RC-08-1025 (2)Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: December 15, 2008
Inspector: Inspector, Default
Owner: O'DONNELL, EDWARD & JACQUELINE
Job Address: 1215 94 Street NE
Miami Shores, FL 33138 -0000
Project: <NONE>
Contractor: WR DERRER CONSTRUCTION, INC
Permit Type: Residential Construction
Inspection Type: Roof Sheathing
Work Classification: New
Block:
Phone Number
Parcel Number 11- 3205 -010 -0025
Lot:
Phone: (305)586 -1856
Building Department Comments
Friday, December 12, 2008
Page 1 of 1
Passed /f
0;04 161691.
Inspector Comments
Failed
Correction
Needed
■
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Friday, December 12, 2008
Page 1 of 1
•
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 10/14/2008
Inspector: Bruhn, Norman
glum 9t
Owner: O'DONNELL, EDWARD 8, JACQUELINE
Job Address: 1215 94 Street NE
Miami Shores, FL 33138 -0000
Project: <NONE>
Contractor: WR DERRER CONSTRUCTION, INC
Permit Type: Residential Construction
Inspection Type: Slab
Work Classification: New
Block:
Phone Number
Parcel Number 11 -3205- 010 -0025
Lot:
Phone: (305)586 -1856
Building Department Comments
NEW 2 STORY FAMILY RESIDENCE.
PLANS RELEASED ON 8/1/08 TO KAREN CATE IN
BEHALF OF WILLIAM DARREN.
Passed
Inspector Comments
cc D 575,/ oar,', fie ` - /f
d/Voe
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Friday, October 10, 2008
Page 1 of 2
KEANE SOIL PRETREAT & COMPACTION, INC.
(954) 462 -0607
Notice of Preventative Treatments for Termites
(As required by Florida Building Code (FBC) 109.2.2)
1i i 6\:
Address of Treatment
Ti 3°
njLk Y-
+
Chemical uRed
. ✓iA s10
at 24
Applicator
Gallons applied
Percent poncentration
IIj A07MA
Stage of treatment
Area treated
linear feet treated
As per 109.2.2 If soil chemical method for termite prevention is used, final exterior treatment shall be
completed prior to final building approval.
If this notice is for the final exterior treatment, initial and date this line
SOILPROBE ENGINEERING & TESTING, INC.
STUDIES, DESIGN, INSPECTION, AND TESTING SERVICES
5450 Griffin Road, Davie, FL 33314
Phone: (954) 584-6880 (954) 584 -6115 Fax: (954) 584-2882
LABORATORY NO: 080515
JOB NO.: 0515
DATE: 10/10/08
ALL REPORTS ARE SUBMITTED AS THE EXCLUSIVE PROPERTY OF OUR CLIENTS.
AUTHORIZATION FOR PUBLICATION OR EXTRACTIONS FROM OUR REPORTS ARE RECEIVED PENDING OUR APPROVAL
REPORT OF IN -PLACE SOIL DENSITY TESTS
Client: Stolk Construction
Project: Proposed Residence
Jobsite: 1215 NE 94th St. Miami Shores, FL
Address: 1673 SW 29th Ave. Fort Lauderdale, FL
Soil Description: Tan sand
Max dry Density: 105.1 (Lbs. /Cu.Ft.) Optimum Moisture: 12.3 %
Method of Test: NUCLEAR
Date of
Test
Test
No.
TEST LOCATION-
Lift
No.
Field
Moisture
In Place
Density
(Lbs. /Cu.Ft.)
%
Compac
tion
Wet
Dry
10/9/08
1
Slab @ SW corner area
Final
6.1
109.8
103.5
98.6
10/9/08
2
Slab @NE corner area
Final
7.3
109.2
101.8
96.9
10/9/08
3
Slab @NW comer aera
Final
6.3
109.2
102.8
97.8
NOTE: The above highlighted tests were taken to verify the compaction of the top twelve (12) inches of the structural fill only and they exceed the required 95 % of
the maximum • densi ASTM METHOD T -180 . This is NOT a soil bearin ca ac certification.
SOILPROBE ENGINEERING & TESTING, INC.
STUDIES, DESIGN, INSPECTION, AND TESTING SERVICES
5450 Griffin Road, Davie, FL 33314
Phone: (954) 584-6880 (954) 584.6115 Fax: (954) 584 -2862
LABORATORY NO:
JOB NO.:
DATE:
080515
0515
10 /10 /08
ALL REPORTS ARE SUBMITTED AS THE EXCLUSIVE PROPERTY OF OUR CLIENTS.
AUTHORIZATION FOR PUBLICATION OR EXTRACTIONS FROM OUR REPORTS ARE RECEIVED PENDING OUR APPROVAL
Client:
Address:
Project:
Location:
Soil Description:
Method of Test:
N
REPORT OF
MOISTURE - DENSITY RELATIONSHIP OF SOIL
Clayton Stolle
1673 SW 29th Ave. Fort Lauderdale, FL
Proposed Residence @ 1215 NE 94th St. Miami Shores, FL
Fill on grade
Tan sand
AASHTO T -180
MOISTURE - DENSITY RELATIONSHIP CURVE
6
Optimum Moisture: 12.3 %
10 12 14
MOISTURE CONTENT ( %)
16 18
Max. Dry Density: 105.1 Lbs. /Cu.Ft.
Respec, bmitted,
'P.E
OCT 1 0 2008