RC-08-790Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 131520 Permit Number: RC -5 -08 -790
Scheduled Inspection Date: January 14, 2010
Inspector: Bruhn, Norman
Owner: ALLEGRA, FRAN
Job Address: 1160 NE 98 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: GULF BUILDING CORP
Permit Type: Residential Construction
Inspection Type: Stem Wall Footer
Work Classification: Addition
Phone Number
Parcel Number 1132050180390
Phone: (954)492 -9191
Building Department Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 83041.
January 13, 2010
For Inspections please call: (305)762 -4949
Page 9 of 31
Aroillteoture •
November 15, 2009
Building Department
Miami Shores Village
10050 Northeast Second Avenue
Miami Shores, FL 33138
Re:
Folio No:
ert 1
Deslyn •
Certification of Soil Bearing Capacity
1160 Northeast 98th Street
11 3205 018 0390
d, did
Con struotlon lAana,yment
Having reviewed and approved the Soil Conditions at the site addressed above, I hereby state that the soil at this site is
undisturbed rock and sand adequate of supporting the design loads of 2000 psf. These soil conditions are similar to
those upon which the structure's design is based on. This is in compliance with the approved plans completed by this
office and pertaining to this project.
To avoid any misunderstanding, I hereby state that, to the best of my knowledge, belief and professional judgment, this
report represents an accurate appraisal of the soil conditions based upon visual observation and careful evaluation of
observed conditions to the extent reasonably possible. No soil report was performed.
Please call if I can be of further assistance.
Respectfully Submitted
Bert J. Loire, AIA
AR92824
8450 SW 201 Street, Miami, PL 33189
754.264.4773
r_larasbel lsouth.net
CGC-057230
AK92824
121•Wallace Drive • Delray Beach, FL 33444
3
10
11
12
Project:
Address:
Client:
T S7 G Nye
FRNATto'
SOIL DENSITY REPORT - NUCLEAR METHOD - ASTM D 2922
(561) 347-0070 • (561) 395-5805 (fax)
Allegra/Rajo Residence Addition
1160 NE 98th Street, Miami, FL
Gulf Building Corp.
Permit No: RC -5 -08 -790 Field Tech: Sam Albaz
Area Tested: Footings
Soil Description: Greyish Brown Fine Sand with Limestone Rock
Project ID: 09- 0654.1
Report ID: D -0002
Date: 11/17/2009
Test Mode: Direct Transmission
Proctor/ LBR ID: P -001 Max Density (PCF): 118.5 Opt Moisture ( %):
10.8% Compaction Reqd: 95.0%
Location
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
( %)
Compaction
oho
Results
5' N of front door
12
BOF
124.0
113.9
8.9%
96.1%
Pass
8' E of SE corner of house
12
BOF
125.9
114.6
9.9%
96.7%
Pass
25' E of SE comer of house
12
BOF
123.1
113.7
8.3%
95.9%
Pass
Testing Gauge Information: Manufacturer: Humboldt Model:
Remarks:
Density Standard (DS):
5001 P S /N: 2395
Moisture Standard (MS):
Legend for Elevation:
PR = Proofroll
SL = Springline
SG = Subgrade
BC = Basecourse
TOP = Top of Pipe
1, 2, 3 = 1st, 2nd, 3rd Lift
FL = Final Lift
BG = Below Grade
BOF = Bottom of Footing
FG = Finished Grade
Test report shall not be reproduced, except in full, without the written approval of GFA International
Respectfully Submitted:
GFA International In.y
FBPE CA # 49 ! l
.err/'' /
_L.►+! ► ard, P.E.
2/15/2009
Professional Engineer # 64065
State of Florida
Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections • Plan Review and Code Compliance
Florida's Leading Engineering Source
www.teamgfa.com
121$ Wallace Drive • Delray, Florida 33444
frij
S7ING•/9
FRPIAf3®
Laboratory Compaction Characteristics of Soil Using Modified Effort (Proctor)
ASTM D 1557
(561 - 347 -0070 • (561)395 -3971 (fax)
Project: Allegra / Rajo Residence Addition
Address: 1160 NE 98th Street, Miami, FL
Client: Gulf Building Corp.
Soil Location:
Sampled By: Sam Albaz
Tested By: Antonio Viana
Soil Description: Brown
Test Method Used:
Type of Rammer:
Specific Gravity:
Comments:
Back Yard - Bottom of Footing; Sample ID: 2698
Project ID: 09- 0654.1
Report ID: P -001
Permit Number: RC -5-08 -790
Method C
Mechanical
Date Sampled: 11/16/2009
Date Tested: 11/17/2009
Preparation Method Used: Moist
As- received Water Content:
Specific Gravity Test Type:
Greyish Brown Fine Sand with Limestone Rock
Sieve Results
Sieve
Size (mm)
Weight Retained
Percent Retained
3/4"
19
7.6
18.5%
3/8"
9.5
2.9
7.0%
#4
4.75
1.6
3.8%
Pan
0
29.1
70.6%
120
119
118
v 117
0
DRY DENSITY
116
115
114
113
112
111
o-
7 8 9 10 11 12 13 14
MOISTURE %
15
Dry Density (pcf)
Moisture ( %)
115.5
8.4
118.2
10.2
118.1
11.5
112.2
14.4
Maximum Dry Density (pcf)
118.5
Optimum Moisture ( %)
10.8
Respectfully Submitted.
GFA INTERNATIONAL, INC.
FBPE CA # 4930
F. St
Professional Engineer # 64065
Test report shall not be reproduced, except in full, without the written approval of GFA International State of Florida
Environmental • Geotechnicai • Construction Materials Testing • Special & Threshold Inspections • Plan Review & Code Compliance
Florida's Leading Engineering Source
www.teamgfa.com
ArGhiteGtur&
December 10, 2009
Building Department
Miami Shores Village
10050 Northeast Second Avenue
Miami Shores, FL 33138
Re:
Folio No:
Inspection Report
1160 Northeast 98th Street
11 3205 018 0390
d,dd
• Gonstruotion Manciy t
Having performed and approved the required Special Inspector inspections for the following structural building elements:
Foundation Reinforcement
Reinforced /Grouted Masonry
Tie Beam, Concrete Beam Reinforcement
I hereby attest that to the best of my knowledge, belief and professional judgment, the structural components of the
building elements described above are in compliance with the approved plans, and other approved permit documents
completed by this office and pertaining to this project.
I also attest that to the best of my knowledge, belief and professional judgment, that the approved permit plans represent
the as -built condition of the structural components of said building.
This document represents an accurate appraisal of the building elements based upon careful evaluation of observed
conditions to the extent reasonably possible.
Please call if I can be of further assistance.
Respectfully Submitted
Robert J. Lara, AIA
AR92824
8450 SW 201 Stret, M1am1, FL 33189
754.264.4773
r_larot bellsouth.net
GGG057230
AK928z4
Arohit&c.tur&
Addition to:
1160 Northeast 98th Street
Folio No:
113205
018 0390
Finished floor
+0' -0°
tap of joist
Robert J. Lars, AIA
AR92824
November 15, 2009
r boot.. 1
• E;,613,,, •
existing 01111 wall,
and tie bear(
to be ranoved aid
properly disposed of
cunt decorative
5 In ti wood Erse
(not shown)
13edr
new 3/4° finislhd No 1
oak 'ppinarks to match existing finish
1inistvd nailed to sub-Floor
on approved liner w/ 4° lop on
3/4° p.t. plywood subfloar decking
w/ 10d nails at 6° ac. to joist
level transition
a did
construction Mancry&n1e t
1/2° drywall bedroom side
1/2° moisture resistant drywall
bathroom side of 3 5/8° wide
24 gage metal stud partition
w/ studs at 16° o.c.
2x4 p.t. sill
Qathrm
existing 2"xB° SYP wood 1
Dist at 24° o.c. on existing
joist
pt sill
existing
grade
existing 12° wide stem call
to remain w/ existing 4 core
- - cap - and - existing 12 °x20°
carc Footing
1/2° stone tile' on "34 grout
leveling bed on I/4° thick 'Dens
Shield tile backer bocrd glued and
screwed to joist on 3/40 p.t. plywood
sub Floor glued and nailed to foist
w/ I0d nails at 6° o.c.
p of joist
new 25cB° SYP wood joist
at le a.c. at bathroom
set at lower elevation
1x8 p.t. sill plate
USP RT24 twisted strop each
new card existing joist w/
(6) 10d nails to joist and (6) 1/4°
X 2 114° long tapcons into black
typ
Revised Section B per As -Built Conditions
8450 SW 201 Street, Miami, FL 33189
754.264.4773
r_Iara €bellsouth.net
CGC057Z30
AK92824
Date: January 12, 2010
Village of Miami Shores
Building Department
10050 N.E. 2nd Avenue
Miami Shores, Florida 33138
Re: Lalanne Residence
190 N.E. 91st Street
Miami Shores, Florida 33138
Attn: Building Department,
FL LiC. t AR 008074
®9/317
I, Mark A. Campbell Architect, represent the owners of the above referenced property. I have inspected the
footing, columns and tie beams We would request that the inspection be approved.
If any additional information is required please do not hesitate to contact my office 305 754 2318.
Respectfully submitted,
Mark A. Campbell, Architect
State of Florida: #0011074
Lalanne Res Garage inspection 1et l -12 -10