HomeMy WebLinkAbout21020383 PAPERWORKI
Code compliance Division
2300 Virginia Avenue
Ft Plerce, FL 34982
Phone: (772) 462-1553 Fax: (T72) 462-1148
City/State/Zip
Permit Page I
Zoning Lot #
Future Land Use I Residential Medium = Subdivision I Block =
APPLICATION INFORMATION Add Building Application >>
ApplicationType [Master Permit w/subs Status lVold
Acflvity Type Confirnnation
Other - Specify
Permit Type lCommercial Renovatio Date Applied Taken By
Location Date Issued Issued By
Manual Valuation Date Finaled Finaled By
6CEANIDR
JobAddress 15�90t Expiration
CONTACT INFORMATION Add Application Contact >>
tractor
Name
Name
Wdress
ate/Zip
Email
Open Contractor
Registration Form
Phone F(561) 871-5888 F
Fax
Mobile
Pager
:SUB TRADE PERMITS Attach Sub Trade Permit >>
Sub -Trade Permit # Sub Trade Permit Status
20070276 PermitType jElectrical Taken By
20070276 EP Contractor 117619 1 Issued By
Company I E W G ELECTRIC INC Finaled By
Owner/ Buildier Date Applied Finaled
Sub -Trade Job' Description Issued Expiration
CONSTRUCTION INFORMATION
Unitsri WoM Floors = Buildings # Bedrooms # Bathrooms
Total Sq. Ft. Minimum Flood Elevation Flood Map Flood Zone
FCC
Job Description
NOC Required E] NOC Received E] Drivemy Permit
Setbacks (Actual) in Feet ---1 Right Side --]
Front F0-00--] BackFo oo � Left SkIeFo oo FO 00
T�
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FIL 34982
Phone: (772) 462-1553 Fax: (772) 462-1148
Permit Page 1
—] F—
Address OCEAN BLDA � (Unit#)
City/stafle/zip IJENSEN BEACH FFL Owner(s) I
Parcel # 13535-701-0000-000/4 1 jurisdictionEstwu—cle County I Zoning Lot#
Future Land Use I Residential Medium I Subdivision
Block
AdditionalInfo 1. BE SURE THAT REPAIRS ARE BEING WORKED ON 1 BUILDING ONLYO#9490 2. MUST HAVE FINALAS
I BUILT SURVEY ON FILE PRIOR TOOFINAL INSP.
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FIL 34982
Phone: (772) 462-1553 Fax: (772) 462-1148
Permit#: SLC- 20060177 Conf M
Issued: 07/2012000
Job Location: 9490 OCEAN DR
Jurisdiction: St. Lucie County
Parcel: 3535-701-0000-000/4 Subdiv:
Owner: OCEAN TOWERS CONDOMINIUM ASSOC, INC,
INSPECTION CARD
Type: Commercial Renovation
Double Fee: No
City: JENSEN BEACH
Lot: Block:
Flood: Elev: Flood Map: N/A
Project:
JobDescription: REPAIR ON CONCRETE BALCONIES &WALKWAYS
Contractor PHILIP ROSS TRIMBLE TRIMBLE CONTRACTING INC (561) 871-5888
Property Owner OCEAN TOWERS CONDOMINIUM ASSOC, INC,
9490 OCEAN DR S BUD A I JENSEN BEACH I
Setbacks Left: 0.00
Inspection Notes:
Permit # Status PT Cert #
20070276 Vol EP 17619
Permit # Roo Description
20060177 100 Threshold/Affidavits
(Legacyinspection)
20060177 999 Final Inspection
(LegacyInspection)
Right: 0.00
SUB -PERMITS
Front: 0.00
Rear: 0.00
DBA Owner I Builder Job Description
E W G ELEMIC INC
INSPECTIONS - For Requests, Call: (772) 462-1261
Pr Date Schad. Res Description
0
2
Insp Datelnsp.
MOSBY ANDASSOCIATES., INC.
61wmak9p <9V&Za-&
2455 14th Avenue
Post Office Box 6368
Vero Beach, Florida 32961-6368
Telephone: 561-569-0035 - Facsimile: 561-778-3617
February 13, 2001
Mr. Joe Cicio
Building Department
St. Lucie County
2300 Virginia Avenue
Fort Pierce, FL 34982-5652
Subject: Ocean Towers Condominiums
Building Permit Nos. 99444W & 20060177
St. Lucie County, Florida
Engineer's Project No. 00-220
Dear Mr. Cicio:
This letter shall serve as certification that Mosby and Associates, Inc. has been providing the
required Threshold Inspections for the concrete restoration project for the subject project since
1999. Enclosed are copies of the inspection reports for your records.
Should y.�ave any questions regarding the above subject, please call.
1111116FAII
cc: Mr. Jose Vasquez
Mr. Phil Trimble
MAR 1
St, Lucie Cou tY Public Works
MOSBY AND ASSOCIATES, INC.
CONSULTING ENGINEERS
2455-14TH AVENUE
VERO BEACH, FLORIDA 32960
PHONE 561-569-0035
FAX 561-778-3617
PROJECT NLTMBER 00-220
COPY/FAXTO OCEANTOWERS
V(PHILTRIMBLE 5LJ i'�'
OCEAN TOWERS
INSPECTION REPORT
DATE01-05-01
FOREMAN PHIL TRIMBLE
CONTRCTOR TRIMBLE CONTRACTING
INSPECTED, ANGEL MIRANDA
WORK INSPECTED
BULIDING —8
r K,,�� 409
WEATHER Sunny
MI—
JOSE VASQUEZ 9'�Q-Ikn
1#pages --- A ---------
Inspected deck reinforcing for balcony of units 409. The reinforcing inspected was found
e in accordance with the desiqn documents with the followino eXCeDtions-
1 Existing concrete chairs to be removed or bar coated.
��. Minor touchup of bar coating needed to be done prior to concrete pour.
3. All safety precautions must be taken while job is in Droaress.
a Countv P,, i
ACTION REQUIRED ___j
See Above
PROJECT NUMBER 00-220
MOSBY AND ASSOCIATES, INC.
Copy/FAX To OCEAN TOWERS
CONSULTING ENGINEERS 5(
2455-14TH AVENUE PHIL TRIMBLE
4
VERO BEACH, FLORIDA 32960
D)
JOSE VA SQUEZ Z2-q-?o
PHONE 561-569-0035
FAX 561-778-3617 /CD
4 N ges
OCEAN TOWERS
INSPECTION REPORT
DATE12-21-00 BUILIDING B
FOREMAN PHIL TRIMBLE UNITS 209
CONTRCTOR TRIMBLE CONTRACTING UNITS
INSPECTED ANGEL MIRANDA WEATHER Cloudy
WORK INSPECTED
Exposed reinforcing
Inspected deck reinforcing for balcony of units 209. The reinforcing inspected was found
to be in accordance with the design documents with the followiing exceptions.
-- 1. Concrete chairs needed to be added to raise reinforcing from deck.
:i.-Existing reinforcing at east door with lose of section needed to be removed and
spliced to new reinforcing.
3. Two foot bar needed to be epoxy doweled at southern edge of balcony.
P—� (C� I -=:�l I I \V/ 15 �')
I
r� ---71
2 21!0)l_j
ACTION REQUIRED St. Lucie C.- 31,1C VVolks I
See Above
<�2
INSPECTOff
MOSBY AND ASSOCIATES, INC.
CONSULTING ENGINEERS
2455-14TH AVENUE
VERO BEACH, FLORIDA 32960
PHONE 561-569-0035
FAX 561-778-3617
pRoJECTNUMBER 00-220
COPY/FAX.TO OCEAN TOWERS
P TRIMBLE
HIL
OCEAN TOWERS
INSPECTION REPORT
DATE 11 -1 -00
FOREMAN PHIL TRIMBLE
CONTRCTOR TRIMBLE CONTRACTING
IKIQD��T�n ANGEL MIRANDA '
WORK INSPECTED
JOSE VASQUEZ
BULIDINGB
UNIT 2nd floor walkway
UNITS
WEATH6
Inspected deck reinforcing walkway level 2. The reinforcing inspecleu were found to be in
accordance with the design documents with the following exceptions -
Concrete chairs needed to be lowered to southern side ot walkway to prevent
reinforcing from being to high.
2. Concrete chairs needed to be lowered to northern side of walkway to prevent
reinforcing from being to high.
'A All rlphriQ np�riq fn hp r-lpnrp.ri nff fnrm rfpr.k nrior to concrete pour.
Quantities of
ACTION REQUIRED
See Above
2nd floor
MU
m
e COUNY Publ-ic W01'KS
St . LUCI
i—NSp—ECTOR
PROJECT NUMBER 00-220
MOSBY AND ASSOCIATES, INC. COPY/FAX TO OCEAN TOWERS
CONSULTING ENGINEERS
2455-14TH AVENUE PHIL TRIMBLE
VERO BEACH, FLORIDA 32960 CS;(0
�-LUNJOSE VASQUEZ
-XIES-) B)
PHONE 561-569-0035
FAX 561-778-3617
OCEAN TOWERS
INSPECTION REPORT
DATE11-1-00 BULIDING B
FOREMAN PHIL TRIMBLE UNITS 2nd floor walkway
CONTRCTOR TRIMBLE CONTRACTING UNITS '
INSPECTEDANGEL MIRANDA WEATHER SUNNY
WORK INSPECTED
Exposed reinforcing
Inspected deck reinforcing walkway level 2. The reinforcing inspected were found to be in
accordance with the design documents with the following exceptions.
-T.Concrete chairs needed to be lowered to southern side of walkway to prevent
reinforcing from being to high.
2. Concrete chairs needed to be lowered to northern side of walkway to prevent
reinforcing from being*to high.
3. All debris needs to be cleared off form deck prior to concrete pour.
Quantities of repairs: 2nd floor walkway: 697 sq. ft. of full depth repair.
ACTION REQUIRED
See Above
INSPECTO
I -
pROjFCT NUMBER 00-220
MOSBY AND ASSOCIATES, INC. COPY/FAX TO OCEAN TOWERS
CONSULTING ENGINEERS PHIL TRIMBLE 541
2455-14TH AVENUE
VERO BEACH, FLORIDA 32960
ED
JOSE VASQUEZ
PHONE 561-569-0035
FAX 561-778-3617
OCEAN TOWERS
INSPECTION REPORT
DATE10-17-00 BULIDING B
FOREMAN PHIL TRIMBLE UNITS 216
CONTRCTOR TRIMBLE CONTRACTING UNITS
INSPECTED ANGEL MIRANDA WEATHERSUNNY
WORK INSPECTED
Exposed reinforcing
Inspected deck reinforcing for balconie of units 216. The reinforcing inspected were found
Co be in accordance with the design documents with the following exceptions.
1. Concrete chairs needed to be added to raise reinforcing from deck.
Balcony 216: 288 sq. ft. of repair.
I Fn) E—; CC- Al \v/ L-2�- I j I
MAR
qt 1; ',4;1� public Works
ACTION REQUIRED
See Above
INSPECT 02��
co
PROJECTNUMBER 00-220
MOSBY AND ASSOCIATES, INC.
COPY/FAX TO OCEAN TOWERS
CONSULTING ENGINEERS
2455-14TH AVENUE PHIL TRIMBLE
VERO BEACH, FLORIDA 32960 (5&1)
JOSE VASQUEZ 7z-zq-8(fb
PHONE 561-569-0035
FAX 561-778-3617
EF:
OCEAN TOWERS
INSPECTION REPORT
DATE10-10-00 BULIDING 13
FOREMAN PHIL TRIMBLE UNITS 216, 516, 616, & 3rd floor walkway
CONTRCTOR TRIMBLE CONTRACTING UNI
INSPECTED ANGEL MIRANDA WEATHER SUNNY
WORK INSPECTED
Exposed reinforcing
Inspected deck reinforcing walkway level 3 and balconies for units 216, 516, and 616.
-fh-e
reinforcing inspected were found to be in accordance with the design documents
with the following exceptions.
1. Concrete chairs needed to be added to southern side of walkway to raise reinforcing
from deck.
2. Concrete chairs needed to be lowered to northem side of walkway to prevent
reinforcing from being to high.
3. Touchup of bar coat needed to be done to existing reinforcing.
Quantities of repairs:: 3rd floor walkway: 213 sq. ft. of surface repair.
379 sq. ft. of full depth repair. 11 sq. ft. of edge repair.
-9-a-Icony
616: 26 sq. ft. of edge repair.
Balcony 516: 1-28 sq. ft. Of fUll dGPth FOP air-�.
Balcony 216: 288 sq. ft. of demolition.
Ila A5- /=,o 17.7 4�P4e
ACTION REQUIRED
MAR
See Above
(-,Ouniy Public WOIKS
IWjl!'ECT0 V
MOSBY AND ASSOCIATES, INC.
CONSULTING ENGINEERS
2455-14TH AVENUE
VERO BEACH, FLORIDA 32960
PHONE 561-560,0035
FAX 561-778,3617
PROJECT NUMBER 00-220
COPY/FAX TO OCEAN TOWERS
OCEAN TOWERS
INSPECTION REPORT
DATF:9-27-00
FOREMAN PHIL TRIMBLE
CONTRCTOR TRIMBLE CONTRACTING
INSPECTED ANGEL MIRANDA
WORK INSPECTED
Exposed reinforcing
BULIDING B
I Imn-CZ816 & 316
WEATHERSUNNY
PHIL TRIMBLE
JOSE VASQUEZ
Inspected deck reinforcing of unit 816 & 316. The reinforcing inspected were found to be
in accordance with the desiqn documents with the followina exceDtions.
1. Sufficient clearance is required under all existing reinforcing that has been excavated
onor to new concrete Dour.
2. Existing exposed reinforcing to be sandblasted and bar coated.
-T—All existing reinforcing that has insufficient cover needs to be replace with new
4. All safety precautions must be taken while job is in Proaress.
ACTION REQUIRED
...............................
PROJECT NUMB 00-220
MOSBY AND ASSOCIATES, INC. COPY/FAX TO OCEAN TOWERS
CONSULTING ENGINEERS
2455-14TH AVENUE PHIL TRIMBLE
VERO BEACH, FLORIDA 32960
JOSE VASQUEZ
PHONE 561-569-0035
FAX 561-778-3617
.............................. . . . .
OCEANTOWERS
INSPECTION REPORT
9-14-00 B
Dr�TE SULIDING
FOREMAN PHILTRIMBLE UNITS 5th floor walkway
Z;ONTRCTOR TRIMBLE CONTRACTING UNITS
[Nf�PECTED S)ANGEL MIRANDA WEATHER SUNNY
..........
VVORK INSPECTED
Exposed reinforcing
inspected deck reinforcing walkway level 5. The reinforcing inspected were found to be in accordance
w ith the design documents with the folloWng exceptions.
1 Concrete chairs needed to be added to raise reinforcing from form.
2 Touchup of bar coat needed to be done to e)dsbng reinforcing.
3 All safety precautions must be taken while job is in progress.
nra�'l
ICULSI.
ACTION REQUIRED
See Above
INSPE7 . 6'R
................ . .......
MOSBY AND ASSOCIATES, INC.
CONSULTING ENGINEERS
2455-14TH AVENUE
VERO BEACH, FLORIDA 32960
PHONE 561-569�13M
FAX 561-778-3617
8-10-00
FOREMAN PHIL TRIMBLE
PROJECT NU1,1BE 00 0
COPY/FAX TO
OCEANTOWERS
INSPECTION REPORT
CONTRCTOR TRIMBLE CONTRACTING
INSPECTED B�ANGEL MIRANDA
WORK INSPECTED
Exposed reinforcing
BUILIDING B
STACKS 16
111PIrw,
WEATHER SUNNY
OCEAN TOWERS
PHIL TRIMBLE
056 )
JOSEVASQUEZ 22q—f(6
V li: /6--� 0GU
1 Feg-as - j - - - - - -
Inspected deck reinforcing of stacks 16. The reinforcing inspected were found to be in accordance with
the design documents with the following exceptions.
1. Sufficient clearance is required under all e)dsdng reinforcing that has been excavated prior to new
concrete pour.
2. E)dsting exposed reinforcing to be sandblasted and bar coated.
3. All existing reinforcing that has insufficient cover needs to be replace with new reinforcing. Epoxy
new reinforcing into existing slab, wall, or column,'with a -minimum of five inch embed.
4. All safety precautions must be taken while job is in progress.
r
ACTION REQUIRED
See Above
q
umT NUMBB:� 316
INSPECTED ON; �
BALCONY FINISH: — COATING CARPET
x TILE
—STONE
HURRICANE SHUTTER: YES x NO
STRUCTURAL CONDITION:. —SEVERE DAMAGE x
L40DERATE DAMAGE
—MINOR DAMAGE —NO
DAMAGE
—NEEDS FURTHER INVESTIGATION
LE<04D k FULL DEPTH REPAIR
B. SURFACE SPALL SLAB (3- MAX)
C. SURFACE SPALL BELLOW (3- MAX)
D. CRACK IN CONCRETE COLUMN
E. PREVIOUSLY REPAIRED AREA
OUANTITIES:
1. FULL DEPTH REPAIR CU.
FT.
2. SURFACE SPALL: SLAB 7 So.
FT.
3. SURFACE SPALL OVERHEAD 50.
FL
4. CRACK IN CONCRETE COLUMN im7 CU.
FT.
COL 63 . 12 . 4
SOFFITT 9 X 12 X 3
3CEAN TOWERS BALCONYO INAMOSBY � ASSOCIATES, INC.
CONDOMINIUMS CONST+RUCTI
2� - � A�
RETORATION IXACK K�A
JENSEN BEACH. FLORIDA I
UNCT NULqBER 216
MPECTE) ON -
BALCONY FINISH: X COATING . CARPET
TILE — STONE
HURRICANE SHUTTER: YES X NO
STRUCTURAL CONDITION: _SEVERE
DAMAGE X MODERATE DAMAGE
MINOR DAMAGE —NO DAMAGE
NEEDS FURTHER INVESTIGATION
LEGEND, A.
FULL DEPTH REPAIR
EL
SURFACE SPALL SLAB (3- MAX)
C.
SURFACE SPALL BELLOW (3' MAX)
D.
CRACK IN CONCRETE COLUM14
E.
PREVIOUSLY REPAIRED AREA
QUANTITIES.-
i- FULL DEPTH REPAIR 331 CU. FT.
2. SURFACE SPALL SLAB —So. FT.
SO. FT.
3- SURFACE SPALL OVERHEAD .113
4. CRACK IN CONCRETE COLUMN —CU. FT.
W
:7-1
�T
)CEAN TO�WERS BALCOICNTYIIO MOSBY Ato ASSOCIATES,
4JUMS
J� CON
CONDOMINIUM C Nic 2� - WTH AVEIM
vuw KAM � �
R. E' NA �Iwvm�
� m
00-220
mm
A.M.
CH83W
RL�M
DATE
xNE 200(
F flD
sr—uc,�
EMO
mr.,24129
BALCONY FINISH:
—
COATING — CARPET
X
TILE —STONE
HURRICANE SHUTTER:
YES X NO
STRUCTURAL CONDITION:
SEVERE DAMAGE X MODERATE DAMAGE
—MINOR
DAMAGE —NO DAMAGE
—NEEDS
FURTHER INVESTIGATION
LECiNa
A.
FULL DEPTH REPAIR
B.
SURFACE SPALL SLAB (3- MAX)
C.
SURFACE SPALL BELLOW (3- MAX)
0.
CRACK IN CONCRETE COLUMN
E.
PREVIOUSLY REPAIRED AREA
QUANTITIES:
1. FULL DEPTH REPAIR 3T8
SO. FT.
2. SURFACE SPALL SLAB —SO.
FL
3. SURFACE SPALL OVERHEAD —SO.
FT.
4. CRACK IN CONCRETE COLUMN 37
CU. FT.
N
ILT
110EAN RS BALCONY MOSBY Am ASSOCIATES.
TOWIE'
CONDOMINIIJIM14 CONSTRUCTION
2� - � A�
RETORATION � BEACK FUXIIicA
JENSEN BEACH. FLORIDA I m � 9.6 �"
RIM
MTF JUNE 2000
uNT NUMBER: 516
INSPECTED ON: e
BALCONY FINISH: - COATNG CARPET
- TILE STONE
HURRICANE SHUTTER: - YES -NO
STRUCTURAL CONDITION: -SEVERE DAMAGE X * MODERATE DAMAGE
-MINOR DAMAGE -NO DAMAGE
-NEEDS FURTHER INVESTIGATION
LEGEND' A. FULL. DEPTH REPAIR
k SURFACE SPALL SLAB (3- MAX)
r- SURFACE SPALL BELLOW (3- MAX)
(L CRACK IN CONCRETE COLUMN
C PREVIOUSLY REPAIRED AREA
OUANTITIES:
1. FULL DEPTH REPAIR, 128 SO. FT.
2. SURFACE SPALL SLAB U3 SO. Ft
3. SURFACE SPALL OVERHEAD -SO. FT.
4. CRACK IN CONCRETE BEAU CU. FT.
CZL3Zx4 Irr. 4
COULD NOT INSPEDT
NO ACCESS
1.5 CF BEAM SPALUNG
HIE
)unty Pub!'c Works
U5110- InLym
3CEAN TOWERS BALCONY 00�
0 INAMOSBY Am ASSOCIATES, INC.
CONDOMINIUMS CONSTRUCTI A_m
2� . RLM
JENSEN BEACH. FLORIDA RETORATION 13EACK ��A � D47E JUNE
� IWO �w I
PROJECT NUMBER 99-259
M L Engineering, Inc.
CCNSULTING ENGINEER
116A3rd Ave. SW
VERO BEACH, FLORIDA 32968
Phone (561) 569-1257
Fax (561) 5694041
PROJECT NAME
COPY/FAX TO Mr. Jose Vazquez
St. Lucie County Bldg. Dept.
OCEAN TOWERS CONDOMINIUMS
THRESHOLD INSPECTION REPORT
Ocean Towers Condominiums
CLIENT Ocean Towers Condominiums
CONTRACTOR Trimble Contracting, Inc.
INSPECTED BY Michael Lue, P.E.
WORK INSPECTED
4th floor baciony
Final Punch List
Trimble Contracting, Inc.
file
DATE 12/23/99
LOCATION Jensen Beach, Florida
FOREMAN Phil Trimble
WEATHER
overcast
The existing aluminum handrails have been re -installed by coring the slab and grouting. Ali handrail
connections have been completed including ends and to intermediate masonry rail wall.
Concete curing compound has been placed and ready for waterproof membrane and finish as directed
by the Association.
The following item was noted and is to be corected.
There is an exposed dowel at the underside of the new slab near the elevator -which is to be chipped out
and cut back, coated with rust inhibitor and the concrete patched.
ACTION REQUIRED
See above
n2� �W�
INSPECTOF(
L Engineering, Inc.
11643Td Ave. SW
Vero Beach, Florida 32968
(561) 569-1257
Fax: (561) 569-4041
December 27, 1999
Mr. William Hatcher, Building Official
St. Lucie County Building Department
2300 Virginia Avenue
Fort Pierce, Florida 34982
Re: Ocean Towers Condominium - Building A
Walkway Concrete Restoration
9490 S. Ocean Drive
Jensen Beach, Florida
Engineer's Project No. 99-259
Dear Mr. Hatcher:
The structural repairs to the 4th floor walkway balcony is complete, and we have performed periodic
inspections during construction. Please refer to copies of the attached inspection reports dated from
December 10 through December 23, 1999 which were sent to your office after each inspection.
To the best of our knowledge the construction has been completed in substantial conformance with the
design specifications.
If you have any questions, please give us a call.
Respectfully,
Michael A. Liie, PZ
Consulting,Engiheeir
cc: Mr. Jose Vazquez, P.E. - Ocean Towers Condominiums
M.L. Engineering, tric.
Consulting Engineer
116-43rd Avenue S.W.
Vero Beach, FL 32968
Reinforcing for 4' floor walkway replacement
Steel. reinforcing was in place and in accordance to specifications with the
following exceptions.
2.
3.
4.
5.
6.
7.
Three #4 bars running in the cast -west direction bottom mai needed to be
straightened.
One #4 bar needed to be splice at the north end of the elevator walkway.
Tow #4 bars needed to be added at column band 57.
Two #4 bars needed to be added at column band 53,
One #4 bars needed to be added at column band 55.
Two #4 bars needed to be added at column band 62.
One #4 bars needed to be added at column band 63.
Two #4 bars needed to be added at column band 65.
Deck cans for electrical lighting for 3' floor were bar coated. Contractor
to bar coat inside of dock cans after concrete forms are removed.
� � '' J'I
TO 39vd
0GSSV GNV ASSON
L1968ZZT991 6r:01 6661/9T!ZT
UNrr NUpABM. 616
BALCONY FINISH: COA TING CARPET
x DUE STONE
HURRICANE SHUTTER: x YES -NO
STRUCTURAL CONDITION: SEVERE DAMAGE x MODERATE DAMAGE
-MINOR DAMAGE -NO DAMAGE
NEEDS FURTHER INVESTIGATION
LEGBYE); A. FULL DEPTH REPMR
B. SURFACE SPALL SLAB (3" MAX)
C. SURFACE SPALL BELLOW (3- MAX)
D. CRACK IN CONCRETE COLUMN
E. ' PREMDUSLY REPAIRED AREA
QUANTITIES:
1. FULL DEPTH REPAIR 30 SO. FT.
2. SURFACE SPALL SLAB SO_ Fr.
3. SURFACE SPALL OVERHEAD SO. FT.
4. CRACK IN CONCRETE COLUMN -CU. FT.
PILTS,
J�m
MOSBY � ASSOCIATES, INC.
2�- A�
3CEAN TOWERS
CONDOMINIUMS
jENSEN BEACH. FLORIDA
BALCONY
CONSTRUCTIO
RETORATION
uNT NLqABB:t. 716
NSPECTEDON 9-7-00
BALCONY FINISH: — COAnNC CARPET
— nLE STONE
HURRICANE SHUTTER: — YES NO
STRUCTURAL CONDITION: —SEVERE DAMAGE X MODERATE DAMAGE
—MINOR DAMAGE —NO DAMAGE
—NEEDS FURTHER INVESTIGATION
LEGEND: A. FULL DEPTH REPAIR
EL SURFACE SPALL SLAB (3- MAX)
C. SURFACE: SPALL BELLOW (3' MAX)
D- SPALL IN CONCRETE COLUMN
E. PREVIOUSLY REPAIRED AREA
OUANTITIES:
1. FULL DEPTH REPAIR 27.5 CU. FT.
2. SURFACE SPALL SLAB 34a2S SO. FT.
3. SURFACE SPALL OVERHEAD SO. FT.
4. CONCRETE COLUMN REPAIR —Cu_ FT.
S. DUST WALLS 2
f . U-31 . i
HALL
[0//
e0imoi0o
MAR 12 2001 1 � MIST
St. Lucid County Public Works
_t r-q-
3CEAN TOWERS I BALCONY MOSBY Am ASSOCIATES, INC.1 "m 00�
CONDOMINIUMS CONSTRUCTIO DIMM A.M.
2� - U� A� CHS211m RLM
JENSEN BEACH. FLORIDA RETORATION VIM0 DEACK F� MTE JUNE
I m � 1� �
LW NuMBB:t 816
9_:
7A
_00
W%�ECTED ON: 17-00
BALCONY FINISH: — COA71NG CARPET
— TILE STONE
HURRICANE SHUTTER.- — YES _No
STRUCTURAL CONDITION: —SEVERE DAMAGE x MODERATE DAMAGE
MINOR DAMAGE —NO DAMAGE
—NEEDS FURTHER iNvEs nGAnON
LECEND� - A. FULL DEPTH REPAIR
B. SURFACE SPALL SLAB (3- MAx)
C. SURFACE SPALL BELLOW (3- MAX)
D. SPALL IN CONCRETE COLUMN
E. PREVIOUSLY REPA]RED AREA
OLIANTITIES.
1. FULL DEPTH REPAIR 34.00 CU. FT.
Z SURFACE SPALL SLAB 56.00 SO. FT.
3. SURFACE SPALL OVERHEAD —SO. FT.
4. CONCRETE COLUMN REPAIR —CU. FT.
5. DUST �ALLS 2
HALL
MAR 12 200",
St, Ludie " rr��la"ic �Vorks
:)CEAN TOWERS I BALCONY
CONDOMINIUMS CONSTRUCTIO
I JENSEN BEACH. FLORIDA I RETORATION
MOSBY miO ASSOCIATES; INC.
2� - UM A�
IWACK �A
mu ��
la 00-220
CH� RLM
DAM JUNE 20DO
BALCONY FINISH:
HURRICANE SHUTTER:
UNIT NUMBER. 916
94SPECTED ON: 9-7-00
— COATING CARPET
— TILE STONE
YES _NO
STRUCTURAL CONDITION: —SEVERE
DAMAGE MODERATE DAMAGE
—
MINOR DAMAGE NO DAMAGE
—
NEEDS FURTHER INVESDGA nON
LECO& A.
FULL DEPTH REPAIR
EL
SURFACE SPALL SLAB (3- MAX)
C.
SURFACE SPALL BELLOW (5- MAx)
D.
SPALL IN CONCRETE COLUMN
E.
PREVIOUSLY REPAIRED AREA
QUANTITIES:
1. FULL DEPTH REPAIR 40.50 CU. FT.
2. SURFACE SPALL SLAB 20.00 SO. FT.
3. SURFACE SPALL OVERHEAD —SO. FT.
4. CONCRETE COLUMN REPAIR —CU, FT.
5, DUST WALLS
.........
%D0's
5
-AN TOWERS
NDOMINIUMS
JENSEN BEACH. FLORIDA
BALCONY
CONSTRUCTIC
RETORATION
MOSBY Amo ASSOCIATES, INC.
2� - um A�
�CK Fl.�
RUM
LW NuMBEFt 1016
INWECTED OM 9-7-00
BALCONY FINISH: — COATING CARPET
— TILE STONE
HURRICANE SHUTTER-- — YES —NO
STRUCTURAL CONDITION: � SEVERE DAMAGE X
—MODERATE
DAMAGE
—MINOR DAMAGE
NO DAMAGE
-NEEDS FURTHER INVESTIGATION
LEGEN> A. FULL DEPTH REPAIR
B. SURFACE SPALL SLAB (3- MAX)
C. SURFACE SPALL BELLOW (3- MAX)
D. SPALL IN CONCRETE COLUMN
r PREVIOUSLY REPAIRED AREA
OUAN TIRES:
1. FULL DEPTH REPAIR 16.25 CU.
FT.
2. !-.JRFACE SPALL SLAB 173 So.
FT.
3. SURFACE SPALL OVERHEAD —SO.
FT.
4. CONCRETE COLUMN REPNR 1.25 CU-
FT,
5. DUST WALLS I
- JA.
MOSBY ASSOCIATES, INC.
,EAN TOWERS BALCONY
ONDOMINIUMS CONSTRUCTIO
I,VTH A�
JENSEN MCH. FLORIDA RETORAT16N c m" L
mw_ JUNE 2000 1