HomeMy WebLinkAboutRevisions; Modification to the foundation plan'ILE
OFFICE USE ONLY: COPY,,
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DATE FILED: � � • , �'fi� � PERMIT # 1 I U -1 - 0.0 07
RE)gSION FEE: RECEIPT #
r .
PLANNING & DEVELC
INTY BUILDING & CODE RE
D l 2300 VIRGIN
FORT PIERCE,
(772)462
APPLICATION FOR BUIL:
PROJECT IT
1. LOCATION/SITE I
ADDRESS: -� (1G i.an 1`��le(bf l�►e rdr} �j ei�R , L
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
I l e concrete gye1 fir -Ke Pwkeo d)d no} (,Le4t+ �600 PS i sk(uJV rwk
oSmeeefS�gneGtI a moc), �,J,-N 1a -�e '(m, '�1�,. 'In I�e� ok
�e 44)ke/ 4S�ennWcAk 0,� j��h�� over. 7 Ce m&)cc(j on I�CludrS G"�inC �e
4emwoAA OL, \4 urn` MO(10 �'
djk'' Cd f Seek le i 4& cram 5�(���raS RnS:n2er
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:CC>(. I S b O 'ST. LUCIE COUNTY CERT. #:
n "gyp
G (p I ' cl
- BUSINESS NAME: (rAer CanSf(-uCV1otj
QUALIFIERS NAME: (,t to k
ADDRESS: 31C)o Uk Vt S v�i kSU o ke 306
CITY: Sebf - n STATE: L
9(0(o - K7 98
ZIP: 331?0
PHONE (DAYTIME): FAX: - 51
4. OWNER/BUILDER INF RMATION:
NAME:
ADDRESS:
CITY: STATE:
ZIP:
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION:
- NAME: (Loper 3+n see., lAr-� . tec-+ Al Gac5 ul o S�V-UJurC„` �n�i.11 zer
ADDRESS: %0 C1e lest Su, C Z60C^
CITY: STATE: Ff.
ZIP: 33'-(o{
* PHONE (DAYTIME): 5(ef - 935 q70 7 FAX:
933 - 7o5
SLCCC: 9/23/09
Revised 04/26/2010
Marmer Construction Inc.
3200 US Hwy 27 S, Ste 305
Sebring FL 33870
k"� r 863-314-9851
License: CGC1516900
Notes
To: St. Lucie County
2300 Virginia Avenue
Fort Pierce FL 34982
Prepared By:
Item Quantity Description
Transmittal
Date: 12-09-2011
Project: 20110018
Indian River Drive
3415 South Indian River Drive
Fort Pierce FL 34982
1 2 Letter giving builder two options to correct
2 2 Letter detailing locations for Option 2
3 2 Plan Detail for Option 2
4 2 Concrete Testing results
Mr. Johnson,
The first letter from the engineer that is enclosed was his original letter to the previous builder giving him two options to
correct the concrete defeciency. They have chosen to go with Option #2 so the second letter and the plan detail is for the
Option #2 correction. I have attached a card with my contact information, should you have any questions or concerns
please don't hesitate to call me. Thank you.
.Wy
i
}
,y
4
t ek
,() 7 - 0®0
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO P ANCE
REVIEWED BY
DATE I I/ h(v J,
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Please sign and date this form as proof that you are in receipt of the above listed items.
Return form to Marmer Construction Inc.
Signed: Date:
a ALBERT A. GARGIULO P.E.
CONSULTING ENGINEER
License NQ PE .32582
A r•
Dear Mr. Pantuso,
:324 Sunset Rd.
West Palm Beach, FL. 33401
Phone: (561) $86-5554
Fax: (661) 6884646
Email: AAGARGIULO@AOL.COM
The concrete foundation that was recently constructed for the new residence at 3415 S. Indian River
Drive has failed to reach the required compressive design strength based on the testing,reports (see
attached) provided by the following engineers:
• A.M. Engineering & Testing, Inc. — Project No. 1328 Report No's 46 & 47
• Ardaman & Associates, Inc. —File No. 11-5468
Based on these test reports and the structural design requirements I have fisted two options for resolving
this construction problem. Either of these options shall be performedat no additional cost to the owner.
Foundation Recommendation Options:
Existing Stemwall Locations:
1. Remove all concrete footings, stemwall, reinforcing, underground plumbing where required, etc.
and construct a new spread footing and stemwall structure as shown on the current permitted
structural drawings.
2. Sawcut existing stemwall and vertical reinforcement as required to provide a new 4" slab with
16" deep x 32" wide monolithic concrete footing. The new monolithic footing shall poured
directly over the abandoned existing stemwall and, compacted fill. See attached detail for
reinforcing.
Sincerely, rr 4 Fr
x
Qrl6ert P.E. /.. i•.
FL. License No. PE 32
ALBERT A. GARGIULO, P.E.
CONSULTING ENGINEER
License N4 PE 32582
UU i �gg t� k
Dear Mr. Pantuso,
324 Sunset Rd.
West Palm Beach, FL. 33401
Phone: ' (561) 686-5654
Fax: (561) 688-6546
Email: AAGARGIULO@AQL.COM
The proposed monolithic footing design that was submitted on November 8`h, 2011 as resolution to the
existing unacceptable low strength concrete footings shall be installed at the following locations.
All existing stemwall locations directly under bearing walls.
All existing stemwall locations at exterior porches.
All existing exterior column locations.
A new monolithic footing shall also be installed over all existing unacceptable low strength concrete
interior pad footings. The monolithic footing over the interior pad footing shall be poured down to the
top of the existing footings at a width equal to the existing footing. Steel reinforcement shall be as
scheduled on the existing permit drawings.
The 6 mil vapor barrier shown on the permit drawings shall also be installed under all new slab pours and
shall be continuous over all existing interior pad footings.
erg r } }
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REM
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8" CONC. BKOCK
9 GAUGE LADDER
TYPE GALV.
IST FLOOR WALL REINF.
#5 ® 48" O.C. MAX AND
AT ALL CORNERS AND
OPENINGS
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.-
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SAWCUT EXISTING
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s M. ENGINEERING AND TESTING, INC.
t590 N.W. MERCANTILE PLACE
d r PORT ST. LUCIE, FLORIDA 34986
;o (772) 924-3575 OFFICE - (772) 924-3580 FAx
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
ASTM C31, C39,C 172, C 511, C 617 and C 1231
Client: Malasky Homes, Inc. Date of report: 10/10/2011
1300 N. Florida Mango Boulevard, Suite 15 Project No.: 1328
West Palm Beach, FL 33409 Order No.: 11-00621
Report No.:. 46
Contractor: Client
Project:
3415 S. Indian River Drive, Fort Pierce
Mix design strength: 3000 psi @ 28 days
Supplier: Maschmeyer
MIX
Required strength: 3000 psi @ 28 days
Mix no.:
DATA
Additive: ----
Date sampled:
09/26/11
Set no.: 1 of 2
Time sampled:
8:10 am
No. of cylinders cast: 4
Sampled by:
JC
Truck number: 177
FIELD
Slump:
7'/Z in (ASTM C 143)
Ticket number: 830126
DATA
Air content:
---- (ASTM C 173, C 231)
Time batched: 7:07 am
Concrete temperature:
88°F (ASTM C 1064)
Quantity on truck: 10 cu yd
Ambient temperature:
87°F
Water added @ site: 0 gal
Weather conditions:
Cloudy
Location of placement:
Footings, Southeast Corner
Test
Age
Dia-
Area
Max
Compressive
Frac-
Date
(day)
( Y)
meter
(in)
in
(sq )
Load
(lb)
Strength
(psi)
tore
Type
Pq A
0/3/2011
7
4.04
12.82
18,370
1,430
3
1
/10/2011
14
4.05
12.88
23,400
1,820
3
Type I
Typez
TEST I
RESULTS 1
/24/2011
/21/2011
28
56
0.00
0.00
0.00
0.00
0
0
0
0
Type 3
Type 4
**Low day break**
**Low 4 day break**
1
REMARKS
Type 5
Type 6
Distribution:
Malasky Homes, Inc. (3)
Reviewed by:
A. M. Engineering and Testing, Inc.
I C"py Donald W. Moler, P.E.
LU E
Florida Registration No. 60675
t, lz r
t t
Ci t
ENGINEERING AND TESTING, INC.
590 N.W. MERCANTILE PLACE
PORT Sr. LUCIE, FLoRiDA 34986
(772) 924-3575 OFFICE - (772) 924-3590 FAX
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
ASTM C31, C39,C 172, C 511, C 617 and C 1231
Client: Malasky Homes, Inc. Date of report: 10/10/2011
1300 N. Florida Mango Boulevard, Suite 15 Project No.: 1328
West Palm Beach, FL 33409 Order No.: 11-00621
Report No.: 47
Contractor: Client
Project:
3415 S. Indian River Drive, Fort Pierce
Mix design strength: 3000 psi @ 28 days
Supplier: Maschmeyer
MIX
Required strength: 3000 psi @ 28 days
Mix no.: ----
DATA
Additive: ----
Date sampled:
09/26/11
Set no.: 2 of 2
Time sampled:
9:20 am
No. of cylinders cast: 4
Sampled by:
JC
Truck number: 179
FIELD
Slump:
4%Z in (ASTM C 143)
Ticket number: 830131
DATA
Air content:
---- (ASTM C 173, C 231)
Time batched:
Concrete temperature:
87°F (ASTM C 1064)
Quantity on truck: 10 cu yd
Ambient temperature:
870F
Water added @ site: 0 gal
Weather conditions:
Cloudy
Location of placement:
Footings, Northwest Corner
Test
Age
Dia-
Area
Max
Compressive
Frac-
Date
(day)
meter
(►n)
(sq in)
Load
(lb)
Strength
(Psi)
ture
Type
0/3/2011
7
4.04
12.82
22,610
1,760
5
1
/10/2011
14
4.04
12.82
27,170
2,120
Type]
Type z
TEST 1
RESULTS 1
/24/2011
/21/2011
28
56
0.00
0.00
0.00
0.00
0
0
0
0
Type 3
U
Type 4
rl
**Low 7 day break**
REMARKS
11
Type 5
Type 6
Distribution:
Malasky Homes, Inc. (3)
Reviewed by:
A. M. Engineering and Testing, Inc.
• Donald W. Moler, P.E.
c�
1 Florida Registration No. 60675
. ENGINEERING AND TESTING, INC.
590 N.W. MERCANTILE PLACE
PORT ST. LUc1E, FLORIDA 34986
(772) 924-3575 OFFICE - (772) 924-3580 FAX
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
ASTM C31, C39,C 172, C 511, C 617 and C 1231
Client: Malasky Homes, Inc. Date of report: 10/27/2011
1300 N. Florida Mango Boulevard, Suite 15 Project No.: 1328
West Palm Beach, FL 33409 Order No.: I1-00621
Report No.: 46
Contractor: Client
Project:
3415 S. Indian River Drive, Fort Pierce
MIX Mix design strength: 3000 psi @ 28 days Supplier: Maschmeyer
Required strength: 3000 psi @ 28 days Mix no.: ----
DATA
Additive: ----
Date sampled: 09/26/11 Set no.: 1 of 2
Time sampled: 8:10 am No. of cylinders cast: 4
Sampled by: JC Truck number: 177
FIELD Slump: 7%3 in (ASTM C 143) Ticket nttmber: 830126
DATA Air content: ---- (ASTM C 173, C 231) Time batched: 7:07 am
Concrete temperature: 88°F (ASTM C 1064) Quantity on truck: 10 cu yd
Ambient temperature: 870F Water added @ site: 0 gal
Weather conditions: Cloudy
Location of placement: Footings, Southeast Corner
1; Dia- I Max Compressive Frac-
Date (day) meter (sgrn) Load Strength tune
.— (in) (lb) - (psi) Type
0/3/2011 7 4.04 12.82 18,370 1,430 ! 3 Type I Type 2
1 /10/2011 14 4.05 12.88 23,400 1,820 3
TEST 1�124/2011 I 28 I 4.04 12.82' 26,340 2,050 3 I�RE, L LTS 11"/2vl i �6 I �.0^v ^v.00 0 0 I I !
T•7c, Type
"*Low 1 day break**
**
Low 14 day break**
REMARKS "Low 28 day break**
Type 5 Type 6
Distribution:
Malasky Homes, Inc. (3)
Reviewed by:
A. M. Engmeeri ag awl 'Testing, Inc.
/Ili d W. M7er, P.E.
Florida' egistration No. 6067-51
A.M. ENGINEERING AND TESTING, INC.
3 590 N.W. MERCANTILE PLACE
PORT ST. LucIE, F[ARIDA 34986
(772) 924-3575 OFFICE - (772) 924-3580 FAX
e �9
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
ASTM C 31, C 39, C 172, C 511, C 617 and C 1231
Client: Malasky Homes, Inc. Date of report: 10/27/2011
1300 N. Florida Mango Boulevard, Suite 15 ProjectNo.: 1328
West Palm Beach, FL 33409 Order No.: 11-00621
Report No.: 47
Contractor: Client
Project:
3415 S. Indian River Drive, Fort Pierce
Mix design strength: 3000 psi @ 28 days
Supplier: Maschmeyer
MIX
Required strength: 3000 psi @ 28 days
Mix no.: ----
DATA
Additive: ----
Date sampled:
09/26/11
Set no.: 2 of 2
Time sampled:
9:20 am
No. of cylinders cast: 4
Sampled by:
3C
Truck number: 179
FIELD
i Slump:
4'/z in (ASTM C 143)
Ticket number: 830131
DATA
1
I Air content:
---- (ASTM C 173, C 231)
Time batched:
Concrete temperature:
87°F (ASTM C 1064)
Quantity on truck: 10 cu yd
Ambient temperature:
870F
Water added @ site: 0 gal
Weather conditions:
Cloudy
Location of placement:
Footings, Northwest Corner
Test
Age
Dia-
Area
Max
Compressive
Frac-
Date
(day)
(_
meter
(in)
( s 9 in)
Load
(lb)
Strength
(psi)
tore
Type
VN
�/
_•_
5
I 1
10/2011
14
4.041
12.82
27,170
2,120
Type I
Type 2
T
TES` `1t�/24/2011
RE'S LTS 1
/21/2011
28
So'
4.051
0.00
12.881
0.00
I
30,380
0
1 2,360
0
3
j I L
ll(•ry
l
a 33
Type 1
**Low 7 day break**
`�
**Low 28 day break**
`
"MARKS
—I l�
L�i
Type 5
Type E
' Distribution:
�1als(�y 'C
L";f
Reviewed by:
A. M. Engineering and Testing, Ine.
��/� 2 7 ll
.Do lrta d W. Moler P.E. ( '
Florida Registration No. 6016753
F
6
, DAMAN & ASSOCIATESINC. ,s
k we,
60 NW CONCOURSE PLACE, UNIT 1
9 PORT ST. LUCIE, FLORIDA 34986
(772) 878-0072, FAX (772) $78-0097
C6yf S VE STRENGTH OF CONCRETE CORES
PROJECT NAME: Pantuso Residence
PROJECT LOCATION: 3415 South Indian River Drive, St. Lucie County, FL
PROJECT CLIENT: Mr. George Pantuso
REPORT DATE: 11/1/2011
FILE NUMBER: 11-5468
DATE CORED: 10/27/2011
CORE ID
1
2
3
4
5
ITEM CORED
Footing
Footing
Footing
Footing
Footing
AVERAGE CORE LENGTH (in)
9.14
8.19
8.84
8.00
11.17
NOMINAL MAX. SIZE OF AGGREGATE (in)
1
1
1
1
1
REINFORCEMENT STEEL
YES I r-N0-1
YES I NO
YES 1 NO
YES ! r-N-51
YES 1 NO
CORE PREPARATION
WET 1 E0
WET 1 DRY
WET ! DRY
WET / DRY
WET ! DRY
TIME FROM CORING TO BREAKING (days)
5
5
5
5
5
DATE TESTED
11/112011
1111 /2011
1111 /2011
1111 /2011
11/112011
AVERAGE PREPARED LENGTH (in)
7.09
7.09
6.94
6.87
6.69
AVERAGE CAPPED LENGTH (in)
7.33
7.35
7.25
7.17
7.03
AVERAGE CORE DIAMETER (in)
3.67
3.68
3.67
3.66
3.55
CROSS -SECTIONAL AREA (In)
10.58
10.64
10.58
10.52
10.46
TOTAL APPLIED LOAD (lbs)
23,230
36,200
18,450
31,870
23,610
DIRECTION OF APPLIED LOAD WITH RESPECT TO HORIZONTAL
PLANEPerpendicular OF CONCRETEAS PLACED
p dicular
Perpendicular
Perpendicular
Perpendicular
Perpendicular
TEST STRENGTH (psi)
2,200
3,400
1,740
3,030
2,260
LID COEFFICIENT
2.00
2.00
1.98
1.96
1.93
LID CORRECTION FACTOR
1.000
1.000
1.000
1.000
1.000
CORRECTED COMPRESSIVE STRENGTH (psi)
2,200
3,400
1,740
3,030
2,260
TYPE OF FRACTURE
2
2
3
2
2
REMARKS: CONCRETE CORES WERE PREPARED AND TESTED IN GENERAL ACCORDANCE WITH ASTM C-42, C-617 and C-39.
APPROXIMATE LOCATION OF CORES:
1 Southeast Entrance Column Footing
2 Southeast Stem Wall Footing
3 West Stem Wall Footing
4 - North Interior Stem Wall Footing
5 - Garage - Southern Stem Wall Footing
. TYPE 1
FILE CUALPY H
9
TYPE 2
FRACTURE TYPES
1 E P P
TYPE 3 TYPE 4 TYPE 5 TYPE 6
ARDAMAN & ASSOCIATES, INC.
Florida Certificate of Authorization No. 5950
Oyllolysyncd by DwJ. Zdlak, P,E.
Dan J. Zrallack, P.E. kd•, �;�;,;:C•VS. �a
Os10: 2011.11.01 15.49:19.04W
By=
Dan J. Zrallack, P. E.
Florida License No.: 63911
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR PUBLICATION OF
STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS 1S RESERVED PENDING OUR WRITTEN APPROVAL