DOCK-06-19-1419, 1460 NE 101st St (2)Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address Parcel Number
1460 NE 101ST ST, Miami Shores, FL 33138 1132050240050
Contacts
STEVEN GUSTAFSON Owner SOUTHERN MARINE CONSTRUCTION INC. Contractor
1460 NE 101 ST, MIAMI SHORES, FL 33138 ROBERT ROSSI
Home: 6126367757
Other: 3058612764 RROSSI2@BELLSOUTH.NET
Ins ection Requests:
Description: CONSTRUCTION OF A 50X50 DOCK WITH 2 Valuation: $ 20,000.00
MOORING PILES AS APPROVED BY THE MIAMI SHORESt)S 7f2-949
Total S Feet: 0.00�i
PLANNING BOARD. q
Fees
Amount
Application Fee - Other
$200.00
CCF
$12.00
DBPR Fee
$9.00
DCA Fee
$6.00
Education Surcharge
$4.00
Permit Fee
$400.00
Planning and Zoning Review Fee
$35.00
Scanning Fee
$12.00
Structural Review ($45)
$45.00
Technology Fee
$15.00
Total:
$738.00
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$738.00
Check # 105
12/06/2019 $538.00
Check # 40109
06/20/2019 $200.00
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, d ings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume Wsponsibility fo'r al work d e by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, F' UMBING, ME'CHA ICA/ve
NDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the fotegoing�'nformataccurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermor�, I ay orize the aamed contractor to do the work stated.
Authorized Signature: Owner / A6plicant / Contractor / Agent Date
December 06, 2019
Page 2 of 2
Miami Shores Village �cr��'�D
om9
p
BuildingDepartment �
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY �
Tel: (305) 795-2204 Fax: (305) 756-8972 1
INSPECTION LINE PHONE NUMBER: (305) 762-4949 l�
FBC 20 F�-
BUILDING Master Permit r::1 ^ ,119
PERMIT APPLICATION Sub Permit No.
®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR
DRAWINGS
JOB ADDRESS:
C) k
S r T
City: Miami Shores
County:
Miami Dade Zip:
Folio/Parcel#:T�� �(J.� - V '-�'
(� Q
C Is the Building Historically Designated: Yes
NO
Occupancy Type: Load: Construction Type
OWNER: Name ((Fee Simple Titlehold�er): e
Address: LA 0k) ` f
City: ` 114,. - .SVt)-z `'
Tenant/Lessee Name:
Email:
CONTRACTTOOF
Address:
City:( V
Is
Flood Zone: BFE: FFE:
` Z" Phone#. C ( O �6 — 77197
State: f CO [I L Zip: 5�z 9
Compan Name: C`�t\t'rv�; � (� t Q S Phone T ` 2'
1� iC 4A 1 k,-4 i G 14
State: fie atd Zip: 52q
Qualifier Name: ' F Phone#:
State Certification or Registration #: Certificate of Competency #:
DESiGINER: Architect{ gineE C S�L'I �IC�C (' „� r_ Phone#f pieS ! 8-6 - 700 2,
Address: t �4 ! / tt��
r.`{ Z (� 7 J� r-c 1Y City: 1`'I l va State: Zip:
Value of Work for this Permit: $ k 2— 000- Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work: d 4j S;,V- C; t 4 t o imv ($ C t< L • .4 L,
-zf o z- V� i azc-, `1 kcc'-L EI ej t- Y phi' S ltrta
Specify color of color thru tile:
Submittal Fee $ L Permit Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary
Double Fee $
Bond $
TOTAL FEE NOW DUE $ _
(Revised02/24/2014)
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
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 commencem must be
posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the s nce of s / posted notice, the
inspection will not be approved and a reinspection fee will be charged.
>67Signature Sign
OWNER or AGENT
CO
The foregoing instrument was acknowledged before me this The foregoing instrument cknowledged before me this
day of 'J G y h G/`y 20 (�! by �I day of 3Uwas 20 (� by
personally �1D) AZT - (\I�' p,�sS i
who is ersonall known to w o Is personally known to
G
me or who has produced ; L. O -vu'j l��c,.FC� as me or who has produced �� s
identification and who did take an oath.
NOTARY PUBLIC:
Print:
Seal: MY COMMISSION # FF216589
EXPIRES April 02. 2019
I IV,
identification and who did take an oath.
NOTARY PUBLIC:
Sign: , L�
Print: S
Seal: _
APPROVED BY Plans Examiner
Structural Review
f
SINDIA ALVAREZ
MY COMMISSION # GO 238273
EXPIRES: September 3, 2022
i5fl'tll�l6t��f�p'""�bi{c�is8l��tt� **
ct 1�1�) vl Zoning
Clerk
(Revised02/24/2014)
Property Search Application - Miami -Dade County Page 1 of 1
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3205-024-0050
Property Address:
1460 NE 101 ST
Miami Shores, FL 33138-2613
Owner
STEPHEN F GUSTAFSON
DEBRA J WRIGHT
Mailing Address
1460 NE 101 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1600 SGL FAMILY - 3501-4000 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY:1 UNIT
Beds / Baths / Half
4/3/0
Floors
1
Living Units
1
Actual Area
3,413 Sq.Ft
Living Area
2,435 Sq.Ft
Adjusted Area
2,868 Sq.Ft
Lot Size
12,351.6 Sq.Ft
Year Built
Multiple (See Building Info.)
Assessment Information
Year
2019
2018
2017
Land Value
$1,543,740
$1,495,717
$1,574,315
Building Value
$520,077
$368,483
$325,685
XF Value
$24,574
$0
$0
Market Value
$2,088,391
$1,864,200
$1,900,000
Assessed Value
$2,088,391
$1,864,200
$1,900,000
Benefits Information
Benefit
Type
2019
2018
2017
Homestead
Exemption
$25,000
Second Homestead
Exemption
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
IShort Legal Description
MIAMI SHORES BAY PK ESTS AMD
PB 56-86
LOT 9 BLK 1
LOT SIZE 102.930 X 120
OR 14213-353 0789 4
Generated On : 6/20/2019
Taxable Value Information
2019
2018
2017
County
Exemption Value
$50,000
$0
$0
Taxable Value
1 $2,038,391
$1,864,200
$1,900,000
School Board
Exemption Value
$25,000
$0
$0
Taxable Value
1 $2,063,391
$1,864,200
$1,900,000
City
Exemption Value
$50,000
$0
$0
Taxable Value
$2,038,391
$1,864,200
$1,900,000
Regional
Exemption Value
$50,000
$0
$0
Taxable Value
1 $2,038,391
$1,864,200
$1,900,000
Sales Information
Previous
Sale
Price
OR Book-
Page
Qualification Description
10/31/2018
$2,781,400
31209-1500
Qual by exam of deed
12/22/2016
$3,550,000
30363-3763
Affiliated parties
03/06/2015
$2,220,000
29528-2473
Qual by exam of deed
03/20/2009
$100
26822-0149
Trustees in bankruptcy, executors or
guardians
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
https://www8.miamidade.gov/Apps/PA/propertysearch/ 6/20/2019
Miami Shores Village
Building Department
Amok 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
m
Tel: (305) 795.2204
Fax: (305) 756.8972
MIAMI SHORES VILLAGE
NOTICE TO BUILDING DEPARTMENT
OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER
THE FLORIDA BUILDING CODE
••••
. . ....
......
1 (We) have been retained by SOUTHERN MARINE CORP to perform special jlig actor Servic* s tlnder
the Florida Building Code at the 1460 N.E. 101ST STREET project on the below ji§". Structures as of
• • •
3/18/2019 (date), I am a registered architect or professional engineer licensed in the State of Flojigi. • •
• • • •
PROCESS NUMBERS: "" • •
• • • • •
SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) • • •
SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2 4 ;L • • • •'
"":'
❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4)
❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ' ' '
• • • • • •
❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) • •
• •
❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) • • • • •
:"":
❑ SPECIAL INSPECTOR FOR '.:..'
Note: Only the marked boxes apply.
The following individual(s) employed by this firm or me are authorized representatives to perform inspection
1. J.N. SHEINGOLD, P.E. 2.
3. 4.
*Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or
licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional
engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an
architectural education program; successful completion of the NCEES
Fundamental Examination; or registration as building inspector or general contractor.
I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection
services.
I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site
for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida
Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections.
Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the
Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of
final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and
professional judgment those portions of the project outlined above meet the intent of the Flori Building Code and are in
substantial accordance with the approved plans.
led and Sealed Engineer/Architect Name J.N. SHEINGOLD 1 ,
(PRINT) 4.. • _ rv_' t4�
Address 12420 S.W. 75TH AVENUE, MIAMI, FLORIDA 33156 A U G 14 2019
Phone No. 305-986-7002 r z ' i. RES0UIR
i h C0N[3MIc
Created on 6/10/2009
AMERICAN SOCIETY NATIONAL SOCIETY OF
OF CIVIL ENGINEERS ,Fps ��a' ;,)5, PROFESSIONAL ENGINEERS
NATIONAL ACADEMY FLORIDA ENGINEERING
OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY
ENGINEERS PROFESSIONAL BUILDING INSPECTION
12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156
TELEPHONE: (305) 378-1244
Estab;ished 1976
AMERICAN SOCIETY
OF CIVIL ENGINEERS
NATIONAL ACADEMY
OF BUILDING INSPECTION
ENGINEERS
NATIONAL SOCIETY OF
�� I jam• �������� ��. PROFESSIONAL ENGINEER;
CONSULTING ENGINEER FLORIDA ENGINEERINGSOCIETY
PROFESSIONAL BUILDING INSPECTION
12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156
TELEPHONE: (305) 378-1244
Estab"ished 1976
Y
a ff/
0
i - • .
••••
••••,•
.•.•.•
_...i-ii
---i•••�
i�..__
• •
Yi•i
• •
•
I i
AMERICAN SOCIETY NATIONAL SOCIETY OF
OF CIVIL ENGINEERS � 51 ��� UWgWf
PROFESSIONAL ENGINEER;
NATIONAL ACADEMY J FLORIDA ENGINEERING
OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY
ENGINEERS PROFESSIONAL BUILDING INSPECTION
12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156
TELEPHONE: (305) 378-1244
Estab;ished 1976
GENERAL NOTES
PROPOSED DOCK FOR:
.DES Gli : IN ACCORDANCE WITH FBC 2017, 6th EDITION & ASCE 7-16
PILE NOTES: ALL WOOD PILES TO BE SOUTHERN PINE AND COMPLY WITH A.S.T.M. d25-79 AND BE PRESSURE TREATED
W/ C.C.A. FEDERAL
SPECIFICATIONS TT—W-550D(1) OR TT—W-00550E(1) AND AWFA—MP-4. PILES TO HAVE A MIN. DIA. OF 12"
STEPHENGUSTAFSON
PRESTRESSED CONCRETE PILES: RECOGNIZED TESTING LABORATORY TO VERIFY CONCRETE ATTAINING A STRENGTH OF 6000
psi IN 28 DAYS. 1460 NORTHEAST 101 STREET
CONCRETE SHALL ATTAIN A STRENGTH OF 3500 psi BEFORE STRANDS ARE RELEASED. REINFORCING SHALL BE PER ASTM
A416-6820K MIAMI SHORES, FLORIDA
STRANDS WITH #5 GAUGE WIRE SPIRALS AT AN 8 INCH PITCH EXCEPT AT ENDS WITH 6 TURNS AT A 3 INCH PITCH.
MINIMUM PENETRATION OF ALL PILES TO BE AS FOLLOWS:
CONSULTING ENGINEER:
6 FEET MIN. INTO BEDROCK
10 FEET INTO YIELDING MATERIAL
MINIMUM SAFE BEARING: 10 TONS WOOD PILE & 25 TONS CONCRETE PILE
J.N. SHEINGOLD P.E.
OFFICE: 305 986 7002
CONCRETE: CONCRETE FOR THE CAP SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5000 psi AT THE END OF 28
DAYS. PE #21181
FAX: 305 253 4455
REINFORCING STEEL: ALL REINFORCEMENT SHALL BE 60K psi MINIMUM YIELD NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615 GRADE 60. 12420 SW 75 AVENUE
ALL BAR LAPS SHALL BE A MINIMUM OF 48 BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI AND MANUAL MIAMI, FLORIDA 33156
OF STANDARD PRACTICE CODES.
'
STRUCTURAL LUMBER: ALL DIMENSIONAL LUMBER TO BE PRESSURE TREATED, (ALL LOAD SUPPORT MEMBERS TO BE NON
—DENSE SELE r" ,'qv
n
'
STRUCTURAL) AND COMPLY WITH NDS 2012 SPECIFICATIONS AND 61.1 2013 SUPPLEMENT.
<^
i
HARDWARE: ALL HARDWARE TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-153-80 OR AS SPECIFIED.
BOLTS: ALL MACHINE BOLTS TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A307-83A.
;,
BUG 1. 4 2019'°"`
h,,
,f�t
DESIGN LOADS: 501bs/FT2 OF LIVE LOADS
o
175 mph WIND VELOCITY, EXPOSURE "D"
NAT't1FA4_ tE"r't°"�C.E�i
4 m �r y „I
THE CONTRACTOR WILL EMPLOY AND MAINTAIN ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES TO PROTECT BISCAYNE
BAY. DEPARTMa r�t� �t cU t f '1'' pan ,
APPROVED TURBIDITY BARRIERS SHALL REMAIN IN PLACE DURING ALL PHASES OF IN —WATER WORK.
AND EGG?J�9�CnEC: L .C:E:
-ALL EXISTING STRUCTURES TO REMAIN UNLESS OTHERWISE NOTED TO BE REMOVED.
-THIS DRAWING IS THE PROPERTY OF SOUTHERN MARINE CONSTRUCTION, INC. AND IS AN INSTRUMENT OF SERVICE NOT
TO BE REPRODUCED IN WHOLE OR PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF SOUTHERN MARINE
CONSTRUCTION, INC.
-ALL DIMENSIONS AND ELEVATIONS MUST BE FIELD VERIFIED.
_ J
_o;
(2) EXISTING MOORING PILES
TO BE REMOVED, TYP. Al
EXISTING WOOD DOCK AND
(2) EXISTING DOCK PILES
TO BE REMOVED, TYP.
o
EXISTING SEAWALL,
SEAWALL CAP, BATTER
PILES AND KING PILES
TO REMAIN
EXISTING
N 3/32" = V-0"
3'-2" — EXISTING SEAWALL CAP TO REMAIN
__________ OIL EL. +5.28' NGVD
r o T.O. EXISTING CAP
N EXISTING BATT E`? PILES TO REMAIN
s
\ EL. +1.75' NGVD
MHW
.r EXISTING SEAWALL TO REMAIN
EXISTING KING PILES TO REMAIN
Y EXISTING BOULDERS TO REMAIN
"- '- ----- EL. —0.75' NGVD
MLW
EXISTING SEAWALL SECTION
1/4" = V-O"
Aw
22.00' 12.00'
105.84'
CONDITIONS AND DEMOLITION
,JUN 2 0 wig
BY:
PLAN
�f
2 2019
' rs44 Park
NATUP.AL RES+OUR' ES Eil!I IaN
DEPARTMENT'OF REGULATORY
,,, AND E!,CONpMIC`RESOURCES
N
LOCATION
N.TS.
�y�15
MAP
N
VICINITY MAP
N.T.S.
•.•
......
....
000000
0 .
• L ti I
o�
�M
�m
Nv
c
m
��
U
o
co U
:EO_ N
}� cc
v 9
i
w E
' ° m
.+.- (l) 0 N y c
Z3 C E '
O O
VJUUnma
Z ow
Y
v0
Q Q o
.... ,�
o
� Co
0
W
Z a
N
O
W p
=z—
CL
w o E
a
C/)
oLo
�
o
W
LLI
(oco
co Lo
Z
M N
oLn
M O
co
zLLJ
CDw
wz)`�
Z
0-zco
J
OJQo
U)
w�OT
� LL -
Z
O
_
(/) p N
�
Z � Q L u
U
_ N a_
A-1
1
OF 3
25'-0"
op
40'-0"
0
0 I
10'-0" TYP.
BISCAYNE BAY
26'-0"
(3) NEW
MOORING
12" CCA
PILES, TYP.
INSTALL
NIGHT TIME
REFLECTORS ON ALL
MOORING
PILES
50'-0"
(6) NEW DOCK 12" CCA PILES, TYP.
NEW 3"X8" JOISTS @ 24" O.C. W/
1 "X12" LTS12 SIMPSON SS STRAPS
(FL10456.29) W/ 7 SS 1OD T&B, TYP.
NEW 3"X12" BEAM W/ 2 4" HDG THRU
BOLTS AT EACH PILE CONNECTION, TYP.
12'-0"
' EXISTING SEAWALL, SEAWALL CAP, BATTER A \- NEW 4"X12" HANGER W/ (2) 4" S.S. RED
PILES AND KING PILES TO REMAIN HEADS INTO CAP ALIGNED W/ EACH PILE, TYP.
i
PROPOSED DOCK PLAN
I� f,41 d �14
N 1/8" = 1'-0°
a URAL ESOUI RCESDi 71
DEPAR MENT op* RErU ATLM� Y
39.84'
30.84'
'oc
vm
N R
O O
O
N In
O O
co co
O U
C c
c
U
.O ;
}� O
� U m
/� E
N
W i_ N
O C
j u
`i 41 0C C L
D c W 7
O
O O °��m
�m
^
V'J U
Ucn�a �
3
•
. °'
Y
••fir
U •
� r °
o
.cz u;
lJJ
z t� L
fn
p
LU O fn
= z
O
T
z LLJ
as
co (a
0 (n
(n
o 'n
Ir
o
W
W
(Q co
00 U)
Z_
0) N
oL')
fIS
�z
M CD
_ M
LL
W
�r
w co
Z
uiZ)c"
a Z LU M
JO
Q 0
r cr
c
W�°00
z0QW
0
(�
a
A-2
2OF3
r
10'-0"
NEW 3"X8" JOISTS
@ 2 4 " O.C., TYP.
NEW 3"X12" PILING BEAM
(2) 4"X8" HDG LAG BOLTS
B
----
4"X12" BLOCK W/ (2) 8" SS
; RED HEADS INTO CONC., TYP.
1 "X12" LTS12 SIMPSON SS STRAPS
(FL10456.29) W/ 7 SS 10D T&B, TYP.
�t EXISTING KING PILES TO
REMAIN
---- ----- ------ ------------------
i
SECTION AA
1/2" = 1'-O"
r
14 2019
COPPER CAP :TIT 0 F FEE2L''- ,ToF
_,- 7NOMIC RESOURCES
1 "X2" PILE TRIM
NEW 1 "X51" IPE DECKING
WITH (2) # 10 SS SCREWS
AT EACH CONNECTION
OIL EL. +5.28' NGVD
T.O. NEW DOCK
(2) 3" HDG THRU-BOLTS
------- oiLEL. +1.75' NGVD
MHW
4"X6"X4" ALUM.ANGLE W/2 "
H.D.G. LAGS AS ILLUSTRATED
(1 PER PILE), TYP.
PROVIDE ROOFING FELT MATERIAL
BETWEEN ALUM. AND WOOD PILE
� EL. -0.75' NGVD
MLW
EXISTING BATTER PILES TO
REMAIN
EXISTING BOULDERS TO
REMAIN
NEW 12" 0 CCA DOCK PILES
MAR 2S 2019
NATURAL RESOURCES rj)tlfISd®N
DEPARTMENT OF REGULATORY
AND ECONOMIC RESC,U::�CES
(2) g" SS RED HEADS
INTO CONCRETE, TYP.
(2) J"X8" HDG LAG
BOLTS @ BEAM
CONECTIONS, TYP.
SEAWALL CAP
4"X12" P.T. BLOCK
NEW 3"X12" PILING BEAM, TYP.
SECTION BB
1/2" = 1'-O"
0
as s sf
sfffaf •
f f f f i f •• Y
,sf�ff
•
NEW
1 "XV" IPE ;•••
DECKING;L-IH;(2)
#10
SS SCREWS A%::,'
EACH
CONNECTION
am
m v
r m
c� IT
Lo
o m
m m
L
oo
^' U m m
W
c: —
(uo
2.0 `
C U
2.
W E
+J co, N L
E m c
O O 3
//� U za�o°�
VJ Umm— 3
•
•
•.•f ff
s
'
f,_sf
Oe—
I
s
• fA 40"
0
G
m
o
w
cWn
O
o
=z�
a
w o E
O
co ca
> U)
a (L
o LLo'
"
Lu
to
LLI
rn U-)
Z
N
LO Lo
M O
z
°v
W
(D
Lu
z
wDT'
azM
JOQ9
Oocc
Oj
C!)
CO
w
C/)
O
_LL_�
N �
2�N
U
a-
A-3
3OF3