DOCK-12-19-2878, 1449 NE 104th St (2)Miami Snores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS: I m- f�C /D y/b
C+ )
FBC 20(-7
Master Permit No.-I)aCx 0-/9d�l '
Sub Permit No. 210 S
�EVISION ❑ EXTENSION ❑RENEWAL
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City: Miami Shores County: Miami Dade Zip: L33/,3,5'
Folio/Parcel#: % /-J,24J - 02J - do 71 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):'kn 35 an Phone#:
Address:: "V/0' dr /Ar h 61re4 /-
City: ,2i ; ; 5jiDrl-s State: zip:3-V39
Tenant/Lessee Name:
Email
Phone#:
CONTRACTOR: Company Name: bitl /1 " Phone#: ,k3,J6-�'
Address: 7 o1- WC 71 `'
City: ,, JAM / State: != % Zip: 33i3
Qualifier Name: G h 4 � CtrSx� Phone#3Ay'3dD-"5-d 'f
State Certification or Registration #: F�1ia Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State:
Value of Work for this Permit: $ fy� duo Square/Linear Footage of Work:
Type of Work: ❑ Addition
Description of Work:
❑ Alteration ❑ New ❑ Repair/Replace
t n _. ) a Ail l t15 / r A . 2 1. I < 1-11,
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
im
❑ Demolition
CO/CC $
Notary
Double Fee $
Bond $
TOTAL FEE NOW DUE $ _
(Revised02/24/2014) kk
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
W.-
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 keinspection fee will be charged.
Signat
R or
The foregoing instrument was acknowli0e&ged before
/mme this
day of 20 - V by
Ui )i�a who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Signature ®�
CONTRACTOR
The foregoing instrument was acknowledged before me this
— day of (j1J� r 20, by
t)Y- who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign: , ���/%iG)Y��C`� L� �L�[.�t Sign:
Sharon COtman Schmidt
A.
Print: ARY Sh r ehmidt Print:
Seal: aP s NOTARY PUBLIC Seal: ' STATE OF FLORIDA
0 o STATE OF FLORID/, Comm# GG233128
Comm# GG233128 s�NCE 19'►� Expires 6/28/2022
'��ycE t9�0 Expires 6/28/2022
APPROVED BY / u Plans Examiner Zoning
Structural Review Clerk
(Revised 02/24/2014)
19
LEAF ENGINEERING
Miami Shores Village
Building Department
10050 NE 2' Avenue
Miami Shores, FL 33138
Re: 1449 NE 104 Street
Miami Shores, FL 33138
Mr Naranjo,
Thank you for your attention to this this project. To finalize our project plans I have
added notes to finalize the scope of work as per your comments. To clarify my previous
letter. The fractures in the face of the existing wall are not a structural concern but an
indication of movement, and the reason for immediate action with the batter piling and
cap seawall repair.
Should you have any questions or need any additional information, please do not hesitate to
contact me.
Sincerely,
Leandro Fernandez, P.E.
FL PE# 71519
Leaf Engineering
CA# 29777
�O FE
�p•'�G ENS•'9y0�01
No. 71519 •;N —
STATE OF
F' ORlpp:;•�?�
�Iflll�
LEAF ENGINEERING
756 NE 79TH STREET, MIAMI, FL 33138
786.390.7493 leaf@leafengineedng.net
Digitally signed
by Leandro
Fernandez
Date:
2020.12.03
08:42:41-05'00'
LEANDRO FERNANDEZ
LEAF ENGINEERING
W44 C.A. 29777
M (78G)390-7493
LEAF@ LEAFENGI NEERI NG. NET
- 75G NEW 79th 5T
MIAMI, FL 33 138
DOCK AND MARINE
CONSTRUCTION, CORP.
752 NE 79TH STREET'
MIAMI, FL 33135
305-751-991 1
P: 305-751-4825
rjIar5on@cIor,kancImannc.net
www.clockancimarine.net
GENERAL NOTES
GENERAL
ELEVATIONS SHOWN REEFER TO THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929.
ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD.
IT 15 THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES
HAVING JURISDICTION. ANY DISCREPANCIES BETV,/EEN THESE PLANS AND APPLICABLE CODES SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH WORK,
DESIGN:
IN ACCORDANCE WITH APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE 2017, A5CE 7-10, ACI
318 t ND5 CURRafT EDITIONS.
DESIGN LOADS
1. DOCK LL GO PSF
WOOD PILING
1. ALL NEW WOOD PILES TO BE SOUTHERN PINE AND COMPLY WITH A.5.T.M D25-78 AND BE PRESSURE
TREATED WITH C.C.A. TO 2.5 AS PE: FEDERAL SPECIFICATIONS TT-W-550D(1) OR TT--W-•00550E(1) AND
AWFA-MP-4. PILE5 TO HAVE A MINIMUM DIAMETER OF 1 2"
2. PILE5 SHALL BE CUT OFF AT ELEVATIONS SHOWN ON THE PLAN15 t SECTIONS.
3. WOOD DOCK PILES SHALL BE DRIVEN 15 TON.5 MIN. BEARING CAPACITY WITH G' MIN. PENETRATION
INTO ROCK AND 1 2' INTO YIELDING MATERIAL PRE PUNCH ROCK AS REQUIRED
HARDWARE:
ALL HARDWARE TO BE HOT DIPPED GALVANIZEDACCORDING TO A5TIvl A- 1 53-80 OR 5TAINLE55 STEEL
BOLTS:
ALL MACHINE BOLT5 TO BE HOT DIPPED GALVANZIED ACCORDING TO A5TM A307-83A OR STAINLESS
STEEL
CONCRETE AND REINFORCING STEEL;
I, ALL CONCRETE (EXCEPT PRECA5T PILES) SHALL CONFORM TO ACI 318 (LATEST EDITION)
AND ATTAIN A MIN. COMPRESSIVE STRENGTH OF 5000 P.5.1. FOR 0.40 WICM RATIO MAX
AT THE END OF 28 DAYS. FOUR (4) CONCRETE CYLINDERS SHALL BE TAKEN FOR EACH 50
CUBIC YARDS OR FRACTION! THEREOF AND SHALL BE TESTED AT 3. 7 * 28 DAYS. SLUMP
SHALL NOT EXCEED 5" (± 11).
2. ALL REINFORCEMENT SHALL BE GO.000 P.S.I. MINIMUM YIELD NEW BILLET STEEL IN
ACCORDANCE WITH A5TM AG 15 GRADE GO. ALL BAP. LAPS SHALL BE A MINIMUM OF 39
BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI
CODE AND MANUAL OF STANDARD PRACTICE.
3. ALL CONCRETE SHALL BE PLACED WITHIN 90 MINUTES FROM BATCH TIME, ANTE •
VIBRATED AS REQUIRED BY THE ACI MANUAL OF CONCRETE PRACTICE. TEMPEP.A1,mp Oi•
CONCRETE AT TIME OF PLACEMENT SHALL BE BETWEEN 75' AND •I QQ•F.
••••••
4. ALL CONCRETE SHALL HAVE MINIMUM OF 3" COVERAGE OVEN lftSto REBAIf, PILING
SHALL BE EMBEDDED INTO CONCRETE MINIMUM OF 4" A5 51-104VM e)R CWTAII5 ON PACE
G.ALL DECK SURFACES SHALL HAVE A LIGHT BROOM FINISH Soo* • •
•••• ••••••
5. ALL C�(P05ED CONCRETE EDGES SHALL BE CHAMFERED 3/4'. OR AS•• SHOWN CAN THE
PLANS. • • s • % • • • •
•• •• w
06
PRECAST CONCRETE PILING- • • • •
1. PRECAST CONCRETE DOCK PILE5 SHALL BE 1 2" x 1 2' PILES W/G5QC•i g.5.1. MIN. • •
CONCRETE c 4-7/ 1 G"0 270 K.5.1. A5TM A41 G LOW -LAX 5TRANI^*w/ 2R /2' MIN. • • • •
CONCRETE COVER TO TIES. PILES SHALL BE DRIVEN TO A MINIMUM BEARING GAWJ1 -vF
25 TONS WITH 1 2' MIN. PENETRATION INTO ROCK. (DETAIL ON PAGE G)
2. FILES SHALL BE CUT OFF AT ELEVATIONS SHOWN ON THE PLANS t SECTIONS
PILE DRIVING NOTES
FASTENING NOTES: 1. PILE DRIVING OPERATIONS SHALL BE OBSERVED BY A SPECIAL INSPECTOR, INCLUDING
THE TEST PILING, TO DETERMINE PROPER PILING LENGTH TO MEET THE DESIGN CRITERIA.
A. 3 X 12 STRINGERS TO PILE5 AND TO HANGING BLOCKS - TWO 7/8' DIA. GALVANIZED THRU-BOLTS WITH
WASHER EACH SIDE. 2. PILES TO BE DRIVEN WITH AN APPROPRIATE FOLLOW BLOCK, WITH A BUFFER MATERIAL
B. JOISTS TO 5TRINGER5 : 5IMPSON LT51 2 5..5. STRAPS W(4) I Oa NAILS TOP t BOTTOM DO NOT BEND SUITABLE TO ALLOW THE TRANSMISSION OF THE HAMMER ENERGY
OVER JOISTS. FLORIDA STATE WIDE PRODUCT APPROVAL # 1045G.29
C-2 X G PT OR TIMBERTECH DECKING TO JOISTS: TWO # 10 STAINLESS STEEL DECK SCREWS EACH 3. PILES SHALL BE DRIVEN TO A MINIMUM BEARING CAPACITY OF 25 TONS WITH G' MIN.
INTERSECTION 3" LONG PENETRATION INTO POCK AND 1 2' INTO YIELDING MATERIAL PRE PUNCH ROCK AS
D. HANGER BOARD TO CAP A5 PER DETAIL C ON PAGE 4 REQUIRED
L BE UTILIZED TO ACHIEVE THE PROPER PENETRATION.
LUMBER;
11 V 4. PILES SMALL D1kVENI,,U5I A DROP HAMMER OR GRAVITY HAMMER OF 4000
ALL DIMENSIONAL LUMBER SHALL BE # 1 GRADE 5YP OR BETTER, -ID C PI WITH C. I :,L��jR POUNDS, IT
�' 4PQP QF TH HAMMER.
SPECIFICATIONS UNLE55 OTHERWISE NOTED, LUMBER TO BE;KIL YDP.I � AN AR ! E55 � � f
TREATED WITH A.C.Q. TO .40
E 65. PILES D IVL` yVl O MORE THAN A 1 INCH VARIATION PER FOOT FROM `� 1 THE VERTI A 44 Epzv} C7WDICATED, WITH A MAXIMU'V VAPJATICH OF THE HEAD OF
V i THE PILE FIROtvlklE kOWN OIJ THE PLANSf NOT MOTS THAN3 INCHES;
cz
`"%,�0 FE4
Digitally signed
=• ` No. 71519 Leandro Fernanc
NEW DOCK, AND BOAT ¢'I bwG# I J-033 %9`• STATE OF :'� Date: 2020.11.11
LIFTS FOR" PAGE TITLE: _ __ :o'.-' 40RIVt:. �4� 09:30:02-05'00'
DATE: 5=0�20.1-�__
CONTNEY RESIDENCE DRAWN BY: JK ���' ��;�;
1449 NE 104 5T MAP, PROPOSED REVISIONS: /
MIAMI , FL SITE PLAN, AND
33138 NOTES 1 ' PAGE
LEANDRO FE9NANDEZ
of 6 LICENSE #715 19
•1
7
RER - NATURAL RESOURCES DIVISION
PRELIMINARY APPROVAL
NAME Micaela Soldi
DATE 11/12/2020
I.G'
A'
EXISTING UNAUTHORIZED
DOCK,PILE5 FENDERS, C1
REMOVED
---
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L _ I—._ I (_ I i— !_
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_.IL 1STING SEAWALL AND FOOTERTO REMAIN
_ _ l__1_i_
!
—1—I—
i I ! i
!
1
15TING UNAUTHORIZED P15H TABLE
U
XISTING SLAB WfTH PAVERS TO REMAIN
TO BE REMOVED Q
PpvE¢s to SE Cf-vW-r)
TO W.AGE "It"s "¢' SOWAU-
CDCD
I—
EUSTM 75-0"
w
LEANDRO FERNANDEZ
LEAF ENGINEERING
C.A. 29777
(78G)390-7493
LEAF @ LEAFEN G I N EEKI N G. N ET
75G NEW 79th 5T
MIAMI, FL 33 138
f
DOCK AND MARINE
CONSTRUCTION, CORP.
752 NE 79TH STREET
MIAMI, FL 33138
305-75 1-991 1
F: 305-75 1-4825
' glarson@dockandmarine.net
www.dockane.imarine.net
.4m$L Foust
& 0
NEW DOCK, AND BOAT
LIFTS FOR' PAGE TITLE: DWG#: 19-033
DATE: 3-08-20 i 9
CONTNEY RESIDENCE EXISTING DRAWN BY: JK
1449 NE 104 5T I REVI51ONS:
MIAMI, FL. CONDITIONS
1 1- 61-�— d PAGE
33138
2. 2 of G
m
0
Digitally sign
FEgA,�i�� by Leandro
"
No. 71519 Fernandez 'sµ
STATE OF ;'rv� Date:
2020.11.11
LICENSE #715 1 9
nl 1
r
••
•
•
��•
��•
•
•
••
1 2" MIN PILE TIMBER
(SEE NOTES)
�-PP.OP05ED DECKING ,
LT5 12 STRAPS
1 2" MINIIMUM
N
(SEE NOTES
3" X 8" J015T
TIMBER PILE
PROPOSED DECKING
FASTENER B)
(SEE NOTES)
3 X 8 JOISTS @ 15"
ON CENTER
•••••• ••••••
•
•
3" X 1 2"
v
. • . •
•
5TRI NGER
�:4��
Y'
GALVANIZED BOLTS
T512 (SEE FASTENER
..�•,�
•
m
(SEE NOTES FASTENER A)
NOTE B)
Q(SEIff
.. •, • 0 • •
•
(2) 3/4" X 20"
GALVANIZED BOLTS
IEASUREMENTS
X 12" IGER
..CENTER
(SEE NOTES FASTENER A)
TAKEN FROM
E
NOTES)
+: , ,
OF BOLT
• •
,
DETAIL B'
• • • •
DETAIL 'A'
3/4" 5.5. WEDGE
N.T.S.
N.T.S. ANCHORS BOLTS BY
G" X 1 2" X 24" PT WOOD
LONG HANGER TYP.U.O.N.
5IMP50N FASTENERS INTO
SEAWALL; MIN EMBEDMENT G" i I .25"
LEANDRO FERNANDEZ
LEAF ENGINEERING
C.A. 29777
(78G)390-7493
LEAF @LEAFENGI NEERING. N
75G NEW 79th 5T
MIAMI, FL 33138
ATTACHMENT
DOCK AND MARINE
CONSTRUCTION, CORP.
752 NE 79TH STREET
MIAMI, FL 33135
305-75 1-391 1
F: 305-75 1-4825
g la r5on @ docka ndmarme. net
www.dockandmanne.net
8„ RER • NATURAL RESOURCES DIVISION
PRELIMINARY APPROVAL
NAME Micaela Soldi
DATE 11/12/2020
NEW DOCK, AND BOAT
LIFTS FOR"
CONTNEY RESIDENCE
1449 NE 104 ST
MIAMI, FL.
33138
PAGE TITLE:
FRAMING DETAILS
o
3 X 12 5TRINGE
m
vo
x I m'
N
m
3/4" 5.5. THROUGH - m
BOLT W/WA5HER m
5.G" 5.G"
TYP. HANGER BLOCK
DETAIL 'C'
FDigitally slg. lec
�•\�0�� ERhy��
�r, ENy �;2� by Leandro 5
= Fernandez
DWG#: 19-033 =' ' "� *,s,e :N -
DATE: 3-08-201 9 � p :_ STATE OF
Date:
DRAWN BY: JK i�F'.�ORIDP:'�2�� 2020.1 1.1 1
REVISIONS: " 09:31:01 - 500
PAGE
d LEANDRO FERNAN -bEZ
2• —f ofG LICENSE#71519
GX 12 HANGER BLOCK SEE
DETAIL ONPAGE 4
R
(5FAV=CAPSEE
VALL
RAISE SEAWALL CAP 10'
3,-Q` I
a
- o
PIOP05ED NEW
\ BATTER PILING
EXISTING
,5EAWALL TO
� REMAIN
I TING RIP RAP BAG
FO TER TO REMANI
RER - NATURAL RESOURCES DIVISION
PREUMINARY APPRt3VAL
NAME Micaela Soldi
DATE 11/12/2020
2 X G PT WOOD OR TIMBERTECH
DECKING
IEW DOCK PILING
—3X8 JOIST AT ! 8' MAX
Or•1 CENTER
0
SECTION A
LEANDRO FERNANDEZ
LEAF ENGINEERING
C.A. 29777
(78G)390-7493
F
LEAF@LEAF ENGINEERING
75G NEW 79th ST
MIAMI, FL 33135
DECKING TO J0I5T WITH 2
10 x 3" 5TAIIILE55 STEEL
DECK 5CRE V5 EACH
I11TER5ECTIO14
2X8 SUB FASCIA ATTACHED TO
DECK WITH 1 # 10 x 3" STAINLESS
SCREEN EACH BOARD
TOP OF CAP $ DOCK (NGVD) EL. +5.35
TURBIDITY CURTAI
PLACE A5 NECE55
MHW (t,IGVD) EL + 1.0
-� MLW (NGVD) EL. -0.4'
'-3X 12 STRINGER WITH 2-3/4 INCH HDG
THRU BOLTS EACH INTER5EC ION SEE
DETAIL ON PAGE 4
{NOOD DOCK PILING TO BE DRIVEN TO A MIN
BEARING CAPACITY OF 15 TON5, HOLES 5M
BE PRE DRILLED INTO ROCK AS I-IECE55APY
BERM -4'
DOCK AND MARINE
CONSTRUCTION, CORP.
752 NE 79TH STREET
MIAMI, FL 33 135
305-751-991 1
F: 305-75 1-4525
,31a r5on @ docka nd marl ne, net
www. dockandmarine, net
NEW CAP STEEL TO PA55
THROUGH LIFT SUPPORT PILING
CAP
RAISE SEAWALL CAP I8'-
EXISTING HOSE BIB AND—
G.F.I. OUTLET TO REMAIN
N
•
••••
• • • • • •
•• ••
• • • • • •
5CIA ATTACHED TO • •
# I x 3" STAII ILE55 • • • • 0
1 BO P.D
TOP OF CAP # DOCK (I,IGVD) EL. +5.35'
TOP OF PILE CAP (NGVD) EL. +4.GO'
TURBIDITY CURTAIN IN
PLACE AS NECESSARY,
MHW (NGVD) EL. ; 1.0
MI.W (NGVD) EL. -0.4'
CONCRETE LIFT SUPPORT PILING DRIVEN TO 25
TONS M0I SAFE BEARING, WITH A PENETRATION
OF G' II'ITO ROCK OR 12' INTO YIELDING MATERIAL
�- trig ital I,Y
signed b'y\
SECTION B
,
0.Fr:&
p..... Qi� Leandro
ENS'+�'p
�G
No. 77579 Fernandez
NEW DOCK, AND BOAT
DWG#: 19-033
_*;'
= 9 '
%9'.• STgTEOF ;�� Date.
LIFTS FOR" PAGE TITLE:
DATE: 3-OS-2019
"O�'<oRlo?:
2020.11.11
CONTNEY RESIDENCE DOCK AND LIFT
REVI5101\15:
DRAWN BY: JK
-l7j;rrr......�
09:31:15
1449 NE 104 ST SECTOIN
MIAMI FL.
�, -05'00'
,
I
PAGE
\
33138
LLANDRO FERNANDEZ
2.
5 of G
LICENSE #715 10
q•I
12"
CONCRETE TOP VIEW
#3 CLOSED
51-IRRUPS @ G
ON CENTER
NEW STEEL REINFORCED PILE
CAP. WITH 5 - #5 TOP AND
BOTTOM, ENDS TO HAVE 9"
HOOK. ONE #5 EACH SIDE
AND #3 CLOSED STIRRUPS
@G° 01-1 CENTER
NEW CONCRETE CAP TO BE -
POURED WITH 5000 P51
CONCRETE WITH DO
CORROSION INHIBITOR
FOAM CORVL
EPDXY #5 DOWELS SPACED @ 12"
ON CENTER INTO E(15T1NG
CONCRETE 9" MIN EMBEDMENT
SET IN HILTI HIT-RE500 OR
SIMILAR
EX15TING SEAWALL -
TO REMAIN
5 #5 TOP AND BOTTOM
WITH 9" HOOK AS
SHOWN ABOVE
1PE j X6 DECKING TO JOIST WITH
2 # I O 5TAINLE55 STEEL SCREWS
EACH INTERSECTION
3X4 ALUMINUM
SEAT ANGLE
J015T
INCH THRU BOLT
DrIAILV `4/2' STAINLESS STEEL
ILT.5- WEDGE ANCHOR BY HILTI
G" MIN EMBEDMENT
INTO NEW CAP
PROPOSED IIEW-�
SEAWALL CAP SEE "CAP -: _ _ DETAILS')
RAISE SEAWALL CAP 18".
SEE SEAWALL RAISE DETAIL
ON PAGE 5
EX5711,IG G.F.I.
OUTLET TO REMAIII�
!EW STEREINFORCED PILE CAP, WITH 5
- #5 7EL0P AND 50170M ENDS TO HAVE A
9" HOOK, ONE #5 EACH 51DE AND #3
CL05ED STIRRUPS @G" ON CENTER
3X8JOi5T5
RER • NATURAL RESOURCES DIVISION
m
PRELIMINARY APPROVAL
NAME Micaela Soldi
tXTIfND
11/12/2020
4EW 12" x 12" PRE -STRESSED
PILING STRANDSDATE
CONCRETE DOCK PILING
MIN I8" INTO PiLECAP
I KTEf•ID STRANDS 18" MIN
INTO CAP, PILE SHALL HAVE
12' EMBEDMENT INTO BERM
CROSS SECTION MUST BE DRIVEN TO 25
51DE VIEW
TONS MINIMUM SAFE
BEARING CAPACnY
LEAN DRO FERNANDEZ
LEAF ENGINEERING
C.A. 29777
(75G)390-7493
LEAF @ LEAFENGINEERING. NET
m 75G NEW 79th 5T
MIAMI, FL 33135
57EEL SHALL BE I I - #5 BARS EXI5TING SEAWALL TO
CONTINUOUS AS SHOWN AND WITH
#3 CL05M STIRRUP5 @ 12- ON
CENTER AND SHALL MAINTAIN 3" MIN
EDGE D15TA14CE FROM FORMS
G #5 CONTINUOUS (3 TOP 3-
BOTTOM) IN CAP, 3- #5 BARS
fXTEhID PILING STRANDS
CONTINUOUS OVER EXISTING
REINFORCING INTO NEW CAP 18" :
SLAB A5 SNONTI ABOVE
IF STRAND 15 CUT OR DAMAGED
ADD #5 DOWEL SET IN HILTI HIT -RE
500 5D EPDXY IhdTO PILING MIN 9"
EMBEDMENT EXTEIJD INTO CAP 12"
3 #5 BAPS CONTINUOUS
OVER EXISTING SLAB AS
SHOWN
FOAM CC
SECTION DETAIL
PILING
DOCK AND MARINE
CONSTRUCTION, CORP.
752 NE 79TH STREET
MIAMI, FL 33135
305-751-991 1
} F: 305-751-4525
Y glar5on@dockandmarine.net
www.clockandmarine.net
BATTER
®Imp m
#3 STIRRUPS AT
12" ON CENTER
REBAK PLACEMENT NOTES:
• o BAR SPLICE SHALL HAVE A MIN
OVERLAP OF 25'
• STEEL 5HALL 13E CLEAN AND FREE
OF RUST
MAINTAIN 3" MIN EDGE D15TAI-ICE
FROM ALL FORMS
• SPLICE CORNER BAPS 28' WHERE
CAP CHANGES DIRECTION
DOCK, AND BOAT
LIFTS FOR"
PAGE TITLE:
CONTNEY RESIDENCE
PILE CAP DETAILS
1449 NE 104 5T
MIAMI , FL.
PILING DETAiL
33 135
LIFT SECTION
�"-POSED i CCO POW IF,;APP.Gii f ELEVATOR U'FT
ALUMINUM BOARDING
PLATFORM
2X8 SUB FASCIA ATTACHED TO
DECK WITH I # 10 x 3' 5TAINLE_`
SCREW EACH BOARD
N AlTOP OF SEAWALL CAP (NGVD) EL +5.35 •
• • ••••••
PLACE ASI4ECESSARY• •••• •••••• •
MHW(IIGVD)EL+I.6' •••••• • •
MLW (NGVD) EL..0.4' • • • • • • • • • • •
/j\ f' ter_-.•��'�� ...�_,�.••••• •• • •
ROPOSED NFw • • • • • •
✓\/\/ \/\I BATTER PILING : • • •
/ 15TIN RAP BAG • • • • •
F OTER REMAIN • • • • • • • • • •
--------------
WK-Im
.--U,
-EPDXY #5 DOWELS SPACED @ 12"
OPl CENTER It.ITO EXISTING
CONCRETE 9" MIN EMBEDMENT
SET IN HILTI HIT-RE500 OR
SIMILAR
PILE LENGTH --- --- - ='-
VARIES (SEE SEAWALL SECTIONS) W3.4 SPIRAL
TIES (TYP) - --
�n
12"x12" PILE SPECIFICATION:
1. (4) STRANDS, %s" DIAMETER 270 ksi L.R.S. (LO-LAX)
2. Fc' = 6,500 PSI (MIN)
3. MIN. 2.5" COVER ON ALL REIN.
4. ALL PILINGS TO FDOT CONCR. CLASS V SPEC.
5. PILING TO ACHEIVE BEARING CAPACITY OF 25 TONS
----- W ,
3/4" CHAMFER
Digitally sig\nec
`,\�pa0 FEgN//i�
1I/
by Leandro
.'1'3;
;
No.71519
Fernandez
DWG#: 19-033
DATE: 3-08-201 9
STATE OF Z
=m +. .•'u�,;
Date:
DRAWN BY: JK
i�Fs4 ORID aG`:'�`
2020.11.11
REVISIONS:
/i/ ONALE`��
/'111jo
09:31:IYDOE—Z5100
I PAGE
LLE-ANDRO
FERt>I
2. of G
LICENSE #71519 /
LEANDRO FERNANDEZ
LEAF ENGINEERING
C.A. 29777
(75G)390-7493
LEAF@ LEAFENGI NEERING. N ET
75G NEW 79th 5T
MIAMI, FL 33135
J o BS ITE
DOCK AND MARINE
CONSTRUCTION, CORP.
752 NE 79TH 5TREET
MIAMI, FL 33138
305-751-991 1
F: 305-751-4525
t3lar5on@dockancimanne,.net
www.ciockanc(marine.net
r_F}.t,=PAt kfnTi=c--
GENERAL
ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (I IGVD) OF 1929.
ALL DIMENSIONS. ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD.
IT 15 THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES
HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS MID APPLICABLE CODES 5HAU.13E
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH WORK.
DE51GN:
IN ACCORDANCE WITH APPLICABLE BUILDING CODE : FLORIDA BUILDING CODE 201 7, A5CE 7-10, ACI
318 € NDS CURRENT EDITIONS.
DE51GN LOADS
I. DOCK LL GO P5F
WOOD PILING
1. ALL NEW WOOD PILES TO BE SOUTHERN PINE ARID COMPLY WITH A.5.T.M D25-78 AND BE PRESSURE
TREATED WITH C.G.A. TO 2.5 AS PER FEDERAL 5FECIFICATION5 TT-W-55OD(I) OR TT-W-0055OF.(I) AND
AWFA-MP-4. PILES TO HAVE A MINIMUM DIAMETER OF 12"
2. PILES SHALL BE CUT OFF AT ELEVATIONS SHOWN Ohl THE PLAI•I5 3 SECTIONS.
3. WOOD DOCK PILES SHALL BE DRIVEN 15 TON5 MIN. BEARING CAPACITY WITH G' MIN. PENETRATION
INTO ROCK AND 1 2' INTO YIELDING MATERIAL PRE PUNCH ROCK AS RECNJIRED
HARDWARE:
ALL HARDWARE TO BE HOT DIPPED GALVANIZED ACCORDING TO A5TM A-153-80 OR STAINLESS STEEL
BOLTS:
ALL MACHINE BOLTS TO BE HOT DIPPED GALVANZJED ACCORDING TO A5TM A307-63A OR 5TAIMLES5
STEEL
FASTENING NOTES:
A. 3 X 12 STRINGERS TO PILES AIID TO HANGING BLOCKS - TWO 7/8' DIA. GALVANIZED THRU-BOLTS WITH
WASHER EACH SIDE.
B. J0I5T5 TO STRINGERS: SIMPSON LT512 5.5. STRAPS W(4) I Od NAILS TOP s BOTTOM DO NOT BEND
OVER JO15T5. FLORIDA STATE WIDE PRODUCT APPROVAL # 1045G.29
C.2 X G PT OR TIMBERTECH DECKING TO JOISTS: TWO # 10 STAINLESS STEEL DECK 5CREW5 EACH
INTERSECTION 3' LONG
D. HANGER. BOARD TO CAP AS PER DETAIL C ON PAGE 4
LUMBER:
ALL DIMENSIONAL LUMBER SHALL BE # I GRADE
5YP OR BETTER, AND COMPLY WITH A.1,T.C. 1 09-4s9
5PECIFICATION5 UhNLE55 OTHERWISE NOTED, LUMBER TO BE KILN DRIED, AND 14A�INE PRE55l�'
TREATED WITH A.C.Q. TO .40
{/ j
{
1
NEW DOCK, AND BOAT
LIFTS FOR"
CONTNEY RESIDENCE
1449 NE 104 5T
MIAMI, FL.
33135
CONCRETE AND REINFORCING STEEL;
1. ALL CONCRETE (EXCEPT PRECAST PILES) SHALL CONFORM TO ACI 318 (LATEST EDITION)
AND ATTAIN A MIN. COMPRESSIVE STRENGTH OF 5000 P.5.1. FOR 0.40 W/CM RATIO MAX
AT THE END OF 28 DAYS. FOUR (4) CONCRETE CYLINDERS SHALL BE TAKEN FOR EACH 50
CUBIC YARDS OR FRACTION THEREOF AND SHALL BE TESTED AT 3. 7 t 28 DAYS. SLUMP
SHALL NOT EXCEED 5" (± I `).
2. ALL REINFORCEMENT SHALL BE GO.000 P.5.1. MINIMUM YIELD NEW BILLET STEEL IN
ACCORDANCE WITH A5TM AG 15 GRADE GO. ALL BAP. LAPS SHALL BE A MINIMUM OF 3G
BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI
CODE AND MANUAL OF STANDARD PRACTICE_
3. ALL CONCRETE SHALL BE PLACED WITHIN 90 MINUTE5 FROM I34CH p?Ag, AND • • • •
VIBRATED AS REQUIRED BYTHE ACI MANUAL OF CONCRETE PRACTI". TEMPERATURFiOF •
CONCRETE AT TIME OF PLACEMENT SHALL BE BETWEEN 75" AND I QQ fir• • P • • •
•"�•••
4. ALL CONCRETE SHALL HAVE MINIMUM OF 3" COVERAGE OVER EXPOSED• REBAR PIlJhIe
SHALL BE EMBEDDED INTO CONCRETE MINIMUM OF 4' A5 5HOWMl &f L*L1 A.IL5 Oh: r�;%
G.ALL DECK SURFACES SHALL HAVE A LIGHT BROOM FINISH • • • • •
•••••• ••••
5. ALL EXPOSED CONCRETE EDGES SHALL BE CHMMFERED 3/4'. Ott A9 51 OWN OL I iHF • •
PLANS.
•• •• •• •
PRECAST CONCRETE PILING: • • •
1. PRECAST CONCRETE DOCK PILES SHALL BE 12" x 12' PILE5 W/G5dd P.5.} MIN ......
CONCRETE 4 4-7/1 G'O 270 K.5.1. A5TM A4 I G LOW -LAX 5TRANC5 WL 2112' MIN. •
CONCRETE COVER TO TIE5. PILES SHALL BE DRIVEN TO A MIIMUM BFAMMG CAPACITY OF
25 TONS WITH 1 2' M1M. PENETRATION INTO ROCK. (DETAIL ON PAGE G)
2. PILES SHALL BE CUT OFF AT ELEVATIONS SHOWN ON THE PLANS S SECTIONS
PILE DRIVING NOTES
1. PILE DRIVING OPERATIONS SHALL BE OBSERVED BY A 51-ECIAL INSPECTOR, INCLUDING
THE TEST PILING, TO DETERMINE PROPER PILING LENGTH TO MEET THE DESIGN CRITERIA.
2. PILE5 TO BE DRIVEN WITH AN APPROPRIATE FOLLOW BLOCK, WITH A BUFFER MATERIAL
SUITABLE TO ALLOW THE TRANSMISSION OF THE HAMMER ENERGY
3. PILES SHALL BE DRIVEN TO A MINIMUM BEARING CAPACITYOF 25 TONS WITH G' MIN,
PENETRATIONI INTO ROCK AND 12' INTO YIELDING MATERIAL PRE PUNCH ROCK AS
REQUIRED
PRE PUNCHING OR DRILLING SHALL BE UTILIZED TO ACHIEVE THE PROPER PENETRATION.
5. PILES
THE VER
THE PILE
J
Q �
PAGE TITLE: DATE: 3-05-20
MAP, PROPOSED
REVISIONS:
SITE PLAN, AND
NOTES 1
2.
OR GRAVITY HAMMER OF 4000
WITH A
TALL BE q. WITIi NO.MOREITHAtd A * INCH VARIATION PER FOOT FROM
AL OR BI4TTF IN I�PI(ATED, WITH A MAXIMUM VA?JAT10N OF THE HEAD OF
:Olvl THEtPO4�TTIOW NOV6) 011;THE PLANS
V
OF MOT MOFZ THAN 3 INCHE5 ='
e
to
.FEgH ivis'
�ENs?a Digitallysigned y
_ •; No. #,s,e `I� = Leandro Fernan
a
i Wig#: 19=033
p•: STATE of = ¢= Date: 2020.11.11
0 %
A. ti
�G �� 04:30:02 -05 00
NA P
"DRWN BY: JY.
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PAGE '\•
I L'LANDR__O FEgNAND
1 of G LICENSE #71519
I
�E
RER - NATURAL RESOURCES DIVISION
PRELIMINARY APPROVAL
NAME Micaela Soldi
DATE 11/12/2020
1.6'
.4
EX15TING UNAUTHORIZED DAVIT5,
DOCK,PILE5 FENDER5, CLEATS, TO BE
REMOVED
f
RER - NATURAL RESOURCES DIVISION f
FINAL APPROVAL
N j, ?AE Jessica Lorenzo
DATE 02/12/2021
;i
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UNDER DECK TO
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LEANDRO FERNANDEZ
LEAF ENGINEERING
G.A. 29777
(78G)390-7493
LEAF@LEAFENGINEEKINGMET
- .. 75G NEW 79th ST
MIAMI, FL 33 138
DOCK AND MAKIN E
NEW DOCK, AND BOAT
CONSTRUCTION, CORP.
LIFTS FORT
752 NE 79TH STREET
CONTNI=Y RESIDENCE
MIAMI, FL 33135
1 449 NE 104 ST
305-751-9911
F: 305-75 1 -4825
MIAMI, FL.
cglar5on@dockandmartnc.nct
33138
' www. dockandmarme. net
PAGE TITLE: DWG#: 19-033
DATE: 3-08-20 19
EX15TING REVISIOIJS: DRAWN BY: JK
CONDITIONS ,A-,2 - -1- ZO
PAGE
2. 2 of G
Lei
Digitally sig
by Leandro
�< N..,,s,g o _
Fernandez
-
�'9• STATE OF f,ya�
Date:
0'
-_A
Ai.
2020.11.11
ENG \\\
09:30:24 -0�
t�r,wf�� 1 �pivr"vv�c
UCEN5E#71519
,(N
RER - NATURAL RESOURCES DIVISION
FINAL APPROVAL
NAfAE Jessica Lorenzo
DATE 02112/2021 J-
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RER - NATURAL RESOURCES DIVISION
PRFLIMINA'LRY APPROVAL
(NAME Micaela Soldi
DATE 11/12/2020
LEANDRO FERNANDEZ
LEAF ENGINEERING
�3.
C.A. 29777
(78G)390-7493
LEAF@ LEAFENGINEERING. NET
75G NEW 79th 5.
MIAMI, FL 33 138
1 2'-7"
Rig
-5'I
n
•e
75'-0"
101-J41 ROP05ED 20.000
POUND ELEVATOR LIFT
4 NEW CONCRETE PILING
33'-0° A
J
1O'-0")/
SEAWALL CAP TO BE
THE LE14GTII OF THE
_I _l J
I
LIPT TO PI_UG 114TO
U EXISTING POWER.
C
W
DOCK AND MARINE
CONSTRUCTION, CORP.
752 NE 79TH STREET
MIAMI, FL 33138
4 305-751-991 1
F: 305-751-4825
cjlar5on@ciockandmariric.net
www.dockancimarine.net
1 O" ALONG
1--i I J L I _I.
O��1
,s .;;_1vl'
'I
� 1
c�
F
PROPOSED 7000
POUND ELEVATOR LIFT
NEW TIMBER DOCK PILING
`flC15TING SLAB WITH—` ;WEB3
/"- PAVER5 TO REMAINpA JAR'y TU $E 2=,t
K(b):N:EATTER
TO i'U�C-E >FOtLhS Fo�
A
NEW DOCK, AND BOAT
LIFT5 FOR'
CONTNEY RESIDENCE
1449 NE 104 5T
MIAMI , FL.
33138
PAGE TITLE:
PROPO5EDLAYOUT
D°
.e D
LL AND FOOTER TO REMAIN
_I-i—i _ i
I I I I J_ I _I _ 1.__
LIFT TO PLUG INTO
EXISTING POWER. u
Q
CD
W
DATE: 3-08-2019
REVISIONS:
1.
2.
to]
d
7'-6°
DWG#: 19-033
DRAWN BY: JK
PAGE
3 of G
,
cm
75' CONCRETE
BALL CAP
Digitally
ppo1,1el
signed by
�
qi
�vp; �1C ENs•.Q ;
Leandro
*` No. 7519
Fernandez
9 ¢'
p STATE OF ; +U
=°� •.��
�3 •._.O
Date:
i .....
ONAL
09:30:405'00
LEANDRO FE ANDEZ
LICENSE
#71519
LT5 12 5TRAP5
(SEE NOTES
FASTENER B)
3" X 12"
STRINGER
(2) 3/4" X 20"
GALVANIZED BOLTS
(SEE NOTES FASTENER A)
Y
DETAIL 'A'
N.T.S.
LEANDRO FERNANDEZ
LEAF ENGINEERING
a
C.A. 29777
(78G)390-7493
LEAF@ LEAFENGI NEERI NG. N
75G NEW 79th 5T
MIAMI, FL 33138
12" MIN PILE TIMBER
%-(5EE NOTES)
'OSED DECKING
3" X 8" JOIST
(SEE NOTE5)
�IEASUREMENT5
TAKEN PROM
CENTER OF BOLT
ATTACHMENT
DOCK AND MARINE
CONSTRUCTION, CORP.
752 WE 79TH STREET
MIAMI, FL 33135
305-75 1-901 1
F: 305-751-4825
glar5on @dockandmarme. net
www, dockandmanne. net
12" MINIMUM
TIMBER PILE
(2) 3/4" X 20' m
GALVANIZED DOLT-9--
(SEE NOTES FASTENER A)
g RER - NATURAL RESOURCES DIVISION
PRELIMINARY APPROVAL
NAME Micaela Soldi
DATE 11/12/2020
NEW DOCK, AND BOAT
LIFTS FOR"
CONTNEY RESIDENCE
1449 NE 104 ST
MIAMI, FL.
33138
--4LT51 2 (SEE FASTENER
NOTE B)
3" X 12" STRINGER
(SEE NOTE5)
DETAIL'S'
N.T.S. 3/4" 5.5. WEDGE
ANCHORS BOLTS BY
S,MAPSOfl1 FASTENERS INTO
SEAWALL, MIN EMBEDMENT G" --� 1 1.2511
3 X 12 5TRI
RER - NATURAL RESOURCES DIVISION
FINAL APPROVAL
NA+,ic Jessica Lorenzo 3/4" 5.5. THROUGH
DATE 02/12/2021 BOLT W/WASHER
• • •
.:0090*•
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f •
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G" X 12" X 24" PT WOOD
LONG HANGERTYP.U.O.N.
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d" m
5.0' 5.G"
-F\/P N A KIt'PZD C2I rlr`V
DETAIL 'C'
Digitally sic
`���0201FERN'i�i
� by Leandro
�� Pa"'�GEN•''q"✓
Fernandez
DWG#: 19-033
+=
PAGE TITLE: DATE:
�9': STATE OF ?�� Date:
DRAWN BY: JK
��FS •�ORIOp:p�?�� 2020.1 1.11
FRAMING DETAILS REVISIONS:
n*-;:
09:31:01
PAGE
/�
LEANQRO TRNAifDE
2• 4 of G
LICENSE #7151 9
RER • NATURAL RESOURCES DIVISION
FINAL APPROVAL
NA.?,!` Jessica Lorenzo
DATE 0211212021
GX 12 HAI`IGER BLOCK SEE
DETAIL ON PAGE 4
R
PROPOSED NEW
SEAWALL CAP SEE 'CAP
DETAILS'
RAISE SEAWALL CAP 10'
3'-O" 1'- '
FFOTER
/\/\/\/\ , •PILING
\�/'5MVALL TO f
\\ REMA(NHG RIP RAP AG
2 X G PT WOOD OR TIMBERT ECI1
DECKING
RER - PIATURAL RESOURCES DIVISION
PRELIMINARY APPROVAL
NAME; Micaela Soldi
DATE 11/12/2020
IEW DOCK PILING
3X8 JOIST AT 16' MAX
Off CEhfTER
NEW CAP STEEL TO PA55
ECKING TO JOIST WITH 2 THROUGH LIFT SUPPORT PILING
H 10 x 3' 5TAII ILE55 STEEL CAP
DECK SCREWS EACH
IIITER5ECTIOI•I RAISE SEAWALL CAP 16
2X8 SUB FASCIA ATTACHED TO EXISTRIG H05E BIB AAlP
DECK IVITH I # 10 x 3' STAINLESS I` G.P.I. OUTLET TO REIvVlf I�
SCREW EACH BOARD [
70P OF CAP :DOCK (INGVD) [L.F5.35' -
c ,! •.�
5ECTION A
LEANDRO FERNANDEZ
LEAF ENGINEERING
C.A. 29777
(78G)390-7493
LEAF@LEAFENGINEE RING.
75G NEW 79th 5T
MIAMI, FL 33135
TURBIDITY CURTAI
PLACE A5 NECE55
MHW (146VO) EL + I .G'
�— ML\V (NGVD) EL -0,4'
--3X 12 STRINGER WITH 2-314 INCH HUG
THRU BOLTS EACH INTERSECTION SEE
DETAIL 0I.1 PAGE 4
SNOOD DOCK PILING TO BE DRIVEN TO A MIN
BEARING CAPACITY OF 15 TOMS, HOLES SHP
BE PRE DRILLED II•ITO POCK AS 14ECE55ARY
BfFM -4'
DOCK AND MARINE
CON5TRUCTION, CORP.
752 NE 79TH STREET
MIAMI, FL 33 138
305-751-991 1
F: 305-751-4825
L31ar.5on@dor-kancimarine.net
www. dockandmarine, net
NEW DOCK, AND BOAT
LIFTS FOR"
CONTNEY RESIDENCE
1449 NE 104 5T
MIAMI , FL.
33135
PAGE TITLE:
DOCK AND LIPT
5ECTOIN
G SEAWALL //
TO P.EMAIN
LIFT TO HAVE 30 AMP
PLUG TO COl INECT TO
EXI5TING OUTLET
3X8 J015T AT 18'
MAX ON CEITTER�
2XGPrWOOD OF,
TIIvIBERTECH DECrING
BAG
SECTION 13
DATE: 3-08-2019
REV1510N9:
I.
2.
•
•• ••
•
2118 5UB FASCIA ATTACHED TO •
••
• •
DECK WITH I I x 3.'STAI•ILES5
SCREW EACH BO RD ,�
TOP OF CAP t DOCK (NGVD) EL. +5.35'
�— TOP OF FILE CAP (1•IGVD) EL. +.-T.G
TURBIDITY CUPTAI
PLACE PS NECE55
i MHW (I•IGVD) EL +I.G'
MIMI (INGVD) EL. -0,4'
CONCRETE LIFT SUPPORT PILING DRIVEN TO 25
TONS MllI SAFE BEARING, WITH A PENETRATION
OF G' INTO ROCK OR 12' INTO YIELDING MATERIAL
• s••
• • s
•
• ••
d •••••
•
s
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M
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• •
s
•
s
•
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• •
s
•
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-�igita.l ly
signed bye
,
Leandro
;.: N..,,s„':��
Fernandez
DWG#: I9-033
-�' ��
p ; STATE OF
Date:
�0,�6
2020.11.11
DRAWN BY: Jr,
09:31:15
*'�
-05'00'i
PAGE
5
LEANDRO
FERNANDEZ
of G
LICENSE #7 15 19
OPOSED 7CCO r0UHD
I• _ �%;APACITY ELEVATOR LIFT
12'
COIICPETE TOP VIEW
#3 CL05ED
STIRRUPS @ G..
ON CEI-ITER
NMA/ 5TEEL REILIFOP.CCD PILE
CAP. WITH 5 - #5 TOP AND
BOTTOM, EI•IDS TO HAVE 9'
HOOK, ONE #5 EACH SIDE
ACID #3 CLOSED STIRRUPS
@G' Ofl CENTER
IIEW CONCRETE CAP TO BE
POURED 1A4TH5000 P51
CONCRETE WITH DCI
COPIR051011 INHIBITOR
FOAM CORLE
EPDXY #5 DON rL5 5PACED @ 12-
OfI CEIITEP. INTO EXISTING
COI ICRETE 9' MIN EMBEDMCNT
SET 11.1 HILTI HIT-PE500 OR
SIMILAR
"15TII•IG SEAWALL
TO REMAIN
LEANDRO FERNANDEZ
LEAF ENGINEERING
G.A. 29777
(78G)390-7493
LEAF@ LEAFENGI NEERI NG. NET
_ 75G NEW 79th ST
MIAMI, FL 33135
3X4
5
5 #5 TOP AND BOTTOM
SMITH 9' HOOK A7
SHOWLIABOVE
1PE tr XG DECKING TO JOIST WITH
2 # 10 5TAI-ILE55 STEEL SCREWS
EACH II•ITEP,5ECr10N
CRO55 SECTION
JOISTS
;NEW 12' x 12` PRE-5TRE55E
CONCRETE DOCK MULIS
GYTEND 5TRAND5 18' M11I
INTO CAP. PILE SHALL HAVE
I ZEMBEDIvIGNT INTO BEP.IvI
I01,15T BE DRIVEN TO 25
TONS MINIMUM SAFE
BEARDIG CAPACITY
DETAIL r
n-Ts.
,--3X8 J015 T
INCH THP.0 BOLT
i/2' 5TAIIILE55 5TEEL
WEDGE AIICHOR BY HILTI
G" MIII EMBEDMEfIT
INTO NEW CAP
- " PROPOSED IIEW
5EAWAIL CAP SEE'CAP
RAISE SFAWAI L CAP 15'
SEE SEAWALL RAISE DETAIL
ON PAGE 5
EXfSTIHG
OUTLET TO REMAIN I
NNENV 5TCCL REINFORCED PILE CAP, WITH 5
- #5 TOP AHD BOTTOM CADS TO HAVE A
9" HOOK, 01•IE #5 EACH SIDE AND #3
CL05FD STIRRUPS @G" 011 CENTER
RER • Ni%TURAL RESOURCES DIVISION
PRELIMINARY APPROVAL
NAME Micaela Soldi
K_eYTr_LID
DATE 11/12/2020
FILING STRATIDS
MIN I8' INTO PILECAP
RER • NATURAL RESOURCES DIVISION
FINAL APPROVAL
SIDE VIEW
Ni},'r1� Jessica Lorenzo
V
DATE 02/12/2021
BATTER PILIi•I
5TEEI. SHALL BE I I - #5 BARS
EXISTING SEAWALL TO RCMAfFI
CONTINUOUS AS SHOWN AND WITH
#3 CL05ED 5TIP.P.UP5 @ 12' ON
CENTER AND SHALL MAII ITAIN 3' MIN
-
EDGE D15TAI-ICE FROM FORMS
G #5 CONTINUOUS (3 TOP 3
BOTTOM) IIN CAP. 3. #5 13AP5
--EXTEND PILING STRANDS
COInNUOU5 OVER EXISTING
SLAB A5 5HOWI I ABOVE
REINFORCING 11•ITO NEW CAP 181 ;
; r-
IF STRAND 15 CUT OR DAMAGED
,!��•
ADD #5 DOWEL SET If I HILTI MIT --RE
500 5D EPDXY IIITO PILING MIN 9'
1
EMBEDMENT EXTEND NATO CAP 12'
3 05 13AP5 CONTII41JOU5
OVER. EY15TING SLAB A5
..t
SHOWN
FOAM COPE
A
SECTION DETAIL
TOP VIEW
PIL114G
DOCK AND MARINE
CONSTRUCTION, CORP.
7N E E79TH STREET
lAl,Ali IL 33 138
305-75 1-99 1 1
F: 305-75 1-4825
,31ar-5on@dor-kancimarine.net
www.clockancimarine.net
#3 STIRRUPS AT
1 2" 01N CENTER
RE -BAP. PLACEMENT NOTE5:
BAR SPLICE SHALL HAVE A MIN
OVERLAP OF 28'
• STEEL SHALL BE CLEAN AND FREE
OF P.U5T
• MAINTAIN 3' IvIIIN EDGE- DISTANCE
FROM ALL FORMS
• SPLICE CORNER BAPS 25' INHERE
CAP CHANGES DIRECTION
DOCK, AND BOAT
LIFTS FOR"
PAGE TITLE:
CONTNEY RESIDENCE
PILE CAP DETAILS
1449 NE 104 5T
MIAMI , FL.
PILING DETAIL
33 135
LINT SECTION
-ALUMINUM 2OARDING
PLA T rORIA
01Y8 5U8 FASCIA ATTACHED TO
DECK WITH 1 01 O x 3' 5TAII•ILE°
SCREW EACH BOARD
-- TOP OP SEAwALL cir ONCj/6) JEL- +5 -35'• • • •
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TURBIDITY CUP.TAIII III •
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-- - -- --- PILE LENGTH
1s VARIES (SEE SEAWALL SECTIONS) W3.4 SPIRAL
CID TIES (TYP)
4 u
�i X ✓ i ;I i - I rr. I t i 1 .� :.�^� r' �`\ '1 lr1A -�• r � � r I 1JIll
_6i
IT1i
16 LOOP5 t?a 3"__ �L LOOP5 na, G" _ I G LOOP5 P 3' I
\ ` 5 LOOPS @ 1" 5 LOOPS @ 1" -/
12"X12" PILE SPECIFICATION:
1. (4) STRANDS, %s" DIAMETER 270 ksi L.R.S. (LO-LAX) 11- 3/4" CHAMFER
2. Fc' = 6,500 PSI (MIN)
3. MIN, 2.5" COVER ON ALL REIN.
4, ALL PILINGS TO FDOT CONCR. CLASS V SPEC.
-EPDXY #5 DON cL5 SPACED @ 12' 5. PILING TO ACHEIVE BEARING CAPACITY OF 25 TONS
ON CENTER 11•ITO EX15TII IG
CONCRETE 9' MIN EIviBEDMEINT
SET TIN HILTI HT-RE500 OR
SIMILAR.
Digitally sib ed
�
FEgN9��/� b Leandro
G Etv
`vp. j,.. CY
No. °A s
DWG#: 19-033
Z* j' 71519 Fernandez
STATE Date:
DATE:3-OS-2019
gip:, OF
0
DRAWN BY: JK
�i�/FS,S' DRID.�G�``� 2020.11.11
REVISIONS:
///"A' 0 `\` 09:31:30 - 5100
PAGE
LEANDRO FEPJsIANDEZ
2 • G of G
LICENSE #715 19