HomeMy WebLinkAboutEngineer's Field Observation Report & Final Close outYJA CATq
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MATHERS ENGINEERING
CORPORATION
Memo
To: Plan Reviewer
Co: St Lucie Co. Building Dept.
2300 Virginia Avenue
Fort Pierce, FL 34982
2431 SE Dixie Hwy
Stuart, FL 34996
Phone: (772) 287-0525
Email: mathersengineers@bellsouth.net
From: Holly Mathers
Pages: SEE ATTACHED
Fax: Date: 10/20/2020
Re: Oceanrise Condominium Phone:
10310 S. Ocean Drive, Jensen Beach
Concrete Restoration
Permit #SLC 2003-05091
❑ Please Reply' X Mailed ❑ Hand Delivered ❑ Faxed Only ❑ Faxed and Mailed
Enclosed is 1 signed and sealed engineer's field observation report #2 and
Final Close -Out for the concrete restoration permit #SLC 2003-0509
for Oceanrise Condominium
Thank you,
Holly
This message is intended only for use of the individual or entity to which it is addressed, and may contain
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MATMERS ENGINEERING
CORPORATION
2431 SE Dixie Highway
Stuart, FL 34996
Phone: (772) 287-0525
EB#0004456
Post-BuildinLy Permit Addendum Engineer's Field Observation Revor
Date: October 19, 2020
To: St. Lucie County Building Department
2300 Virginia Avenue
Fort Pierce, FL 34982
Referenced Project: Concrete Restoration for Exterior Balconies
for Oceanrise Condominium
Stack 1 Unit Numbers ((101, 201, 301, 401, 501, 601 and 701)
10310 S. Ocean Drive, Jensen Beach, Florida 34957
Contractor: DMF Construction
312 S. Old Dixie Hwy.
Jupiter, FL 33458
Permit #2003-0509
Mathers Engineering Corporation, visited the job site and made the following observations of the
ongoing concrete restoration and repairs of exterior balconies:
Stack #01 Balconies:
• Unit 101: Concrete restoration has been completed.
• Unit 201: Concrete restoration has been completed; guardrails have been re -installed. Shutters
have not yet been re -installed.
• Unit 301: Concrete restoration has been completed; guardrails have been re -installed. Shutters
have not yet been re -installed.
• Unit 401: Concrete restoration has been completed; guardrails have been re -installed. Shutters
have not yet been re -installed.
• Unit 501: Concrete restoration has been completed; guardrails have been re -installed. Shutters
have not yet been re -installed.
• Unit 601: Concrete restoration has been completed; guardrails have been re -installed. Shutters
have not yet been re -installed.
• Unit 701: Concrete restoration has been completed; guardrails have been re -installed. Shutters
have not yet been re -installed.
F
T. 2431 SE Dixie Highway
4A W19 Stuart, FL 34996
Phone: (772) 287-0525
MATHERS ENGINEERING EB#0004456
CORPORATION
Limitations:
Our professional services have been performed, our findings obtained, and our opinions prepared in
accordance with general accepted lengneering principles and practices. This company is not
responsible for the conclusions, opinions or recommendations made by others based on our findings.
Approved by:
P'011 MgTAx
4t; /� P ,19658 •;N
William J. Mathers, Pe STATE OF =
Florida License PE #1� �•, ��0R10P-,•�����
Florida SI #155 �X.�Fss,
DNA L
.y
MATHERS ENGINEERING
CORPORATION
FINAL CLOSE-OUT ON RESTORATION WORK
Date: October 20, 2020
To: St. Lucie County Building Department
2300 Virginia Avenue
Fort Pierce, FL 34982
2431 SE Dixie Highway
Stuart, FL 34996
Phone: (772) 287-0525
EB#0004456
Referenced Project: Concrete Restoration for Common Walkways and Exterior Balconies
(decks, beam & columns)
For Stack 1 Unit Numbers (101, 201, 301, 401, 501, 601, and 701) for
Oceanrise� Condominium
Located ai 10310 S. Ocean Drive, Jensen Beach, FL 34957
Contractor: DMF Construction
312 S. Old Dixie Hwy., Jupiter, FL 33458
Permit No. 2003-0509
The completed concrete restoration did not reduce the structural integrity of the remaining existing
structural systems and, therefore, a requirement to upgrade them by this permit was not warranted.
Existing building's components and elements outside the renovation area of this permit do not have their
current wind load resistant capacity or gravity load capacity compromised by the completed concrete
restoration.
Mathers Engineering Corporation performed onsite inspections as the job progressed. Repairs did not
require shoring.
As the demolition exposed areas of exterior concrete deterioration and steel corrosion of the exterior
balcony deck, we initiated and inspected restoration work such as concrete preparation, steel
reinforcement restoration, and application of bonding agents, and finished concrete applications. The
enclosed Record Drawing (Sheet 1) shows the areas of repair for Stack 1 and is made part of this final
close-out document approval under Permit Number 2003-0509.
Materials used and work performed to date has been substantially completed in conformance with the
specifications outlined in the IRCI Guideline No. 03 73 0, as well as the applicable 2017 Florida Building
Codes, 6th Edition (and updates), other industry guidelines, or standard engineering practices.
Approved by,
William J. Mathejl
J = Mq
19658
020(0 .
STATE OF ;
: Q
Florida License #1 S;'�C ORIOP;G���!;: �
Special Inspector FL
1
//lllllll\
COLUMN REPAIR+
Cll 84'x 8'x 6'
BEAM (LINTEL) REPAIR;
B11 116'x 8'x 6' or 9,67 FT,
REBARS:
TOTAL DOWELS = 4
NEW BARS,
#4 BARS = 124' or 10.33 L.F.
#5 BARS = 168' or 14.0 L.F.
LIVING ROOM
OCEANRISE —STACK 1 UNIT 101
CONCRETE DECK RESTORATION,
1. EDGE REPAIR; 204'x
12'
2. EDGE REPAIR: 265'x
12'
BEAM (LINTEL) REPAIR:
3, EDGE REPAIR: 12' x
12'
Bl; 12'x 12'x 4'
4, FULL DEPTH; 180'x
4'
TOTAL CHARGE =
12 FT
5, PARTIAL DEPTH, 14' x
96'
6, PARTIAL DEPTH, 10' x
18'
4'-0'
7. PARTIAL DEPTH, 10' x
8'
8, PARTIAL DEPTH, 29' x
23'
9. PARTIAL DEPTH, 8' x
8'
COLUMN REPAIR,
C2
Cli 21'x 8'x 4' @ BOT,
C2; 18'x 8'x 4' @ BOT.
9
DECK REPAIRS
TOTAL DOWELS = 3
;
NEW BARS:
(15)#4 EDGE BARS @ 120' =
1800'
(1)#4 PERP. BAR @ 18' = 18'
TOTAL #4 BARS = 1818' OR
151,5'
LIVING ROOM
CONCRETE DECK REPLACE
1, FULL DEPTH: 192
DECK REBARS:
TOTAL DOWELS = 20
NEW BARS;
(45)#4 HORZ, BARS @ 10'
TOTAL #4 BARS = 450 F
BEAM (LINTEL) REPAIR:
Bll 12'x 12'x 4'
TOTAL CHARGE = 12 FT
l a .
e. •
e
.e z
4•
' +�
i
i
•e
•.e...
a:
12'-4'
♦
IVING ROOM `u
8' $1.
0 ' • as a , a
l0 NQ. �.j•
.e..•.
EXIST, DECK REMOVED & a.
REPLACED WITH'l NEW DECK..,
{ + n. -a
1T-0's .I
OCEANRISE —STACK 1 UNIT 201
CONCRETE DECK RESTORATION,
1, EDGE REPAIR: 204'x 12'
2, EDGE REPAIR: 265x 12'
3. FULL DEPTH; 192'x 12'
4, FULL DEPTH; 253''x 4'
5. PARTIAL DEPTH, 37' ix 25'
COLUMN REPAIR:
C1: 29'x 7'x 6' @ BOT,
C21 41'x 14'x 4' @ BOT,
C3: 24'x 34'x 6' @ BOT.
DECK REPAIRS
TOTAL DOWELS = 10
NEW BARS,
(15)#4 EDGE BARS @ 120'i= 1800'
TOTAL #4 BARS = I800' R 150'
LIVING ROOM
BEAM (LINTEL) REPAIR:
Bl; 12'x 12'x 4'
TOTAL CHARGE = 12 FT
4'-0'
1T-0' r 17'-0'
OCEANRISE — STACK 1 UNIT 501 OCEANRISE — STACK 1 UNIT 601
1, EDGE REPAIR, 204'x 12'
2, EDGE REPAIR; 265'x 12'
3. EDGE REPAIR: 12' x 12'
4. FULL DEPTH; 180'x 4'
5, FULL DEPTH; 261'x 4'
6, PARTIAL DEPTH; 12' x 72'
7. PARTIAL DEPTH; 8' x 8'
8, PARTIAL DEPTH; 12' x 16'
COLUMN REPAIR,
C1: 20'x 8'x 4' @ BOT,
C2; 48'x 10'x 8' @ BOT,
DECK REPAIRS
TOTAL DOWELS = 2
NEW BARS,
(15)#4 EDGE BARS @ 120' = 1800'
(2)#4 PERP. BAR @ 27' = 54'
TOTAL #4 BARS = 1854' OR 154.5'
LIVING ROOM
BEAM (LINTEL) REPAIR,
B1; 12'x 12'x 4'
TOTAL CHARGE = 12 FT
OCEANRISE — STAC'K 1
CONCRETE DECK
RESTORATION;
1, EDGE REPAIR,
204'x
12'
2, EDGE REPAIR:
180'x
12'
3, EDGE REPAIR,
12' x
12'
4, PARTIAL DEPTH: 12' x
12'
COLUMN REPAIR,
C1; 24'x 12'x 4'
@ BOT,
C2116'x 10'x 4'
@ BOT,
C31 36'x 12'x 6'
@ BOT,
C4118'x 18'x 4'
@ BOT,
DECK REPAIRS
TOTAL DOWELS =
3
NEW BARSI
(12)#4 EDGE BARS
@ 120' =
1440'
TOTAL #4 BARS
= 1440' OR
120'
LIVING ROOM
O
3
cu
6 17'-0' L
OCEANRISE — STACK 1 UNIT 701
CONCRETE DECK RESTORATIONI
1,
EDGE REPAIR;
204'x
12'
2.
EDGE REPAIR;
265'x
12'
3.
EDGE REPAIR;
12' x
12'
4,
EDGE REPAIR;
36' x
12'
5,
FULL DEPTH;
186 x
4'
6,
FULL DEPTH;
249'x
4'
7.
FULL DEPTH;
28' x
4'
8.
PARTIAL DEPTH:
12' x
12'
9,
PARTIAL DEPTH;
16' x
12'
10,
PARTIAL DEPTH,
12' x
12'
COLUMN REPAIR:
C1;
36'x 10'x 6` @ BOT.
DECK
REPAIRS
TOTAL
DOWELS = 8
NEW BARS:
(15)#4
EDGE BARS @
120' =
1800'
TOTAL #4 BARS I= 1800' OR
150'
at
d
LIVING ROOM
BEAM (LINTEL) REPAIR,
Bl; 12'x 12'x 4'
TOTAL CHARGE = 12 FT
1T-0'
OCEANRISE — STACK 1 UNIT 401
STACK 1
BALCONY
REPAIRS
1 2 3 4 5 6 7 8 9 10
OCEANRISE - KEY MAP
HATCH REPAIR LEGEND,
IT
i, FULL DEPTH
e
2, PARTIAL DEPTH
® 3, EDGE REPAIR
4, OVERHEAD CEILING
NOTE:
THE MAJORITY OF RESTORATION WORK ON SITE CONSISTED OF CONCRETE AND
STEEL REINFORCEMENT. (REPLACING DETERIORATED REBAR WITH EQUIVALENT
REBAR SIZES, SHAPES, ETC... ALL REINFORCEMENT REPAIRED WAS REPLACED WITH
A REBAR OF SAME SIZE OR AS MODIFIED BY ENGINEER OF RECORD. ANY NEW
BARS INSTALLED WERE ChromX 9100 Grade 100 (MMFX),
NOTE:
CONCRETE RESTORATION WAS DONE IN SUBSTANTIAL ACCORDANCE WITH THE
PREVIOUSLY SUBMITTED PRE -BUILDING PERMIT DOCUMENT AND ICRI GUIDELINES
(AS REPRESENTED IN DETAILS 1, 2, & 3) ORIGINALLY SUBMITTED BY MATHERS
ENGINEERING CORPORATION AND DATED APRIL 30, 2020..
WORK OUTSIDE OF THE SUBMITTED DOCUMENTS WAS COMPLETED USING STANDARD
ENGINEERING PRACTICES TO ACCOMMODATE FIELD CONDITIONS.
OTE: FINAL SIZE OF REPAIRS FOR BALCONY DIMENSIONS VARIED AN[
WERE DETERMINED AFTER INITIAL DEMOLITION HAD TAKEN PLAC
ST. LUCIE COUNTY BUILDING DEPARfiMENT PERMIT # SLC 2003-0509
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DATE REVISIONS
10.19.20 CLOSE-OUT
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DRAWN
B.S.D.
CHECKED
W.J.M.
DATE
MARCH 3, 2020
SCALE
NOT TO SCALE l
JOB NO.
3599-01
SHEET
1