• • •
CA#29777
•:• :LEAS KMIPEE:RING
85 NW ;$6;;•§;trgt, Florida 33150
0 0 0786.3909493-les'fLeafEngfieering.net
Page 1/1
., STRUCTURAL CALCULATIONS FOR GRATED DECKING
-Design in accordance with FBC 2014,NDS 2005,and current addendums.
-40'x 12'new marginal dock and 7,000#boat-lift(4 posts by Golden Lifts)
-Dock loading total gravity load=60 psf
-Joists spacing=18"O.C.Max.
-Decking span=18"(1.5)
-Decking to be Fibergrate Molded Gratings 1"depth by 3/4"x 3/4"mesh.
-Loading on decking=60 psf
Design values
-Decking:
Deflection for 65 psf and 18"dear span=0.02"
Ultimate capacity for 18"clear span=3,940 psf>60 psf
Max.Recommended Loading for 18"span=780 psf>60 psf
See attached Load Tables from Fibergrate Molded Gratings.
Grated deckign is addequate for 18"span supports and 60 psf loading.
Attach with 2#10 decking screws each intersection.
If you have any question or comments,please do not hesitate to contact meat leaf eleafengineering.ri or call me
at 786.390.7493
Sincerely,
0 F ER ®®
No. 71519
LEANDRO FERNANDEZ,
FL PE#71519 •° • T'ATE®��;
LEAF ENGINEERING, ����v I®N AL�%%
CA#29777 .. ... . . . . .:®111111110
. .. . . . . ... .
.. ... .. . . . ..
. •.• . •a: 0:0 .
. . . .. . . . . .
. V . . • •• . •
L E A 4 1; PTVI A E OR I N G
85 NW ;6;;•;jr*)*t„Mikmj; Florida 33150
0 0 0786.390.Y49?-le�f�61'LeafEn ig Reering.net
Load Tables - Fibergrate' Molded Gratings",,,,,�
Uniform bad tables for alternate thickness Fbergrate grating(3/4x1 x4,314x1-1!2x1-1/2,1-1/4x]-1/20-1/2)and
Mlcro-Mesh®1/2°grating can be found on our website-wwwlibengrate com-under Products,Wded Grating,
Rbergrute Molded Grafts and click on Addldonal Load Tablas.
*'Also represents toad data for mesh 1-1/2'deep x 3/4'squwe top mesh grating(4'x 12')panel.
2A,U+4:�i) Ate• f Er3`oi ® D ® X�
xv
'1111'• ,: � i ® D
5/8 1 xa 003 0.04 0.05 0.08 - - 1540 neo
1 3/4 x 3/4 <.01 <01 <01 <01 0A1 0A2 0.03 a06 0.12 1770 88�
1 3/4x4 <01 <01 <01 <.Q1 <01 0.01 0A2 0.04 0t* 2800 14040
12 1 1x4 <.01 <01 <.01 <.01 <01 0.01 0.02 0A5 009 2140 10700
1 1-1/2x 1-1/2 <01 <01 <A1 <.01 <01 002 0.04 a08, a16 1420 7120
1 2 x 2 <01 0.01 0.02 0.03 0.04 0.06 - - - 1020 5140
1-1/2' 1-1/2 x 1-1/2 <.01 <.01 <.01 <.01 <.01 a01 0.02 0.04 0.07 3200 16000
2x2 1 1 < <01 1 A AZ 3840 19240
5/8 ]44, 0.05 0.11-,- 011G, Rte., - - - - Ei80 3410,.
_lei 0�Q3 W ala`
1 4' 3/4x4 0.011 0.02 0A3 0A4 0 0.10 020 0.40 1240 6200
8 1 1 x 4 0.01 0.01 a02 0M 0.04 a07 all 0.22 0.44 950 4750
1 1-1/2x1-1/2 opt 0.02 0A4 OA6 048 0.11 0.2 0.38 - 630 3170
1 2x2 0.04 0.05 0.08 0.11 450 2290
1-1/20 1-1/2x 1-1/2 <.01 <.01 0.01 0.02 003 0.04 0.07 0.14 028 1420 7100
x2 <01 45101 3 Q04 QW 0.17 1850 9280
5/8 1 x 4 0.15 0.19 03 0.45 - - - - - 380 1920
1 3/4 x 3/4 0.04 M05 0A8 0.12 0.16 0.24 0.41 - - 440 2220
1 3/4x4 0.03 0A4 0.06 009 0.12 0.18 030 - - 700 3500
24 1 1 x 4 0A4 0A5 007 0.11 0.15 0.22 037 - - 530 2670
1 1-1/2x1-1/2 a06 008 0.12 0.19 0.25 037 - - - 350 1780
1 2 x 2 0.11 0.14 0.21 032 250 1280
1-1/2° 1-1/2 x 1-1/2 0A2 O03 0A4 006 0A8 0.12 0.21 0.42 - 800 4000
2 2x2 Q1 0.01 - 1040 __5220
5/8 1 x 4 032 0.41 - - - - - - - 240 1230
1 3/4 x 3/4 0.10 0.13 0.20 029 039 - - - 280 1400
1 3/4x4 0.07 0.10 0.15 0.22 0.30 0.44 - - - 440 2200
30 1 1x4 0" all a17 0.26 034 - - - 340 1710
1 1-1/2 x 1-1/2 a14 0.18 0.27 a41 - - - - 220 1140
1 2 x 2 024 031 0.48 160 820
1-1/2" 1-1/2x 1-1/2 0.05 006 009 0.14 0.18 0.27 0.46 - - 510 2560
X2 p 1 M45 650 3340
1 3/4 x 3/4 0.20 0.26 0.40 - - - - _ _ 190 990
1 3/4x4 0.15 0.20 0.31 0.46 - - - - - 310 1500
1 1 x 4 0.16 0.21 0.32 0.49 - - - - - 230 1180
36 1 1-1/2 x 1-1/2 031 0.40 - - - - - - - 150 790
1 2 x 2 0.46 - - - - 110 570
1-1/2• 1-1/2xt-1/2 0.1 0.13 020 0.30 040 - - - - 350 1770
2 x 2 04 0 0113 0.18 Qz 0,44 - - 460 2320
1 3/4x 3/4 037 0.48 - - - - - - - 140 720
1
3/4x4 0.28 037 - - - - - - - 220 1100
42 1 1x4 0.33 043 - - - - - - - 170 870
1 1-1/2x1-1/2 0.49 - - - - - - 110 580
1-112* 1-1/2x 1-1/2 0.17 022 0.34 - - - - - - 260 1300
2 2x2 OM-•• • • • __9§a 340
dA
1700
46 1 1x4 0.48• i •i i i ii•i •
1 3/$X4 • • • - - -- - ® '�.•.'. , 720
48••• T•• •a- • •• PF 8)48 1-1/2` 1-1/2 x 1-1/2 0.28 0. 10
- -
7 10001-12" 1-1/2 x 1-1 0.42•54
1300
V90
60 2 2x2 0 T 7• _ _
i •• •-• -- t - X30
MOTES: Y ®F
[r✓
1.All gratings vv�e tested in accordance yvtUe the AM51 Ste,r,� tor&ibuded and Molded 9 ' I P°''�o
2. Maximum Recommended Load represents a 5:1 factor oa tlWmaft • • • ® � '•. •°�C?
4.For covered grating use a multlpller a 05.11ds is limited to 0);1':• k 9 3/4'or 12'gm&tgs.�®�
3.Max recommended and ultimate loads do not dwtrge as a resreit of sddke a t,4 to
••• • • •• • p".
www.nbergrate.corn 800-527-4043 p
GENERAL NOTES
w . . ... . . . • •••
GENERAL
.. ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM(NGVD)OF 1929.
<tf# • • • •• • •••
VVT' ALL DIMENSIONS ONDPLANS ARE SUWAT-QVEWICIAZON IIy1TiE FIELD.
S15C py ws— py IT 15 THE INTENT OF:HtE F:AN5 T0.6E IN•*,CtwORDA"CE VOTH APPLICABLE CODES AND AUTHORITIES
HAVING JURISDICTION! AN-r-mcREPANciE5.5ETWEF.1•T41EjE PLANS AND APPLICABLE CODES SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH WORK.
IT 15 THE INTENT OF THESE•PLAN,5,ANgTHEP,�5PQt"13ILIT•Y•OF THE CONTRACTOR TO COMPLY WITH LOCAL,
.,�� ,_,_.,�,•v- _ — STATE AND FEDERAL EN�VON:V:T4 P RMIT3P I%UED FOR THI5 PROJECT IT SHALL BE THE CONTRACTOR'S
Q=21''40'jtn .35, �` RE5PON51BILITYTO FAMILIARIZE AN0bG�VEh111t�LF 13'?4L.LPROVISIONS OF THESE PERMITS.
2 Sf3' ••• • • • • � • •
APPLICABLE BUILDING CODE: FLORIDA•BUILDIN• G MA,2b I AITI(5Itl, CURRENTADD UM5,AND
w sem. a A.5.C.E. 7-1 O,A5D
3s
C�saccvl 4Grp7ova `0,5 Fo, •°a P1ct_ a
DESIGN LOADS
-
0 i g�-'y"_'2�;
• 1. DOCK LL 60 F'SF
'Z b`� (5•D/ ti j� WOOD PILING
a� PDI + 2, S I.WOOD DOCK PILES SHALL BE 12"DIAMETER PILING ATE[
H 5 WITH 15 TONS
MIN.BEARING CAPACITY
�C6 - 2.PILES SHALL BE CUT OFF AT ELEVATIONS SHOWN ON THE PLAN S.
9h rr � v 14,50
CSg o 24151 J l(1 HARDWARE:
n° �4a . : e+ ��'75( 3 '0 ALL HARDWARE TO BE HOT DIPPED GALVANIZED ACCORDING TO A5TM A-1 53-80 OR STAINLESS
y _FovEoS 61 PaDP�¢r`i /�Do¢ s i STEEL
t(I a .2170'yt.. Ctic7\ ��\de�a,Ft.
DOLTS:
P N — 33136 C EIVED
ALL MACHINE BOLTS TO BE HOT DIPPED GALVANZIED ACCORDING TO A5TM A307-83A c
a8ap', h � R/ T FASTENING NOTES: JAN 2 6 2017
T - EsraP.,Y - t�,5www O V I 1
CS'°d� may ro A.4 X 12 STRINGER TO PILES-TWO I'DIA.THRU-BOLTS
PaLta y�. - v 21 q6, 1o;So' B. IMPSON LT51 2 5.5.STRAP ( A 1045 { ) 10
NAILS TOP E BOTTOM 29)W 4 d
f y{pt�� p,E- C. 20X 8 FASCIA JOISTS-TWO I Gd NAILS INTO JOISTSOENDS.OR
�' _�•- •; :!`' I #)0 S.S.DECK SCREWS
l
ti EACH QZCKING B RD.
- rtauGo 7.5
RATE ING IS # O S AIN 5 LDC SC
r
ALL LUMBER SHALL BE#I DENSE,KILN DRIED,AND MARINE PRESSURE TREATED WITH A.G.Q.TO.40
F•,� �..}.. .. �_ ,acro,� _0
��n leu P}4�w
lA' PG S 47.56' FILE DRIVING NOTES
b) '3 TSO. wit'•1•
1.PILE DRIVING OPERATIONS SHALL BE OBSERVED BY A SPECIAL INSPECTOR, INCLUDING THE TEST
PovEme'T N PILING,TO DETERMINE PROPER PILING LENGTH TO MEET THE DE51GN CRITERIA.
N I O vs �4,gb 2.PILES TO BE DRIVEN WITH AN APPROPRIATE FOLLOW BLOCK,WITH A BUFFER MATERIAL SUITABLE
TO ALLOW THE TRANSMISSION OF THE HAMMER ENERGY
i" IlaFT1I bnoius Village
3.PILES SHALL BE DRIVEN TO REQUIRED CAPACITY A MINIMUM OF G'INTO ROCK OR A MINIMUM OF
12'INTO YIELDING MATERIAL.WHERE HIGH RESISTANCE SUBSTRATE 15 ENCOUNTERED,PRE PUNCHING
APPROVED BY DATE OR DRILLING SHALL BE UTILIZED TO ACHIEVE THE PROPER PENETRATION.
4.PILES SHALL BE DRIVEN USING A DROP HAMMER OR GRAVITY HAMMER OF 4000 POUNDS,WITH A
ZONING DEPT n ti z,, G'DROP OF THE HAMMER
BLDG DEPT V y 5.PILES SHALL BE DRIVEN WITH NO MORE THAN A INCH VARIATION PER FOOT FROM THE VERTICAL
OR BATTER LINE INDICATED,WITH A MAXIMUM VARIATION OF THE HEAD OF THE PILE FROM THE
as
POSITION SHOWN ON THE PLANS OF NOT MORE THAN 3 INCHES
SUBJECT TO COMPL.IANCF WITH ALL FEDERAL
�•��1111///�Z
')UNTY RU _S ;" mc
oglc earth
'••GENS '. 'i
LEANDRO FERNANDEZ151
DOCK AND MAKIN E DWG#: I G-008
LEAF ENGINEERING PAGE TITLE:
CONSTRUCTION, CORP. DATE: 09/10/15 DRAWN BY: GL
NEW MARGINAL DOCK, ,
752 NE 79Th STREET ATE OF
C.A. 29777 REVI51ON5: W
(786)390-7493 �— MIAMI, FL 33 138 FINGER PIER AND BOAT MAP, PROP05ED
O^ P�
305-751-991 1 LIFT AT 51TE PLAN, AND I .
leaf@leafeneglneering.net F: 305-751-4825 1 350 N.E. 1015T STREETBj $/ N A
85 N.W. 8GTH 5TREET cglarson@dockandmanne.net NOTES 2 I L
MIAMI, FL 33 150 www.dockandmarine.net MIAMI , FL 33 138 5
LICENSE#7 15 119
i
• • • • • • • • • •
• • ••• • • • • •••
• • •• • • • •• •
• • • • • •• • • •
• ••• ••• • ••• •
•• • • • •• ••• ••
• ••• • • • • •• •
•• • • • • • ••• ••
N
XISTING SEAWALL TO REMAIN EXISTING DAVIT
TO BE REMOVED ��cl
O F
... ,: .... a ... . .e., ... • ..... .. .. ,. .....•`.
.. s. .•. . .• . _: ... .., ..- t. . ... r. 'l •fit
96.4'
n® F E R >>
LEANDRO FERNANDEZ N • 71
- LEAF ENGINEERING DOCK AND MARINE PAGE TITLE: 09/10/15
DWG#: 16-008
CONSTRUCTION, CORP. NEW MARGINAL DOCK, DATE: 09/I O/15 QTE OF
C.A. 29777 752 NE 79TH STREET DRAWN BY: GL
�— FINGER PIER AND BOAT EXISTING
(786)390-7493 MIAMI, FL 33135 REVISIONS: .o•'•. C
leaf@leafenegmeermg.net it305-75 1-991 1 LIFT AT CONDITIONS
' r,
F: 305-75 1-4825 1350 N.E. 101 ST STREET I • PAGE ®! �
85 N.W. 86TH STREET glar5on@dockfndmarine.net MIAMI , FL 33 138 L R6IF� DEZ
MIAMI, FL 33150 www.clockandmarine.net 2. 2 of 5 LICENSE#71519
. . . . . .. . . .
. . ... ... . ... .
.. . . . .. ... ..
. ... . . . . .. .
7000 POUND BOAT LIFT WITH ••' : : '.' : : :.. ..•
MECHANICAL STOP SET 1211
ABOVE ADJACENT LOW WATER
APPROXIMATE EDGE OF SEAGKASS
PROPOSED 40'X 12' -1 25'-0"
DOCK7"'\2
N O
N �S
O
`• . :•.. :,. ...... :- :•• .., ... .:'.:'.. �' ,�.` ."�. ., is :...:'. ;' .,Y;"
3 1 '-4" 40'-0" 25'-0"
D
P
I�
(-EXISTING SEAWALL AND �9va �F ����,
EP
KING PILING TO REMAIN v�,�. ............4 '®
�' NSF
0. 71519 •'
LEANDROFERNANDEZ DOCK AND MARINE
DWG#: I G-008
•Or
LEAF ENGINEERING CONSTRUCTION, CORP. NEW MARGINAL DOCK, PAGE TITLE: DATE: 09/10/15 ua i
C.A. 29777 752 NE 79TH STREET
(786)390-7493 MIAMI, FL 33 138 FINGER PIER AND BOAT PROPOSED LAYOUT REVISIONS: DRAWN BY: GL 10 L O Rx
305-75 1-991 1 LIFT AT °1 �
leaf@leafenecjinecrincj.net �
F: 305-75 1-4825 1350 N.E. 10 I ST STREET 1 • 0
PAGE � '�!mill
`°'
85 N.W. 8GTH STREET lar5on dockandmarme.net
9 @ MIAMI , FL 33 138 L RO FE DEZ
MIAMI, FL 33 150 www.dockandmarme.net 2. 3 of 5 LICENSE#71519
••
• • .
. . ... . . • • •••
PROPOSED NEW
TIMBER PILING 12"
MIN DIAMETER . • • •. • ,••
GRATED DECKING PROPOSED NEW : : �: • : i• �: •�
TIMBER PILING 12" RATED DECKING ± : : • : : ;
LT I MIN DIAMETER
HURRICANE STRAPS 3X8 JOISTS @ 18"
(SEE NOTES AX ON CENTER SEE 3X8 JOISTS @ 18"
MAX ON CENTER •• • • • • ••• ••
FASTENER B) NOTES TROPICAL TREATED , . . • . , . � �
PINE FASCIA ON 2X8 • ••' • • • • •• •
SUB FASCIA AS PER • + • • • • • •
FASTENER NOTE C
cYimly
4"X 12"
STRINGER
m
(2) "X20"GALVANIZED "' 34 ROPOSED I"X 12" LTS 12 SS STRAP
THRU BOLTS (SEE
(2) 1"X20" GALVANIZED MEASUREMENTS FASTENER NOTE A) (SEE NOTES: FASTENERS (B)
THKU BOLTS (SEE TAKEN FROM 611 PROPOSED 4X 12
FASTENER NOTE A) CENTER OF BOLT STRINGER
DETAIL'A' DETAIL'B'
N.T.S. N.T.S.
1"5.5.WEDGE
ANCHORS BOLTS BY G"X 12"X 24"PT WOOD
51MF5ON FASTENERS INTO LONG HANGER TYP.U.O.N.
SEAWALL, MIN EMBEDMENT 6" 1 I .25"
NEW CCA PILIN
0 -
A
4 x 12 STRINGERS
NMI
B _
O
� N
AX JOIST SPACING 18"
3X8 JOISTS (2) 1" X 20"GALVANIZED
N THRU BOLTS(SEE m
FASTENER NOTE A
5.G" 5.6"
1 111 Acy HANGER BLOCK
_ DETAIL IICII
P..• C3.. •,P. ate,•A:'t. 4.' �a •.b .$' •�'
X 12 HANGER 4X 12 STRINGER
BLOCK SEE DETAIL
r
'C' ABOVE FOR ^e•
CONNECTIONS C9• r= 'iJ�v
EN r
. 7151
LEANDRO FERNANDEZ DOCK AND MARINE DWG#: 16-008 * •
LEAF ENGINEERING CONSTRUCTION, CORP. NEW MARGINAL DOCK, PAGE TITLE: DATE: 09/10/15 OF Lu
CONSTRUCTION,
C.A. 29777 752 NE 79TH STREET '•
(786)390-7493 �— MIAMI, FL 33 I RE FINGER PIER AND BOAT FRAMING AND DRAWN BY: GL ` R Q •'
REVISIONS: •'', '
,r i�' '''•••..
leaf@leafeneglncerincj.net 305-75 1-991 1 LIFT AT DETAILS
F: 305-75 1-4825 1350 N.E. 101 ST STREET I • PAGES 8 3! tZ
85 N.W. '86TI1 STREET cglar5on@dockandmarme.netL RO FE DEZ
MIAMI,' FL 33 150 www.clockanclmarine.net MIAMI , FL 33 138
2• of 5 LICENSE#71 5 119
r
n
• • • • • • w •
• • ••• • • • • •••
KOPOSED 7,000 POUND BOAT
LIFT •• •••
. . . . . .. . . .
Im!
ON MARGINAL •
. ... ... . ... .
O JOIST AS PER-
S ON PAGE ONE 101-01
.. . . . .. ... ..
. ... . . . . .. .
w
NG NOT "18" SEE EW CCA PILIN
DETAILS 12'-O"
ON PAGE 4
2'—O" —
3X8 JOIST
TOP OF DOCK EL. +5' (N.G.V.D)
0 0
--4X 12 STRINGER
\,—GX 12 HANGER BOARD, SEE
/\EXISTING SEAWALL, �/ DETAIL 'C' ON PAGE 4
/ CAP AND KIN
PILING TO REMAIN \\ p
S'\\/\��\� \\ 4 MHW (NGVD) EL. + I .6'
M LW (NGVD) EL. -0.4'
+ BERM (NGVD) EL. -1 .4' CA PILING DRIVEN G' INTO ROCK 12'
INTO YIELDING MATERIAL TO ACHIEVE 15
TONS MIN SAFE BEARING
/\//\//\//
i\\i\\i\\ \\i\\i\
\i\i\i\i\i
FE
1519 "
DOCK AND MARINE DWG#: 16-008 m N�
LEANDRO FERNANDEZ p-
LEAF ENGINEERING CONSTRUCTION, CORP. NEW MARGINAL DOCK, PAGE TITLE: DATE: 09/10/15 s ,•° OF
C.A. 29777 752 NE 79TH STREET
FINGER PIER AND BOAT DOCK AND LIFT DRAWN BY: GL i o•., C p�';:�` '`
(786)390-7493 MIAMI, FL 33 138 REVISIONS:
leaf@leafenegineermg.net 305-751-9911 LIFT AT SECTION ® A
85 N.W. 86TH STREETF: 305-751-4825 1350 N.E. 101 ST STREET I • PAGE /111111\°®
glar5on@dockandmarme.net MIAMI , FL 33138 C L FE RO DEZ
MIAMI, FL 33150 www.dockandmarine.ne:t 2. J of 5 LICENSE#71519