SeawallX
Date Job Address 1420 NE 101 Street Tax Folio
Legal Description Lot 5 B l k 1 PB: 56 –86 Historically Designated: Yes No
Owner/Lessee / Tenant Gunn a r d Rubini
Owner's Address 1420 NE 101st Street, M Shores, FL Phone (305)758 -1493
Contracting Co. Miami Beach Seawalls Address 2430 NE 214 St, NMB, FL 33180
Qualifier Brian Moretti SS# Phone 937 -4528
State # Municipal # Competency # Ins. Co.
Architect/Engineer F. Keith Jolis, P.E. Address 3200 Port Royale Dr. N. #712
Bonding Company Address
Mortgagor Address
Permit Type (circle one) BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION Rep1 arPmPnf of approY 90ft and RPpa i r apprnx. 1 40ft
OF Seswkti
Square Ft. ..O3 t t%. & '�Q Estimated Cost (value) IP 37 I 4 .0 0
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be perforrned to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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. Furthermore, I authorize the above -named contractor to dote work : ed.
Signs
er
X X .,
Notary :. to Owner
My Co scion E
FEES: PERMIT 311,t) RADON
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
an• osenendoanaident
Date
ea.)20130 X ,c,Y
is /g19 °I
and/or Condo President Date
ires:
ARLENE J. BYRD
MY COMMISSION it CC 655074
EXPIRES: June 12.2001
Thu Notary PubHC UndeiwrIters
Master Permit #
ignature of • n tor or Owner- Builder
Notary as to Contractor or Owner - Budder
My Commission Expires:
C.C.F. NOTARY — 0 --
APPROVED:
Zoning Building / f 1 1-41 Electrical
Mechanical Plumbing Structural Engineer
�-{- 57c77
l 9 /9f
Date
Paula Burdelsky
MY COMMISSION # CC635104 EXPIRES
April 1, 2001
BONDED TNRU TROY FAIN INSURANCE, INC.
BOND Q
TOTAL DUE
Date
h;( 11/41
s Ar4: OF FL "AR DI, COUNTY OF UAllt_
of thoth
I HjR�g CEti flliho office 8s 0 ytD `�l1it
orl;final in tl�t off fice •'e - r ,
W IUNcS enr
HARNVEY
By
;(. NOVICE OF COMMENCEMENT
The Undersigned Hereby gives Notice that the Following Information is Applicable to
Improvements to Real Property:
Owner of Improvement, Name & Address:
Gunnard Rubini - 1420 NE 101st Street, Miami Shores, FL 33138
Address of Property being Improved:
same
Legal Description of Property:
Lot 5 Blk 1, REPLAT OF TRACT "A"
Description of Improvements:
Seawall Repair and Replacement
Owner of Fee Simple Property (Nance & Address if Different):
Name & Address of Contractor:
Brian Moretti /MB Seawalls 2430 NE 214 St., NMB, FL 33180
Nance & Address of Surety for 5713.23 Bond:
Name & Address of Construction Lender:
PB: 56 PG:86
Name & Address of Person in Florida Designated by Owner to Receive Notices &
Docuntennts in Place of Owner:
Brian Moretti /MB Seawalls
Nantes & Addresses of Persons Designated to Receive Copies of Notices or Documents:
FO L R I C 1 3Czi4 3G
Sign lure (Owner or �) 0v
n
SW¢RN TO AND SUBSCRIBED before me this O! day of NO V L'99 q
k r -
NOTARY PUBLIC, STATE OF FLORIDA
ARLENE J. BYRD
MY COMMISSION N CC 655074
EXPIRES: June 12, 2001
Bonded Thru Notary Public UndenMteB
c e �.�
C,'
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SEETC1i OF S'eRVEY
Lot 4, L.,.00,t: .L, 1 L'1,■,111 :.:I'L. 1P.I 1..:)_LI.; acc.rt to -le l'ia aere
recorJed in I-lat I3co ; at il-LL 63 of ',....)e ; 11(.!. :i'2orus of Daao Coun ‘
Flcriaa, less the followinf; de::crieeu 1 ic yj.n at the Kortmes
corncr cf s ot 4; tnence run. Sou:.;11 0 degrees 31 :..inutes 17 s000nds
along t 'wes.:torly line Ci' :id Lot 4, 13r.C4 feet to t%le Southwest corner
of said Lot -f; tence run Easterly, a.lonL; tHe re of . .. circular curve to the
lof L, ?.avini for itLlelqeJlts a-radius of 2165.4C feet and a central angle
of C crooJ l'; LiiilLtes 53 :cen..1:.; for 10.0 feet, slid circular curve being i
the Sot.therly line of sa1;.; Lot 4; thence run Korth 0 degrees 31 niinutes 17
seconds West, parallel to ant:: 1C.0 feet Easterly of the Westcrly line of
said Lot 4, for 135.22 feet to a point cn the Northerly line of said Lot 4;
said Northerly line being a circular curve; thence run Westerly along the
arc of a circular curve to the right, having for its elements a of
64E.66 feet and a central angle of 0 deErees 53 1,1inutes 43 seconds for
1C'.1+ feet to the Point of BeLinning ,
AD
Lot 5, Block 1, REILAT OF TRAOx "A" OF MIAI:d SHORES BA.2.1: PARK ESTATES,
according to 'ne, Plat thereof as recorderfl in Plat Book 56, at Page C:6 of
the Public Record.; ef Dace County, Florida.
Order #11359 December 18, 1953
F.B. #232-23 . . Scales shown
1 RI,REBY CERT:FY: That the attached "SKETCH OF SURVEY" of thit above des-
cribed Troperty is true and correct to the best of my knowledge and
belief PF. r::cently surveyed and platted under my direction.
HARRY C. SCHWEBKE & AF,SOCIATES INC.
x7
F
Larry C. Sch•ebke
Registered Land Surveyor #6C2
State of Florida.
Location Map
1420 NE 101 Street, Miami Shores, FL
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1.5
2
Page 1
w
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J
I
W
O I
� I
20'±
203.88' (PROPERTY LINE)
1-n ,r'' FPI
DAVI -r r p fl
NEW 36 "x36 "x24" TALL REINFORCED
CONCRETE PAD WITH (3) #5 EACH
WAY (TOP & BOTTOM)
203.88' (PROPERTY LINE)
142' NEW BATTER PILE
AND 14 "± x 36 "± SEAWALL CAP
MoMOO
FILES
Ex t 1110SI
Lot Block
"SUBDIVISION"
Plat Book Page
Broward County
FLORIDA
r 30
A
A�
SITE PLAN
Scale: 1" = 30'
B
B
50'±
NEW SEAWALL
- �}9
12'± NEW BATTER PILE
AND 14 "± X 36 "±
SEAWALL CAP
A
1
Contractor
Miami Bch Seawalls
Martine Contractors
North Miami Beach, Florida
(305) 937-4528
Seawall Repair
Mr. & Mrs. Rubini
1420 N.E. 101th Street
Miami Shoros. Florida
F. KEITH JOLI_S P.E.
G ENGINEERING
Royce - 'Dr. N. #712
FL 33301
DSN
WRT
DNN
MAN
DATE
11.3.99
SCALE
10
DING NAME
1420
FILE NAME
mba
9NT.L 3
NOTE:
CUT PILES AND LEAVE
STRANDS EXPOSED MIN.
OF 12" 11E TO CAP
STEEL
M.H.W. EL. 1.75 V
BERM (TYP.)
M.L.W. EL. —0.1 Q
12x12 BATTER PILE
(MAX. SPACING 10'
ON CENTER)
(4) #5 TOP & (2) #5 BOTTOM
#3 STIRRUP ® 18" O.C.
(3" O.C. OVER PILES)
36"
3/4" CHAMFER
1
3
12
El
LL _J
O
SECTION A -A
Scale: 1/2" = 1 -0"
3"
COVER (TYP.)
LEAVE EXIST. REBAR
EXPOSED, REMOVE
ANY RUSTED ONES
NOTES:
1. ALL HARDWARE TO BE HOT DIP GALVANIZED.
2. CONCRETE = 4000 PSI, ADD 1.5 Ibs. PER
CUBIC YARD FIBERMESH TO CAP BEAM "ONLY".
3. PILES TO BE DRIVEN 10' INTO DENSE YIELDING
MATERIAL OR 6' INTO DENSE LIMEROCK
MATERIAL. MAX. DESIGN LOAD = 12 TONS.
4. DESIGN IN ACCORDANCE WITH LATEST
EDITION OF THE S.F.B.C.
5. PILES — PRESTRESSED CONCRETE WITH MIN.
(4) 7/16" DIA. LO —LAX STRANDS.
6. THIS IS TO CERTIFY THAT THE MAX. DESIGN
CAPACITY IS ADEQUATE AND WILL BE INSTALLED
TO ACHEIVE SAME IN ACCORDANCE WITH
SOUTH FLORIDA BUILDING CODE 2404 & 2405.
Contractor
Miami Bch Seawalls
Marine Contractors
North Miami Beach, Florida
(305) 937 -4528
Seawall Repair
Mr. & Mrs. Rubini
1420 N.E. 101th Street
Miami Shores. Florida
F. KEITH .,JOLLS P.E.
CONSUL ! C 3 GNEERING
3200 P ' o _ • le Dr. N. /71
F f j 33Jb8 124/11
DSN
WRT
DYMI
MAN
DATE
11.3.99
SCALE .
10
DWG NAME
1420
FILE NAME
mbs
g1T 3
w)
z
J
O
O
20'±
f
203.88' (PROPERTY LINE)
NEW 36 "x36 "x24" TALL REINFORCED
CONCRETE PAD WITH (3) #5 EACH
WAY (TOP & BOTTOM)
203.88' (PROPERTY LINE)
142' NEW BATTER PILE
AND 14 "± x 36 "± SEAWALL CAP
Lot Block
"SUBDIVISION"
Plat Book Page
Broward County
FLORIDA
A
A�
SITE PLAN
Scale: 1" = 30'
B
0111.16.991 REVISED PER CITY
R E V I S I O N S
B�
50'±
NEW SEAWALL
12'± NEW BATTER PILE
AND 14 "± X 36 "±
SEAWALL CAP
A
Contractor
Miami Bch Seawalls
Marine Contractors
North Miami Beach, Florida
(305) 937 -4528
Seawall Repair
Mr. & Mrs. Rubini
1420 N.E. 101th Street
Miami Shores. Florida
F. KEITH JOLLS P.E.
CONSULTING F)'GINEFRING
3200 Port r . • le Di•. N. 4712
•
FT. LAUD • p�
OSN
WRT
DNN
MAN
DATE
11.3.99
SCALE
10
DNC NAME
1420
FILE NAME
mbs
9{T 1 0r 3
NOTE:
CUT PILES AND LEAVE
STRANDS EXPOSED MIN.
OF 12" TIE TO CAP
STEEL
M.H.W. EL. 1.75
M.L.W. EL. —0.1
12x12 BATTER PILE
(MAX. SPACING 10'
ON CENTER)
BERM (TYP.)
(4) #5 TOP & (2) #5 BOTTOM �3" COVER (TYP.)
#3 STIRRUP ® 18" O.C.
(3" 0.C. OVER PILES)
3/4" CHAMFER
rl
a
12
7- LEAVE EXIST. REBAR
36" EXPOSED, REMOVE
ANY RUSTED. ONES
+5.5 A
+5.0
L L J
SECTION A -A
Scale: 1/2" = 1
Q REVISED PER CITY
R E V I S I O N S
+4.0
+3.0
+2.0
+1.0
0.0
1.0
2.0
3.0
4.0
J
NOTES:
1. ALL HARDWARE TO BE HOT DIP GALVANIZED.
2. CONCRETE = 4000 PSI, ADD 1.5 lbs. PER
CUBIC YARD FIBERMESH TO CAP BEAM "ONLY".
3. PILES TO BE DRIVEN 10' INTO DENSE YIELDING
MATERIAL OR 6' INTO DENSE LIMEROCK
MATERIAL. MAX. DESIGN LOAD = 12 TONS.
4. DESIGN IN ACCORDANCE WITH LATEST
EDITION OF THE S.F.B.C.
5. PILES — PRESTRESSED CONCRETE WITH MIN.
(4) 7/16" DIA. LO —LAX STRANDS.
6. THIS IS TO CERTIFY THAT THE MAX. DESIGN
CAPACITY IS ADEQUATE AND WILL BE INSTALLED
TO ACHEIVE SAME IN ACCORDANCE WITH
SOUTH FLORIDA BUILDING CODE 2404 & 2405.
Contractor
Miami Bch Seawalls
Marine Contractors
North Miami Beach, Florida
(305) 937 -4528
Seawall Repair
Mr. & Mrs. Rubini
1420 N.E. 101th Street
Miami Shores. Florida
F. KEITH JOLLS P.E.
CCNSUL1ING E■GINErPJNG
3200 P. 'oyale Dr. N. /71
IL 17fy
FL 33308 ! /
oSN
WRT
oWN
MAN
DATE
11.3.99
SCALE
10
DWG NAME
1420
FILE NAME
mbs
20c3
A
BERM (TYP.)
NOTE:
CUT PILES AND LEAVE
STRANDS EXPOSED MIN.
OF 12" TIE TO CAP
STEEL
M.H.W. EL. 1.75 V
M.L.W. EL. —0.1
12x12 BATTER
PILE (TYP.)
NEW REINFORCED
CONCRETE SEAWALL
PANEL (TYP.)
(4) #5 TOP & (2) #5 BOTTOM
#3 STIRRUP ® 18" O.C.
(3" O.C. OVER PILES) 7
3/4" CHAMFER
12x12 KING
PILE (TYP.)
12x12 BATTER
PILE (TYP.) —
12
50'±
12x12 KING
PILE (TYP.)
10'±
PLAN VIEW
Scale: 1" = 10'
10'±
1
NEW 14x36 CONC
SEAWALL CAP
r3" COVER (TYP.)
36"
/ 0
6±
A
2' A
MIN.
+5.5
+5.0
+4.0
NEW REINFORCED
CONCRETE SEAWALL
PANEL (TYP.)
+1.0
0.0
1.0
2.0
SECTION B —B
Scale: 1/2" = 1' -0"
8;
cV
6 "
COVER
WATERSIDE FACE
LIGHT BROOMED
FINISH
7 1/2"
SIDE VIEW
N.T.S.
2 1/2"
CLEAR
LIFTING EYES
MIN. 1/2' CABLE
30" (TYP.) I' 30"
i
1 1
Contractor
Miami Bch Seawalls
Marine Contractors
North Miami Beach, Florida
(305) 937 -4528
1 2"
CLEAR
f 1
9 SPACES ® ±12"
9' -10"
PANEL DETAIL
Scale: 1/4" = 1' -0"
LANDSIDE
FACE
L /.1. \ 111.16.991 REVISED PER CITY
R E V I S I O N S
Seawall Repair
Mr. & Mrs. Rubini
1420 N.E. 101th Street
MIamI Shama. Florida
F. KEITH DOLLS P.E.
CONSULTING ENGINEERING
3200 P Royale Dr. N. /71
/ 33308 11
9Y
1
(10) #
® 12 "±
( #
0 12 "±
J
094 OWN
WRT MAN
DATE
11.3.99
SCALE
10
DWG NAME
1420
FILE NAVE
mbe
SHT. —OF 3
[. ?ROVED
BY
DATE
STRUCTURAL ii
t /�3 ff
ELECTRICAL
_
PLUMBING
MECHANICAL
+ t
ROOFING
I
i
BLDG. OFFICIAL
I 11\2)—)1
SUBJECT TO COMPUANCE WITH ALL FEDERPI, STATE AND COUNTY
RULES MD REGULATIONS.
•iviiAMI SHORES VILLAGE ASSUMES NO RESPONS!SILITIE3 FOR ACCURACY
OF OR RESULTS FROM THESE PLANS.
• iA ? ?t::E WITH THE SOUTH FLORIDA BUi DIG CODE AS ADOPTED BY
• . "'?'r ; VILLAGE IS REQUIRED. THE ARCHITECT. _ EIIBLDLR Si SUP,
SU
. 7 01 7" , ARE CHARGED WITH THE. KNObtl DGc OF ALL BUILDING
., tC ^1S WHETHER OR 'r !OT SPECIFICALLY INDICATED 11E1:£IN. J
G AD130 SHORES UI11 t�GE