DOCK-07-20-1371, 1420 NE 101 st StAdolfo J. Gonzalez, P.E.
STRUCTURAL ENGINEER
2050 Caral way Suile 502, Miami FI 33145
T: 305.415.,732
Dock pile caps Inspection
Miami Shores Village
Building Division
10050 NE 2 Ave
Miami Shores, Florida 33138
To: Mrs. Elizabeth Allen
1420 NE 101 St
Miami Shores, FI 33138
Permit No: WSW- 11-19-2759
DEAR BUILDING OFFICIAL:
V/4�/ma's
August 25, 2021
I, Adolfo Gonzalez, P.E. having performed site inspection during new dock
construction process on the above referenced site, approved reinforcement
installation at two pile caps , hereby attest that to the best of my knowledge,
belief and professional judgment, the structural components of the structure are
in compliance with the FBC and other approved permit documents.
••••
Should you have any questions or need additional information, pleFse do inot•�
hesitate to contact me. • • •
Sincerely, OF F40
ci.ccN O
O 9
a
PE58.X N
NA -
Adolfo J. Gonzalez. P.E.
Structural Engineer
Reg. No. 58620
••••
Digitally signed 9*00
byAdolfo J ••••••
Gonzalez
Date: 2021.08.25
15:37:42-04'00'
WI ),,1-1 f-Z7S',/
Allen Dock - Pile
Log -12x12 FDOT P.S. Concrete Piles / August 9, 2021
Pile #
Date
Installed
FDOT Pile
Pile Size
Specified Pile
Length (Ft)
Original Pile
Length (Ft)
Cut Off
Top (Ft)
Top of Pile to
Mudline (Ft)
Blows/Ft
For Last Ft
Embedment
(Ft)
1
7/27/21
12x12
35
36
0.5
10.5
39
25
2
7/23/21
12x12
35
36
0.5
12.5
28
23
31
7/23/21
12x12
35
36
0.5
14
35
21.5
4
7/27/21
12x12
35
38
0.5
15.5
35
22
5
7/23/21
12x12
35
36
0.75
10.25
32
25
6
7/23/21
12x12
35
36
0.5
12.5
33
23
7
7/22/21
12x12
35
36
0.5
14
37
21.5
81
7/26/21
12x12
35
38
0.5
15.5
27
22
9
7/26/21
12x12
35
38
0.5
15.5
29
22
10
7/26/21
12x12
35
38
0.5
14
32
23.5
11
7/26/21
12x12
35
38
0.5
14
35
23.5
12
8/2/21
12x12
35
36
2
10
23
24
13
8/2/21
12x12
35
36
2
10.5
29.5
23.5
14
8/2/21
12x12
35
36
2
10
21
24
15
8/2/21
12x12
35
36
3.5
10.5
39
22
16
8/2/21
12x12
35
36
3
10
31
23
17
8/6/21
12x12
35
36
2
10
27
24
18
8/6/21
12x12
35
36
2
10.5
34
23.5
19
8/6/21
1 12x12
35
36
2
10
26
24
20
8/6/21
1 12x12
1 35
36
2
10
28
24
Permit Number- DOCK-07-20-1371
Street Address - 1420 NE 101 ST, Miami Shores, FL
Pile Equipment - 3500 Lb Drop -Hammer on 60' Metal Leads ••••
Crane Specifications - 5300 American Crawler Crane, 70 ton on 100' x 38' spud barge • • • • 0000
•
Drop distance - 5-6 Ft •
$ PEDESTALS i •
i 250 SF OF OVE9�,AX0d WR DECKXXG •
FOR NEW VIE\Y�•IiL•ATFORfA ' • •'
NEW' 7K LB CAPACITY EAST WITH IPE RAII"Qj Ya-H SS Co. ES. •
�I COAST OR SINIILAR DOUBLE • • • •
`JET -SKI LIFT WITH ARNIS AT , • • • • • •
15: AND (1) 2'c3' BOARDING • • • • • • r • • •
1 5 _ -- -t•L_J 1—�� _ • •
i.
---4%j------- — — — —— —
1 "r 1_10 Digitally signed
GOB
y`P °' °
by Adolfo J
OO 9f
• < -*-
Gonzalez
A PE 58620 �
0\��
Date:2021.08.12
14:27:20-04'00'
- -LOCATION MAP AND LEGAL DESCRIPTION
indian Creek Indian Cr
Country Club
Nr '.1''r.
z
6•1
Mlaml Snores ® 101S
�1 �t
NE 103rd St Z Country Cub
251
•
i?EPART"")_--N1' OF REGULATORY
RY
Shores
F,INC) r` .E3Sytii�ilC i�lt i i/ J
11 ATURAL RESOURCES DIVISION
Club de golf NORMANDY
Nom•armysnnrsp SHORES
trtal
Z
NE Rind sl y
,Sv NE loth St
m North Bav
V 1 a .a
i Nf Ir L.
1.RT
(:F1\IFRAI NC)TFC-
I. ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929.
2. ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD.
3. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES
HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL
BE IMMEDIATELY BROI IGHT TO THE ATTENTION OF ENGINEER BEFORE PROCEEDING WITH WORK.
CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR ALL LINES. ELEVATIONS, AND
MEASUREMENTS IN CONNECTION WITH THEIR WORK.
4. IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH
LOCAL, STATE. AND FEDERAL ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISIONS OF THESE
PERMITS.
5. APPLICABLE BUILDING CODE AND DESIGN CRITERIA: 1. FLORIDA BUILDING CODE.. 2017 EDITION (AND
CURRENT ADDENDUMS) 2. AMERICAN CONCRETE INSTITUTE; AC'I 440.IR-15 GUIDE FOR THE DESIGN AND
CONSTRUCTION OF STRUCTURAL CONCRETE REINFORCED WITH FIBER -REINFORCED POLYMER (FRP)
BARS.
6. APPROVED CONTRACTOR TO DETERMINE THE SUITABILITY OF EXISTING STRUCTURES AND VERIFY ALL
DIMENSIONS. THE APPROVED CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, MEANS. SEQUENCES
AND PROCEDURES OF WORK.
7. DO NOT SCALE DRAWINGS FOR DIMENSIONS.
8. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCING WORK.
9. CONTRACTOR TO PROPERLY FENCE AND SECURE AREA WITH BARRICADES.
10. ANY DEVIATION AND/OR SUBSTITUTION FROM THE INFORMATION PROVIDED HEREIN SHALL BE
SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK.
11. ALL NEW MATERIALS AND/OR PATCHWORK SHALL BE PROVIDED TO MATCH EXISTING MATERIAI
AND/OR ADJOINING WORK WHERE PRACTICAL EXCEPT AS SPECIFICALLY NOTED HEREIN.
12. LICENSED CONTRACTOR SHALL USE ALL POSSIBLE CARE TO PROTECT ALL EXISTING MATERIALS.
SURFACES, AND FURNISHINGS FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION.
13. THE LICENSED CONTRACTOR TO INSTALL AND REMOVE ALL SHORING AND BRACING AS REQUIRED FOR
THE PROPER EXECUTION OF THE WORK.
14. ALL NEW WORK AND/OR MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF EACH
ADMINISTRATIVE BODY HAVING JURISDICTION IN EACH PERTAINING CIRCUMSTANCE.
15. THE CONTRACTOR WILL EMPLOY AND MAINTAIN 4DEQUATE SEDIMENT AND EROSION CONTROL
MEASURES TO PROTECT BISCAYNE BAY FROM SE[7tiv1RW ANUVONSJRpCZI � DEBRIS: Y
l
BOLTS
1. ALL BOLTS SHALL BE 316 STAINLESS STEEL. UNLESS OTHERWISE NOTED.
CONCRETE
I. CONCRETE SHALL, CONFORM TO ACI 318 (LATEST ED.) AND SHALL BE REGULAR WEIGHT. SULFATE
RESISTANT. WITH A DESIGN STRENGTH OF 5.000 PSI AT 28 DAYS W/ A MAX WATER-CEMENTIOUS
PROJECT SITE LOCATION: MATERIALS RATIO, BY WEIGHT, NORMAL WEIGHT AGGREGATE CONCRETE OF 0A0.
1420 NE 101 Street 2. OWNER SHALL. EMPLOY AND PAY FOR TESTING SERVICES FROM AN INDEPENDENT TESTING
Miami Shores, FL 33138-2613 LABORATORY FOR CONCRETE SAMPLING AND TESTING IN ACCORDANCE W/ ASTM.
3. LICENSED CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS AND SHORING AND FOR SAFE
LATITUDE: 25052'4.59"N PRACTICE IN THEIR USE AND REMOVAL..
LONGITUDE: 80010'10.26"W
REINFORCEMENT
I. ALL SEAWALL REINFORCEMENT SHALL BE GLASS FIBER REINFORCED POLYMER (GFRP) CONFORMING
TO ASTM D7957
FOLIO No.: 11-3205-023-0050
2. CONCRETE COVER: STIRRUPS AND TIES: 2" PRIMARY REINFORCEMENT 2 y'I
3. LAP SPLICE FOR #5 BARS IS: BOTTOM BARS: 33" TOP BA
. ��
WITH 12" OR MORE CONCRETE CAST BELOW THEM
PPROVAL
LEGAL DESCRIPTION:
4. # 10 BARS SHALL NOT BE SPLICED.
M SHORES BAY PK ESTS PB 55-83
NAME
PILE DRIVING NOTES
��
cl 2;
LOT 4 LESS WLYIOFT BLK I & LOT 5
I. PILE DRIVING OPERATIONS SHALL BE OBSERVED BY A
BLK I MIA SHORES BAY PK ESTS AMD
SUFFICIENT TO DETERMINE THE APPROXIMATE LENGTH REQUIRED TO MEET DESIGN CAPACITY.
PB 56-86
2. PILES SHALL BE DRIVEN USING AN APPROVED CUSHION BLOCK CONSISTING OF MATERIAL SO
ARRANGED SO AS TO PROVIDE THE TRANSMISSION OF THE HAMMER ENERGY.
LOT SIZE IRREGULAR
3. PILES SHALL BE DRIVEN TO REQUIRED BEAR MINIMUM CAPACITY 15-TON WOOD/ 25-TON CONC'RETI
OR 10438-1023 0479 5 +
O
4. PILES SHALL BE DRIVEN WITH A DROP HAMMER OR GRAVITY HAMMER PROVIDED THE HAMMER SHALI
Ydj
WEIGH NO LESS THAN 3.000 POUNDS, AND THE FALL OF THE HAMMER SHALL NOT EXCEED 6 FT.
1• W I. I Y.1 I V I Vti L I\ L V V V I\ V L L N
PILES SHALL BE DRIVEN WITH A VARIATION OF NOT MORE THAN J" PER FOOT FROM THE VERTICAL, OR
nnr_l I&AIAI A OV APPROVAL
FROM THE BATTER LINE INDICATED, WITH A MAX VARIATION OF THE HEAD OF THE PILE FROM THE
.r-•••••• Y• • • • ' `
POSITION SHOWN ON THE PLANS OF NOT MORE THAN 3",
F
WHERE PILING MUST PENETRATE STRATA OFFERING HIGH RESISTANCE TO DRIVING, THE STRUCTURAL
ENGINEER OF RECORD OR SPECIAL INSPECTOR MAY REQUIRE THAT PILES BE SET IN PRE -DRILLED OR
CA T E `
PUNCHED HOLES. THE PILES SHALL REACH THEIR FINAL PENETRATION BY DRIVING.
1420 NE 101 ST
SEAWALL
REPLACEMENT
PROJECT
Miami Shores. Florida
CLIENT:
MS. LISA ALLEN
1420 NE 101 ST
Miami Shores, FL 33138
ENUIRONMENTP ;W1i;)%1;I11 TA\ I
OC$AN:
00,
CUl'I�DLTINj,',•I��E�
3 0*AMtt:a Avenue. quite 7
• • • I
4PR FiRbles. Florida 33134
Iep.T-XWS921-93.qt-I••••
•
•
14,mw(e91) 677-3254
• . • •
• ••
(70NTIkACTOR7,. • •
• • •
•
•
PROJECT ENGINEER
GREEN COASTALENGINEERIN:
CA 33313
2301 Laguna Cir, Suite 1505
North Miami, FL 33181
Tel: (786) 583-5545
SEAL. / SIGNATURE / DAM.
ONIp10
• �1
�.041TIP
'4
��•��ORIOVrP.•G�?
zi��//a ONA ;\
PERMIT DRAWINGS
Issue # Issue Date
( October 4, 2019
1 PROJECT: 18-8280 CLI-2018-0311, 1
PROJECT LOCATION R
NOTES
ET No
S-1
•
1420 NE 101 ST
SEAWALL
'
REPLACEMENT
PROJECT
Miami Shores, Florida
CLIENT:
MS. LISA ALLEN
-)VAL
1 ...—m. . •c •. a . �'n. . e sc
1420NE 101 ST
NAIVE
Miami Shores, FL 33138
ENyIRONMENTA.. COWSULTANT:
•
DATE 1 j 0
iJ
CQMV�TINI: • J�;C
3404QrtiQ�a Avenue, Suite 7 •. •
\ `rJ
CowLQ%bles, Florida 35134 •
,���
T�I, L105}921-93;4 • • • •
•
Fa:•(* 0•5) 677-3M4• • • ... •
CiO CTOR. • e • • • • .:.
•
•
Nov 20,19
DC-PAR
ppitea r^�. F�ry l�C�Tp fir, �)� yy A�p�
�J/90O lr' � m74GRi
NY1Y(;jil_
...`�
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••:.:• •
R£S@�r;�E�11Ja6jA
/
PROJECT ENGINEER:
n204'-8"
\
i19T-1
1 "
GREEN COASTAL ENGINEERING
�39'-9"
CA 33313
2301 Laguna Cir, Suite 1505
(3) EXISTING MOORING EXISTING CONCRETE
North Miami, FL 33181
EXISTING RIP
PILES TO BE REMOVED T-PILES AND BATTER
Tel: (786) 583-5545
RAP TO BE /
REMOVED
0
0 000"'
PILES TO BE REMOVED.
SEAL / SI��O 0j"jpATE
,///
EXISTING CONCRETE
EXISTING CONCRETE
EXISTING PVC �
\
\\ -VONJ
///
T-PILES, KING AND
T-PILES AND BATTER
EXISTING SEAWALL PIPE 21 LF
��N -'N1
CENS�•�1ry i
-A-PROPERTY
BATTER PILES TO BE
REMOVED.
PILES TO BE REMOVED.
AND SEAWALL CAP FROM WEST
ALONG ENTIRE
PERTY
\ �,
O '
No
=
SHORELINE LINE TO BE /I
* ,
(
TO BE REMOVED.
REMOVED.
.— V
Ail
Ut
N
PRC�PF:RTI LINE
P OF EXISTING CAP _ I
VEL.
PERMIT DRAWINGS
A
B +4.70' NGVD C p
zI
-4
S - 4 _5 � _
N.I�
Issue # Issue Date
( October 4, 2019
UNAUTHORIZED PVC PILE AND
EXISTING LADDER, AND YxY x
INSTALL TEMPORARY HORSCH LARSSEN
DAVIT PAD TO BE REMOVED �
2250-700 OR SIMILAR STEEL SHEET PILES
RER - NAT RESOURCES Di'lISIOi�l'`
PRIOR TO EXISTING SEAWALL DEMOLITION
I G TO PREVENT EROSION IN TO BAY.
EXISTING CONDITIONS
N PPROVAL
PROJECT: 18-8280 CLI-2018-0319
-14 0 VE 101 S1 -
NAME
1liami Sl7w.c.. F1
SATE � I
EXISTING CONDITIONS
SCALE: AS SHOWN
16
SHEET NO.
S-2
N SCALE: 1/16" = 1"
1420 NE 101 ST
SEAWALL
REPLACEMENT
PROJECT
i ) E Q --1 )
Miami Shores. Florida
CLIENT:
MS. LISA ALLEN
1420 NE 101 ST
Miami Shores. FL 33138
ENYIRONMENTA:. CONSULTANT:
�
CO1V.S��TINC•�
;' � `
DVI. i'.1i1?���
,�� h�VI\ IVP11 \dl\i,� 116•J Fd i.t iiV LoJ ✓+�. �.,
• •
34/0A4i$4r�a Avenue. Suite 7 •••
Z i pL�l 16lFBta! oR P'`ai A j�i frJi�;�L I
Cor0I.Cjoliles. Florida 3S134 .
J
T%�3s5)• 121-93:1 • ; • • .
Fj�:.(305)677-32!54••�•
�Qpin� —
..•.
DATE
�F..
i�EPc'4I�T1l�2
PROJECT f:NGINFER:
AND ECONG 2C: LESOURCE3
NATURAL RESOURCES DiVISION
RER • NAfJRA,,1RESOURCES DIVISION
GREEN COASTAL ENGINEERING
j \ H PPROVAL
CA 33313
NA ME
2301 Laguna Cir, Suite 1505
DATE ' �
North Miami, FL 33181
Tel: (786) 583-5545
SEAL / SIGNATURE / DATE
NEW 1-Y DIA. LIME ROCK RIP TO
BE PLACED AT A 2H: IV SLOPE
NEW TRUEL[NE 800 SERIES 8 FEET MAX. FROM WET FACE OF
\\�X 4:10NIO*
SEAWALL WITH REINFORCED
TOP OF NEW CAP CONCRETE SEAWALL CAP.NEW SEAWALL ALONG 204'-8" OF
EL. +'7.50 NGVD PROPERTY SHORELINE.
\
\�\ Q' • �GENS� ;4yy ��
N
-
����SS•YONAL���.
o I
PERMIT DRAWINGS
PROPER I 1 LI\L
Issue # Issue Date
S_5
October 4, 2019
DOURGLASS ROUND SOIL NAILS $'-0" RETURN NO SOILI
Iz OR SIMILAR ANCHORS AT 8' O.C. PROPOSED CONDITIONS NAILS REQUIRED ''I
5'-0" RETURN NO SOIL -14 0 VE I �)I
'r ^,
I
NAILS REQUIRED 1 %lclllll .S'11U1'c's, F'/ I
PRO.IEC'T:18-8280 CLI-2018-0319
Ic_ GI
I G
PROPOSED CONDITIONS
I
SCALE: AS SHOWN
SHEET NO.
0 d. H.
S-3
N SCALE: 1/4" = P,
EXISTING CONCRETE
BATTER PILES & RING
PILES TO BE REMOVED
EXISTING CONCRETE SEAWALL PANEL
AND SEAWALL CAP TO BE REMOVED.
EXISTING CONCRETE
T-PILE TO BE REMOVED.
O
I IT 1\I)
A
INSTALL TEMPORARY HORSCH
LARSSEN 2250-700 OR SIMILAR S-4
STEEL SHEET PILES PRIOR TO
EXISTING SEAWALL DEMOLITION
TO PREVENT EROSION IN TO BAY. C) ti' vy�?
a,
EXISTING SEAWALL CONDTIONS 1
INSTALL TEMPORARY,
HORSCH LARSSEN .'
2250-700 OR SIMILAR
STEEL SHEET PILES PRIOR/�-
TO EXISTING SEAWALL
DEMOLITION TO PREVENT V
EROSION IN TO BAY. / ,
EXISTING CONCRETE
SEAWALL PANEL AND
SEAWALL CAP TO BE
REMOVED.
EXISTING CONCRETE
T-PILES AND BATTER
PILES TO BE REMOVED.
10'
INSTALL TEMPORARY HORSCH —j
LARSSEN 2250-700 OR SIMILAR ��E,� �"nI ki
STEEL SHEET PILES PRIOR TO r��I °�n�at �' ;��-1—NAL
e4C •� Y 1 ✓-\ B
EXISTING SEAWALL DEMOLITION
TO PREVENT EROSION IN TO BAY. NAME
D kkTE I I I
EXISTING SEAWALL CONDTIONS 2
S-4
SCALE: 3/8" = 1'-0" Z�Ij
3'
DEPARITMFENT OF UGULATORY
AND ECOi\rOij"'''C RE (: URC:E5
NATURAL RE —SOURCES DIVISION
EXISTING CONCRETE
SEAWALL CAP TO BE
REMOVED.
EXISTING SEAWALL SECTION A
SCALE: 3/8" = F-0" S_L}
TOP OF EXISTING CAP
'- / EL. +4.70' NGVD
EXISTING CONCRETE
SEAWALL PANEL, AND
KING, BATTER & T-PILES
TO BE REMOVED.
m MHW LINE
EL. +1.70' NGVD
® MLW LINE
EL. -0.50' NGVD
EXISTING RIP RAP TO BE
REMOVED AS NECESSARY
FOR CONSTRUCTION OF NEW
SEAWALL. REUSE ON
SHORELINE AFTER NEW
CONSTRUCTION.
SCALE: 3/8" = F-0" S_L�
EXISTING CONCRETE SEAWALL
c CAP TO BE REMOVED.
31
Zx
X/\fir
6' ,'TO
///' / SEAWALL
�,� WETFACE
INSTALL TEMPORARY\'.
HORSCH LARSSEN
2250-700 OR SIMILAR ;.
STEEL SHEET PILES PRIOR
TO EXISTING SEAWALL
DEMOLITION TO PREVENT
EROSION IN TO BAY. '
TOP OF EXISTING CAP
EL. +4.70' NGVD
EXISTING CONCRETE
SEAWALL PANEL,
T-PILES AND BATTER
PILES TO BE REMOVED.
m MHW LINE
EL. +1.70' NGVD
m
C
® MLW LINE
O0 — EL. -0.50' NGVD
NAME
DATE
EXISTING SEAWALL SECTION B
SCALE: 3/8" = P-0" S-4
ES DIVISION
1420 NE 101 ST
SEAWALL
REPLACEMENT
PROJECT
Miami Shores, Florida
CLIENT:
MS. LISA ALLEN
1420 NE 101 ST
Miami Shores, FL 33138
ENVJRONMENTAL• CONSULTANT:
OCF4W- ••*0*'
c(wNJ�TIN �.E
34011d+► XV Avenue, Suite 7 ..
Coro PAIes, Florida 33134
Te%105 021-934- • • s • • •
Fri s3a677-3234
oo. ••
CO jt�&TOR:. •• •• •.; •
•• •••0
PROJECT ENGINEER:
GREEN COASTAL ENGINEERING
CA 33313
2301 Laguna Cir, Suite 1505
North Miami, FL 33181
Tel: (786) 583-5545
SEAL / SIG DATE
`\`00NIO Af
�y p ,
pJE OF 1W
.t�Pt 0
II11
PERNUT DRAWINGS
Issue # Issue Date
10 October 4, 2019
PROJECT:18-8280 CLI-2018-0319
EXISTING SEAWALL
SECTIONS
SCALE: AS SHOWN
SHEET NO.
S-4
EXISTING CONCRETE EXISTING CONCRETE ' ER - NAT FEsour.-
SEAWALL CAP AND T-PILES AND BATTER c.� FPRITJ`i; RULINE 800 SERIES 12" (TYPICAL)
SEAWALL PANEL TO PILES TO BE REMOVED.
BE REMOVED. r'E -
01
10, — ,— ,
T < _,�_ -T �T— l- l r 17—�T--,-- --T
00
cc
NEW REINFORCE
CONCRETE SEAWALL CAP GEOTEXTILE
USE CLEAN BACKFILL PER FBC STANDARDS S'S
or
IN ALL AREAS BEHIND NEW SEAWALL.
PROPOSED SEAWALL CONDITIONS 4
USE CLEAN BACKFILL PER FBC SCALE:%"
STANDARDS IN ALL AREAS
INSTALL TEMPORARY HORSCH C BEHIND NEW SEAWALL.
LARSSEN 2250-700 OR SIMILAR NEW REINFORCED CONCRETE SEAWALL CAP
STEEL SHEET PILES PRIOR TO rj 24" W x 16" L, 3- #5 CONTINUOUS REBAR EACH
S-5 v+ FACE. #3 STIRRUPS 10' C/C 2-#5 x 24 REBAR
EXISTING SEAWALL DEMOLITION a '°� �� b z BEHIND EACH ANCHOR, 3/4" CHAMFERED EDGE.
TO PREVENT EROSION IN TO BAY. �'.�"
NUV 1 4 20-119 I `O � 2 TOP OF NEW CAP
EXISTING SEAWALL CONDTIONS 3 _ — — — EL. +7.50' NGVD
SCALE: 3/8 F-0" S-5 � EPARTMFHNT OF BEG -AT _ - IT
ANEL®ia1GIVIv R�,0,0URC I 1=III—I I o NATURAL MSOunCEv 'iviS_ WEI I S 1 El I I— SEAWALL WET -FACE TO BE FLUSH
—
III=III=I _ 8" ALONG PROPERTY SHORELINE AND
EXISTING SEAWALL CONCRETE P TO BE I I _= I I i 4'-10" WILL NOT EXTEND GREATER THAN 12
INCHES WATER -WARD OF PREVIOUSLY
REMOVED. EXITING SEAWALL WET -FACE.
—1 I I=1 11=III=1 M11
AMETER BLUE MARLIN
ANCHOR III=1 11- WEEP HOLES TO BE INSTALLED INR
TOP OF EXISTING CAP DURGLASS ROUND SOIL 1 -III—III EACH PANEL, 10 FEET O.C. MAX,
EL. +4.70' NGVD NAILS OR SIMILAR n 8'-0" _I I I=I I I=I I I f6" ABOVE MLW LINE
(TYPICAL). -i I MHW LINE
EXISTING CONCRETE I -III I I I I EL. +1.70' NGVD
�N�; SEAWALL PANEL, ANCHOR INSTALLED PER b m
X 4/'-10 TO 2'-2" T-PILES AND BATTER MANUFACTURER'S SPECIFICATIONS TO -
/!SEAWALL PILES TO BE REMOVED. ACHIEVE A FACTORED PULLOUT
WET FACE CAPACITY OF 3200p1f.
m MHW LINE m MLW LINE
EL. +1.70' NG V D ^ - EL. -0.50' NG V D
�, TRULINE 800 SERIES 5000 PSI CONCRETE
#10 GFRP BARS PER CELL
TRULINE DRIVEN AND FILLED WITH
INSTALL TEMPORARY CONCRETE TO LIMEROCK
m MLW LINE
HORSCH LARSSEN EL. -0.50' NGVD
2250-700 OR SIMILAR �� I I MUDLINE m
STEEL SHEET PILES PRIOR
TO EXISTING SEAWALL EL. -3.30' NGVD - -
DEMOLITION TO PREVENT %�� I I c
EROSION IN TO BAY. I I 8MAX
CONCRETE FILL MUST EXTEND T
LIMEROCK 8" NEW 18"-24" DIA. LIME
ROCK RIP -RAP TO BE
��w �'ft.�l�lr2'-0" PIN PILE TOE 1.875" PLACED AT A 2H:1 V
� �I OVA�� I-#10GFRPBARINTO CLEAR SLOPE8'MAX FROM WET
0VAL DRILLED HOLE COVER FACE OF NEW SEAWALL
- ALONG ENTIRE
EXISTING SEAWALL SECTION C ATE PROPOSED SEAWALL SECTION D PROPERTY SHORELINE.
SCALE: 3/8" = F-0" S_5 SCALE: 3/8" = 1'-0" S-5
1420 NE 101 ST
SEAWALL
REPLACEMENT
PROJECT
Miami Shores, Florida
CLIENT:
MS. LISA ALLEN
1420 NE 101 ST
Miami Shores, FL 33138
ENV IRONMENTAIP CONSULTANT:
ccq .VL'TIN(g4LE
340,1�Q Lca Avenue, Suite 7
• •
• .
Coraj Pibles, Florida 33134
Tet43057921-9344 ,
• •.
.,
Fad- (II j 677-32V - •' •
•
CQWT"ACTOR:.•••••
••:
•.
•..•
PROJECT ENGINEER:
GREEN COASTAL ENGINEERING
CA 33313
2301 Laguna Cir, Suite 1505
North Miami, FL 33181
Tel: (786) 583-5545
SEAL / SIGN / TE
�\�OONIO /�i
i
80011
OF ,
%i 1010Y'
//��lllllll\\\0
PERMIT DRAWINGS
Issue # Issue Date
(1 October 4, 2019
PROJECT:18-8280 CLI-2018-0319
EXISTING & PROPOSED
SEAWALL SECTIONS
NO.
S-5
•
B .4
C% P L A N DS
TRULINE 800 SERIES 5000 PSI
CONCRETE 1- #10 GFRP BAR PER
CELL TRULINE DRIVEN AND FILLED
WITH CONCRETE TO LIME -ROCK.
USE CLEAN BACKFILL PER FBC
STANDARDS IN ALL AREAS
BEHIND NEW SEAWALL.
7NEW
7t�, REINFORCED 14
CONCRETE CAP
DEPFrI OF 6iEC�l�s �eTC1fi
TYP. RETURN WALL DETAIL 5 NATURAL. � E QL:,R EF_ DI` I IL, �
SCALE: %" = F-0" S-6
FIBROI JS JOINT
FILLER OR SIMILAR
NEW COLD C'ONCRI: IT CONTROL.
JOINTS. SPACED AT APPROXIMATELY
50' O.C. ACROSS NEW SEAWALL CAP
d ° • ° d - s . �
d .
NEW CONCRETE . d•
• ° • SEAWALL CAP_ —
NEW TRULINE
SEAWALL.
CONCRETE CONTROL JOINT DETAIL%6*\
NOT TO SCALE IQS-6
TRULINE 800 SERIES 5000 PSI CONCRETE
2- # 10 GFRP BARS PER CELL
TRULINE DRIVEN AND FILLED WITH
CONCRETE TO LIMEROCK
MUDLINE m
EL. -3.30' NGVD -
CONCRETE FILL MUST EXTEND TO
LIMEROCK
T-0" PIN PILE TOE
1410 GFRP BAR INTO
DRILLED HOLE
1420 NE 101 ST
SEAWALL
REPLACEMENT
�I PROJECT
Miami Shores, Florida
C11��1 ctlP.ido1 R i@i i9►�+` CLIENT:
WkME MS. LISA ALLEN
DATE ICA 1420 NE 101 ST
Miami Shores, FL 33138
ENVIRONMENTAL. COVULTANT:
0 AN.
CQ�1kCTIN%LLC
34Q ylftca Avende, Suite 7 •
NEW REINFORCED CONCRETE SEAWALL CAP CorlGables, Florida 33134
24" W x 16" L, 3- #5 CONTINUOUS REBAR EACH Fa.TdI: 3tl) 67 -9344 �•�� �..
Fax: ('3U3) 677-32g1
FACE. 43 STIRRUPS 10" CIC 245 x 24 REBAR of _ ... •
BEHIND EACH ANCHOR, 3/4" CHAMFERED EDGE. CWNjZ4kCTOR: • •
TOP OF NEW CAP
EL.+7.50'NGVD �•� ;•••:. •••• .
." -III=III= ••..
PROJECT ENGINEER..
=1 I I► I I -1 I I I I ��
III—� GREEN COASTAL ENGINEERING
CA 33313
III=1 I RER • NATU L RESOURCES DIVISION 2301 Laguna Cir, Suite 1505
_ R4PPRUML North Miami, FL 33181
1—III Tel: (786) 583-5545
III —I 1 I NAME SEAL / SIGNATURE / DATE
I -III- DATE � jONIp
r �� ENSF'•+
i T F ' V/
- �11111111
PERMIT DRAWINGS
Issue # Issue Date
8" (D October 4, 2019
1.875"
CLEAR
COVER
PROPOSED SEAWALL SECTION E
SCALE: 3/8" = P-0" S-6
PROJECT:18-8280 CLI-2018-0319
PROPOSED SEAWALL
SECTIONS AND
CONTROL JOINT DETAIL
NO.
S-6
•
NOTE: THE FOLLOWING SPECIFICATIONS ARE FOR STEEL REINFORCED TRULINE WALL SYSTEM. FOR GROUP REINFORCED WALLS SEE CALCULATIONS.
TRU Ll N E� ENGINEERING SPECIFICATIONS TRU Ll N Eo ENGINRei fNGdSP Crete wiA4 ONS
Rebar
The Innovative Hybrid Sheet Piling System The Innovative Hybrid Sheet Piling System
Notes:
The tables that follow are the recommended values for factoredREINFTABLE 7: 800 Series -Factored Moment Capacities* (in-Ibs/ft width of wall) -Reinforced Sections 4 Rebar
• ' • Units 800 Series structural moment capacities and corresponding bending stiffnesses of
Factored Moment Capacities
See tables 1, 4 and 7
withl, 2 and 4 rebar
for data.
Bending Stiffness
See tables 2, 5 and 8
withl, 2 and 4 rebar
for data
Factored Shear Capacities
See tables 3, 6 and 9
for data
Truline sections filled with reinforced concrete. The tabulated values
were computed for a range of concrete compressive strengths and
reinforcement options. The factored moment capacities were
determined from nonlinear moment vs. curvature behavior computed
using I -Pile 2012 software. The nominal moment capacities were
determined when the maximum compressive strain in the concrete
reached .003 in/in. The reported ultimate (factored) moment
capacities were computed by multiplying the nominal moment
capacity by a strength reduction factor of 0.65. The reported
bending stiffnesses are for moment levels equal to the ultimate
moment capacity and are for cracked sections. This method for
Bar Size
Concrete Compressive Strength, f'c psi
3,000
3,500
4,00
4,500
5,000
No.4
95,900
100,900
104,900
108,100
109,900
No. 5
127,100
132,800
138,100
143,100
147,700
No. 6
161,200
167,900
174,100
179,800
185,300
No.7
201,600
209,100
216,200
222,800
229,000
No.8
248,200
256,600
264,500
271,900
278,900
determining moment capacities for the Truline/Reinforced Concrete *As stated on page 1• the reported ultimate (factored) moment capacities were computed
sections was validated by the actual lab test (page 7). hr mtdtiplring the nominal moment capacity br a strength reduction factor o'0. 6
WITHOUT• Units 800 Series Factored shear capacity is nominal shear capacity of the concrete and
---- -- the Truline form reduced by a strength reduction factor of 0.75. TABLE 8: 800 Series - Bending Stiffness (lb-in2/ ft width of wall) - Reinforce ections 4 Rebar
Allowable Moment aPP arent* ft • Ibs/ft 4 427
Per ACI 318-08 Section 11.4.6.1 shear reinforcing steel is not typically
required by the Truline system since the section depth is less than 10
Allowable Shear- lb/ft
6,313
inches and the walls typically have shear loads well under 50% of
the factored shear capacity without steel. If in the rare case the shear
Section Modulus theoretical
34
load exceeds this threshold, minimum shear reinforcing steel should be
3
apparent' in /ft
16.6 1
added per ACI 318-08 standard.
Moment of Inertia I, theoretical in'/ft
136
I- apparent*
66
°
Based on full scale performance test by Architectural Testing, Inc.
Report #70174.01-1 22-44, not theoretical calculations (page 8).
Bar Size
Concrete Compressive Stre 'c psi
3,000
3,500
4,000
4,500
5,000
No.4
234,820,000
239,000,000
242,900,000
246,235,000
249,500,000
No.5
309,785,000
317,402,000
323,775,000
330,000,000
334,400,000
No.6
383,022,000
394,125,000
404,646,000
413,000,000
420,000,000
No.7
459,000,000
475,658,000
489,700,000
501,500,000
511,750,000
No.8
537,000,000
558,815,000
576,993,000
592,869,000
606,500,000
Truline's allowable moment, for applications not filled with rein-
forced concrete, is based on section properties that were deter -
GENERAL SPECIFICATIONS Units 800 Series mined using full scale performance testing rather than theoretical TABLE 9: 800 Series -Factored Shear Capacity/ft width* -Reinforced Sections 4 Rebar
rnlndntinnc- Thic is n rnncervntivta nnnrnnrh thnt nrenunts for the
U-Channel Section Depth in 8 viscoelastic behavior of the material that determines its mechanical
-- - properties. It results in a value that the design engineer can be
U-Channel Section Width in 12 confident in without applying excessive factors of safety.
-
Vt + VF
Concrete Compressive Strength, f, psi
3,000
3,500
4,000
4,500
5,000
lb/ft
8,000
8,260
8,516
8,740
8,950
Nominal I nlCKness ,n V.[/ All pile sections must be tilled with gravel or other material such as - *As stated on page 1. the reported factored shear cupwitiey- ere computed br
soil, sand, pebble, etc. to ensure the web is fully supported and the niultiplring the nominal shear capacitr In- a swength reduction factor of 0.75.
Weight Ibs/ft 7.1 shear load is transferred from flange to flange by the fill material
Shear load must be applied by continuous beam or waler on the
Modulus of Elasticity Psi 380,000 face of the wall. V'
800 Series - Rebar Placement - Reinforced Sections 4 Refzar
Tensile Strength psi 6,300 t I (theoretical) is moment of inertia as calculated for the shape and
adjusted to a per foot basis.
Design Strength*°° psi 3,200 T CiLa
a I (apparent) is moment of inertia determined experimentally by a
full scale test and measuring the deflection of the wall. This is the
Impact Strength in Ibs 850.2 value for moment of inertia that would predict the deflections that OT 0 0 0 0 0
Material: Proven, durable co -extruded rigid vinyl were measured across a range of known loads. This number is also
material formulated for exterior weatherability and high adjusted to a per foot basis.
impact resistance. The outer layer is a UV -resistant virgin '°° Based on published data by US Army Corps �r i der 0 0 0 0
vinyl compound. The inner layer is post-industrial recycled #ERDC/CRREL LR-03_1L
-19is "`✓✓✓
j vinyl. See page 5 for recycled data. r'` I
For comparative purposes, the total material icknes d , 1g9
-Vn narrunn� ofam� kinJ i.s madras to the suimhitinafTrtdina• hat a purtirui�r
appluatiun,n dra•n•.ntr. nhwinrddu•ra tr:rna. c,r�r..ntr�t,rrge•.ei�rmda•r,.gira•rr should be -doubled -due to the Truline double wall design. ,_„�•,.o._o --
' RER • NATU .AL ESOURGty L►..".. F. 'i ?,r":�1 1l1'' O, I`r=EII�Tf31 Y r,rr. .r spr �. a r+nr ar,n-r, ayl�,)P(t11�
IJ �D 1. r.a♦ ' atrva va�d a�LVV�iv�s�v
PROVAL hip � � evi .. .....A161 'J A P�a'ayAL
www.fruline.us � e a' d a. a a c . o d
r ✓, i n' ❑
page f lal�i�at;-�..__e •_Fi ��'1?3S9F.�1+�•,r, r,..ur.a,,,,,,,,J Pe 4 of 8 9
DATE �
1420 NE 101 ST
SEAWALL
REPLACEMENT
PROJECT
Miami Shores. Florida
CLIENT:
MS. LISA ALLEN
1420 NE 101 ST
Miami Shores. Fl, 33138
ENV IRONMEN"I'AlsC'ON�UL"FANT:
OGLAN'• ;•••••
CgA9UVTINC•tLLC
••
';*!Dean••••
••!•
340.Wirrarca Aventlh. S *it*
•
•
Coral Gab•Ils. Florida 31134
• •
•
Te4r(TM221-93,W •
i••
•�
Faz:'(*3e1) 677-3251 • • • •
'
�
CjiRA TOR: •• •
•
66
PROJECT ENGINEER
GREEN COASTAL ENGINEERING
CA 33313
2301 Laguna Cir, Suite 1505
North Miami, FL 33181
Tel: (786) 583-5545
SEAL / SI Tql-E
A
�� pN o Hq
0.ftwoll
r ,
STATE OF
ONIA%-
PERMIT DRAWINGS
Issue # Issue Date
October 4, 2019
PROJECT: 18-8280 C1.1-2018-0319
TRUELINE VINYL SHEE
PILE SPECIFICATIONS
NO.
S-7,1
NOTE: THE FOLLOWING SPECIFICATIONS ARE FOR STEEL REINFORCED TRULINE WALL SYSTEM. FOR GROUP REINFORCED WALLS SEE CALCULATIONS.
TRULINE`
The Innovative Hybrid Sheet Piling System
ENGINEERING SPECIFICATIONS
Reinforced Concrete with 1 Rebar
TRU Ll N E� PRODUCT SPECIFICATIONS
The Innovative Hybrid Sheet Piling System
TABLE 1: 800 Series - Factored Moment Capacities* (in-lbs/ft width of wall) - Reinforced Sections 1 Rebar
Bar Size
Concrete Compressive Strength, f'c psi
3,000
3,500
4,000
4,500
5,000
No.4
41,300
42,500
43,400
44,200
44,700
No.5
43,100
44,600
45,600
46,400
47,100
No.6
52,300
56,100
58,100
59,600
60,800
No.7
56,900
63,500
69,100
73,400
75,800
No.8
59,800
67,600
74,700
81,000
86,600
No.9
62,300
70,500
78,300
85,600
92,400
No.10
65,000
73,800
82,000
89,900
97,500
No.11
67,500
76,800
85,300
93,600
101,600
No.14
73,200
82,900
92,300
101,400
110,000
* As stated on page 1, the reported ultimate (factored) moment capacities here computed
fir multip/ring the nominal moment capaciq• by a strength reduction factor of 0.65.
TABLE 2: 800 Series - Bending Stiffness (lb-in2/ ft width of wall) - Reinforced Sections 1 Rebar
Bar Size
Concrete Compressive Strength, f', psi
3,000
3,500
4,000
4,500
5,000
No.4
64,920,000
67,370,000
69,380,000
71,080,000
72,560,000
No.5
68,430,000
71,100,000
73,310,000
75,170,000
76,790,000
No.6
81,460,000
84,950,000
88,160,000
90,900,000
93,280,000
No.7
96,350,000
100,210,000
103,770,000
107,100,000
110,350,000
No. 8
111, 380,000
115,960,000
120,110,000
123,910,000
127,450,000
No. 9
125, 280,000
130,780,000
135,620,000
140,090,000
144,140,000
No. 10
140,620,000
147,160,000
153,050,000
158,290,000
163,130,000
No. 11
154,500, 000
162,020,000
168,900, 000
175,050,000
180,630,000
No.14
181,660,000
191,420,000
200,140,000
208,040,000
215,310,000
TABLE 3: 800 Series - Factored Shear Capacity/ft width* - Reinforced Sections 1 Rebar
V, + Vf
Concrete Compressive Strength, f'� psi
3,000
3,500
4,000
4,500
5,000
Ib/ft
8,000
8,260
8,510
8,740
8,950
_PARTS: 800 Series
Part Part No.
12" wide
Boo
8- deep
Name
U-Channel
(1 2" wide x 8" deep)
(304.8mm x 203.2mm)
Female End Cap
801 (Attaches to the last
installed u-channel or radius.)
Male End Cap
802 (Attaches to the first
u-channel prior to installation.)
803
804
22.5a Radius
Recycled
Content %
Post -Industrial Recycled
Material Content % by Wt
- Installed Mix 92.5%
92.5 %
Note that since the u-channel
accounts for the vast majority
of pounds used for any given
installation, assuming no cross
ties are used, the recycled
88.7 % content for the mix of products
used in a typical wall is
essentially the some as the
recycled content of the
89.8 % u-channel itself. .
93.3 %
f'
Cross Tie 98.0
805 5° Radius
CONFIGURATIONS - r
NAMEI
START Attach Male End Cap with screws DATE
1 to 1 st U-channel prior to driving -
*As stated on page 1, the reported factored shear capacities were computed by
multiplving the nominal shear capaciti ht• a strength reduction fiuror of 0. 75.
800 Series- Rebar Placement- Reinforced Sections 1 Rebar
Mob
� I
o o 4 2019
DEPAR 61iJ€:N, f OF t%1; ;Lla� 7 RY
Amm Er,
- I www.truline.us
it,
2 Continue adding U-channels or
radius parts to create wall
NPyI `/L r3�`J�S:�I�i�E 1 Q WW.truline.us
page 2 of 8 3a t „' ,. , , m.,4 ,,T III
l
I �P11-1 ,. nn., �, d��. w�cv��..,T,
93.5 %
-K i'VIVISIVOLVICOLORS
(top view) Three standard colors
(below) or a custom color.
Colors shown provide only
77 an example and are not
1 exact matches. Sample
chips are available upon
request.
i
Light Gray
IG,P-0t)
Optional: Add a return
I
wall by attaching a Male
End Cap to the wall
Sand
(SA-02)
END
3
Beige
Install Female End Cap
(M-03)
onto the last U-channel
rrl-. •�nwl l�v.l 1-.ws+..l l.�nr�ra ey l`tl�l^pI,
!ll-I� IYI11 \dl \S'1L 1\LVi,/iJl\Nf�V I.d IJ
PsiI� l
IrI/II71 A ov A PE)"3f 1.
-a!
s eaa Omla
page 5 of 8 pppp qq
N IkVE
, DO ai Y . :: . . \O.
/NM5I
1420 NE 101 ST
SEAWALL
REPLACEMENT
PROJECT
Miami Shores. Florida
CLIENT:
MS. LISA ALLEN
1420 NE 101 ST
Miami Shores, Fl, 33138
ENVIRONMENTAL GONSVI-TANT:
RINe
0Cso
CO11��1QV• LTING, LC.
iY�oo• o••••
�'
340 yji;p`C�� venue.. Suite 7
•
Coral �i les. Florida 33184
�•
Tel: f305) %J-9344• o
••
•,
Fax: (IMT.77-3254 006"
'
oom-
.-
00
•.
COWJKR� WOR: 0..0.0
00
•0000.
0
0 0
•
•
• • :••0••
000
it
••:0.•
•
•
PROJECT ENGINEER:
GREEN COASTAL ENGINEERING
CA 33313
2301 Laguna Cir, Suite 1505
North Miami, FL 33181
Tel: (786) 583-5545
SEAL / Sk�0V I[to
�E 1Y
•r
� r
680011,
1
�i ARIVP,r���
s/®IVA►- �e
)i1111I1\W
PERMIT DRAWINGS
Issue # Issue Date
Q October 4, 2019
1 PROJECT: 18-8280 CLI-2018-0319 1
TRUELINE VINYL SHEE
PILE SPECIFICATIONS
KALE: AS SHOWN
MEET NO.
S-7,2
Miami Shores Village
Building Department
10050 NE 2 Ave
Miami Shores FL 33138
Permit NO. WSW-11-19-2759
Type: Retaining Walls/Seawalls
worwass: Seawall
Permit Status: Approved
Issue Date: 12/17/2019 Expires: 06/15/2020
INSPECTION REQUESTS: (305)762-4949 or log on at https:llbldg.msvfi.gov/energov_prodiselfservice
Requests must be received by 3:30pm
WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM
SATURDAY 8:00AM - B:OOPM.
NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS
BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY .
NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE
READILY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND
EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR
EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION
POST ON SITE
1132050230050
Owner's Name: ELIZABETH ALLEN Owner's Phone:
Job Address: 1420 NE 101 ST ST Total Square Feet: 0
Miami Shores, FL 33138 dotal Job Valuation: $ 199,574.00
Contractor(s) Phone Address
CASE MARINE CONSTRUCTION INTERI (305)613-4241 429 LENOX AVE, MIAMI BEACH, FL 33139
Description: INSTALLATION OF NEW CONCRETE PANEL SEAWALL, NO MORE THAN 12" WATERWARD OF EXISTIN
SEAWALL. ALSO PROPOSES TO INSTALL NEW CONCRETE BATTER PILES AND A NEW CONCRETE SEALWALL CAP
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF
COMMENCEMENT.
Page 1 of 1
INSPECTION RECORD
STRUCTURAL
INSPECTION
DATE
INSP
Foundation
Stemwall
Slab
Columns (1st Lift)
Columns (2nd Lift)
Tie Beam
Truss/Rafters
Roof Sheathing
Bucks
Interior Framing
Insulation
Ceiling Grid
Drywall
Firewall
Wire Lath
Pool Steel
Pool Deck
Final Pool
Final Fence
Screen Enclosure
Driveway
Driveway Base
Tin Cap
In -Progress
Roof Installation
Roofing Final
Shutters Attachment
Final Shutters
Rails and Guardrails
ADA compliance
DOCUMENTS
Soil Bearing Cert
Soil Treatment Cert
Floor Elevation Survey
Reinf Unit Mas Cert
Insulation Certificate
Spot Survey
Final Survey
Truss Certification
STRUCTURAL COMMENTS
WINDOWSDOORS
INSPECTION DATE INSP
Attachment
WORKSPUBLIC
INSPECTION DATE INSP
Excavation
ELECTRICAL
INSPECTION DATE INSP
Temporary Pole
30 Day Temporary
Pool Bonding
Pool Deck Bonding
Pool Wet Niche
Underground
Footer Ground
Slab
Wall Rough
Ceiling Rough
Rough
Telephone Rough
Telephone Final
TV Rough
TV Final
Cable Rough
Cable Final
Intercom Rough
Intercom Final
Alarm Rough
Alarm Final
Fire Alarm Rough
Fire Alarm Final
Service Work With
ELECTRICAL COMMENTS
INSPECTION DATE INSP
Final Sprinkler
Final Alarm
PLUMBING
INSPECTION
DATE
INSP
Rough
Water Service
2nd Rough
Top Out
Fire Sprinklers
Septic Tank
Sewer Hook-up
Roof Drains
Gas
LP Tank
Well
Lawn Sprinklers
Main Drain
Pool Piping
Backflow Preventor
Interceptor
Catch Basins
Condensate Drains
HRS Final
PLUMBING COMMENTS
MECHANICAL
INSPECTION DATE INSP
Underground Pipe
Rough
Ventilation Rough
Hood Rough
Pressure Test
Final Hood
Final Ventilation
Final Pool Heater
Final Vacuum
MECHANICAL COMMENTS
BUILDING
PERMIT APPLICATION
ME BUILDING ❑ ELECTRIC
Miami Shores 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
❑ ROOFING
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS: 1420 NE 101st Street
"01KIVEE,
OV11 9/jOij
^(
F 1BC� n20
Master Permit No. V V S V v— I IH I q
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City: Miami Shores County: Miami Dade Zia: 33138
Folio/Parcel#: 11-3205-023-0050 Is the Building Historically Designated: Yes NO NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Matthew A Ilan eL -eAk"ph h Q�,t�2Phone#:
Address: 1420 NE 101st Street
City: Miami Shores
State: FL Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
�'CPs�Co� j�C'T'(C) Go • u j�^ p� n + �- 7 I
CONTRACTOR: Company Name: T C N 1 r b1�XL� 1 E �• � Phone#: w r) G L34M l
Address: >
City: ? IM V fSttate: ' � Zip:
Qualifier Name: T �dCA1 w Phone#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Dynamic Engineering Solutions, Inc. c/o Mr. John Omslaerphone#: (954) 545-1740
Address: 351 S. Cypress Road, Ste 303 City: Pompano Beach State: FL Zip: 33060
Value of Work for this Permit: $ � . �7Y6 Square/Linear Footage of Work: +/- 2001inear feet
Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition
Description of Work: Installation of new concrete panel seawall, no more than 12" waterward of exisiting seawall. Also
proposes to install new concrete batter piles and a new concrete seawall cap.
Specify color of color thru tile:
qz,-, ."d
Submittal Fee $ i 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
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. A
Signature Signatu
or AGENT
CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged beforemethis
2'1fi day of . 20 k' , by 19f))1 _ day of Nov , 20 � 1 by
f Cad&Ao AU4 who is personally known to S V� who is personally known to
me or who has produced TJif JV&t) b OW -be as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
NOT
- i
..A2 Q2
Seal:
............. JUSTINA S. NANES
Notary Public - StatedFlurida
APPROVED BY
(Revised02/24/2014)
Seal:
did take an oath. Fl�e
,
.•ssroy
•; G� RCH24do iN
C STAh. ati
s�Ncrv1011�#t
i!!i!#iti!!##i#itiii###iii\i#i#itti!!##!ii##!#i#ii!#i!###ii#iii#iiii
&mdMthrough Nalinwl y ,
Plans Examiner I� I Zoning
t' rl Structural Review
Clerk
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: WSW-11-19-2759
Permit Type. Retaining Walls/Seawalls
Work Ciossiftcotion: Seawall
Permit status: Approved
Issue Date: 01/13/2020 1 Expiration: 10/12/2021
Location Address Parcel Number
1420 NE 101ST ST, Miami Shores, FL 33138 1132050230050
Contacts
ELIZABETH ALLEN Owner KEARNS CONSTRUCTION COMPANY Contractor
1290 NE 102 ST, MIAMI SHORES, FL 331382618 CHARLES SWANSON KEARNS
Mobile: 7864237016 lisaguancill30@gmail.com 4101 BRAGANZA AVE, MIAMI, FL 33133
Inspection Requests:
Description: INSTALLATION OF NEW CONCRETE PANEL Valuation: $ 199,574.00 Ins 762 4949
SEAWALL, NO MORE THAN 12" WATERWARD OF EXISTING
SEAWALL. ALSO PROPOSES TO INSTALL NEW CONCRETE Total 5q Feet: 0.00
BATTER PILES AND A NEW CONCRETE SEALWALL CAP.
Fees
Amount
Application Fee - Other
$50.00
CCF
$120.00
Change of Contractor
$110.00
DBPR Fee
$89.81
DCA Fee
$59.87
Education Surcharge
$40.00
Permit Fee
$5,937.22
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Structural Review ($90)
$90.00
Technology Fee
$149.68
Total:
$6,690.58
Building Department Copy
Payments
Date Paid
Amt Paid
Total Fees
$6,690.58
Credit Card
11/19/2019
$50.00
Check # 3507
12/17/2019
$6,530.58
Credit Card
04/12/2021
$110.00
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, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certi that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulati0q constructioixand zoning\ Futhermore, I authorize the above named contractor to do the work stated.
re: Owner / Applicant / Contractor / Agent Date
April 12, 2021 Page 2 of 2
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: WSW-1 1 -19-2759
Permit Type: Retaining Walls/Seawalls
Work Ciossificatforr: Seawall
Issue Date: 01/13/2020
Location Address Parcel Number
1420 NE 101ST ST, Miami Shores, FL 33138 1132050230050
Contacts
Expiration: 07/ 13/2020
ELIZABETH ALLEN Owner CASE MARINE CONSTRUCTION Contractor
1290 NE 102 ST, MIAMI SHORES, FL 331382618 INTERNATIONAL LLC
JOSEPH WOODWORTH
429 LENOX AVE, MIAMI BEACH, FL 33139
Business: 3056134241 joey@caseconstructionco.us
Description: INSTALLATION OF NEW CONCRETE PANEL Valuation: $ 199,574.00 Inspection Requests:
SEAWALL, NO MORE THAN 12" WATERWARD OF EXISTING li65-762-4949
SEAWALL. ALSO PROPOSES TO INSTALL NEW CONCRETE Total Sq Feet: 0.00
BATTER PILES AND A NEW CONCRETE SEALWALL CAP.
Fees
Amount
Application Fee - Other
$50.00
CCF
$120.00
DBPR Fee
$89.81
DCA Fee
$59.87
Education Surcharge
$40.00
Permit Fee
$5,937.22
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Structural Review ($90)
$90.00
Technology Fee
$149.68
Total:
$6,580.58
Payments
Date Paid Amt Paid
Total Fees
$6,580.58
Credit Card
11/19/2019 $50.00
Check # 3507
12/17/2019 $6,530.58
Amount Due:
$0.00
Building Department Copy
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, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above named contractor to do the work stated.
1/13f7—C�
Authorized Signature: Owner
/ Applicant / Contrac)or / Agent
Date
January 13, 2020 Page 2 of 2
Miami Shores Village f Zi_:
I(z;I �
BUILDING
PERMIT APPLICATION
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FB 20
Master Permit No. RC-5-18-118
Sub Permit Now _ - 1 l — l 9
BUILDING ❑ ELECTRIC M ROOFING
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS:1420 NE 101 STREET
❑ REVISION ❑ EXTENSION []RENEWAL
Q CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
33138
Folio/Parcel#:113ZU5UZjUUt)U Is the Building Historically Designated: Yes NO
Occupancy Type: Load: � �I Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 1d1ATTH EW ALLF NI 3056732847
Address:1420 NE 101 STREET
Ciiy:
1d20 CIF 101 STREET �,.,e. FLORIDA Zip: 33138
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name: KEARNS CONSTRUCTION COMPANY Phone#: 305.461.0310
Address: 2550 S BAYSHORE DR STE 206E
City:
MIAMI State: FL gyp; 33133
Qualifier Name:
CHARLES KEARNS Phone#: 786.295.1717
— -
State Certification or Registration #: CGC060194 Certificate of Competency #: N/A
DESIGNER: Architect/Engineer: Phone#:
FLOMOA
Address: City:
State Zip:
Value of Work for this Per.^.^.:i:
Type of Work: ❑ Addition ❑ Alteration
Description of Work:
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
scanning Fee $
Radon Fee $
Square/Linear Font:�,a of W^•k' -
0 New ❑ Repair/Replace ❑ Demolition
CCF $ CO/CC $
DBPR $
Notary S
Technology Fee $ Training/Education Fee $ Double Fee $
Structura!
Bond 1i
TOTAL FEE NOW DUE $ _
!,^_':=j02/24/2014)
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
Tip
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. 1 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."
a
Notice to Applicant: As a condition to the issuance of a building permit with an estimated valye'ljrceeding $25W, the dpplicpnt must
promise in good faith that a copy of the notice of commencement and construction lien brochure will be delivered to the person
whose property is subject to attachment Also, a certified copy of the recorded notice of 96prfthcement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is Iss I 'the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing Instrument was acknowledged before me this
2 day of MIL_ 20 , by
G who is personally known to
me or who has produced «u l —cekn , as
identification and who did take an oath.
NOTARY PUBLIC:
CONTRACTOR
The forego instrument was acknowledged before me this
20• y' day of dOV'�ri 20 , by
who I personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
G
Sign:
Sign:
Print: 0•
Print: ?,
-:
Seal:
Seal:
AURA ALZA
T;2023
W COWSSION N G33
EXPIRES:ApW 11
Puftftm
APPROVED BY
Plans Examiner
Structural Review
"ftry ftft State of Flaricia
• YuwleidY De La Caridad
Vazquez Suarez
OF ON * Carmt g3= HH 033993
###
Zoning
Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
10050 NfInd Avenue
Mimi Shores, Ronda 33138
Tel: (305)795.2204
Fax; (305) 756.8972
CHANGE OF CONTRACTOR / ARCHITECT
Permit N. '01aS01-11-19-2 50
Owner's Name jFre Siomnple Title Holder,. M�ATi VII-i.': AND ELIZA SETH ALLEN Phone #:
Owners Address, 1290 NL 102_TFsEET
78H-423- 0T6
OW 1MLAMI ,4.1QRr - Sore : � to Ogrf,-t Zip Cade -_ms Aii
job Address AOfwhcrc wm* i% t%eing d-oneb: 14X !NE 1011 STREET -
City: -- _ _Miami Shores __ State ---Florida zip Code- _ 3..il3a
CAIJV MARINE CONSSTR:LIE`T DN IN U-NNI TI1�4K�4�1�JiC
Corftraetor's Company Name -
Addr��-
Cif 4d1AMb BLACK State: FLOW-C-A == Zip Code: 331�'�—
Lir. Number.`- `ram
Quahl�r-r'sN�me:.JC`.z"..�-'►la�'":�f--�`►•.��°t}! _ ° �- -
Arc hitecd€npinecr of Record NanreZ NAMI_G E-Nt-;1N L FRING S-OLLM- n-- JS INN Phone' 305-921-9344
Address: :� htly�Ri.;A AU1=MiJE. �I_flfiC 7 City- --
CORAL GABLES State, rL01410A Zip Code: iio3+t
Describe Work —
INSTALLAT10N OF NFIW 9Ea 01ieI I
305 6113-4241
I hereby certify that the work has been abandoned and/or the contractor/architect
is unable or unwilling to complete the contract. I hold the Building Official and the
Miami Shores harmless of all legal involvement.
Signature Signature --
Cc rm=r cr Ar¢Frta
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&5<O clay of .i' ZOIrsy� Ally [MI5 �r-v day of �JOV([t- r 20 bb I'y J1 p
Who ,s persnnaily Known to one or who his produced
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Notary Public,
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who a a nicav who has produtcd
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