RC-16-1931 (3) JOSE A. MARTINEZ, P.E.
CIVIL STRUCTURAL ENGINEER
March 9, 2018
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Building Official
Building Department
City of Miami Shores
10050 NE 2°d Ave
Miami Shores, Florida
Re: Final Inspection
1450 NE 103 St
Miami Shores, Florida
Permit# RC.- -1 - \ b -
Dear Building Official:
I Jose A. Martinez, P. E., having performed and approved the final required inspections, hereby
attest that to the best of my knowledge, belief and professional judgement, the structural and
envelope components of the above referenced structure are in compliance with the approved plans
and other approved permit documents. I also attest to the best of my knowledge, belief and
professional judgement, the approved permit plans represent the as-built condition of the '
structural and envelope component of said structure and all work is in compliance with the
Building Code at the time permits were issued.
Should you have any questions or need any additional information, please do not hesitate to
contact me.
Sincerely,
J/ . �
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24 EAST.5 STREET-HIALEAH,FLORIDA 33010-TEL(305)887-4417 Fax(305)884-3967
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JOSE MARTINEZ, P.E.
24 East 5th Street- Suite 1-D, Hialeah,FL 33010
TEL:(305)8874417-FAX:(305)884-3667
Miami Shore Village Date: 04/07/17
Building Department
10050 NE 2nd Avenue
Miami Shores, FL 33138
Owner Name: Petra Mirova
Job Address: 1450 NE 103rd Street, Miami Shores, Fl 33138
Re: Report of Piles Installation
Date of Inspection: 04/04/17
Process No. RC16-1931
SPECIAL INSPECTION PILING
The piles for the addition and remodeling of the above-reference project were inspected during
the installation.
An inspection report was issued by Soilprobe Engineering& Testing, Inc. attesting the piles
installation.
After revising all the documents, and as a result of the inspection, at the best of my knowledge,
belief and professional judgement the piles installation complies with the approved plans and the
requirements of the project.
If you have any questions, do not hesitate to contact me.
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Respectfully,
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Regist�i�n#28659
24 East 5th Street- Suite -D, Hialeah, FL':33010
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7450 Griffin Road,1/140
Davic,171.33314
TO:954-5811-6115
Lr:954-581-2415
I:-mail:LgLigt nt sOilhrnwn (
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Soilprobe Engineering & Testing, Inc.
March 24,2017
J.L.0 Enterprises,Inc.
3320 NW 69"'St.
Miami,FL 33141
RE: Pile Installation Certification
Proposed Additions
1450 NE 103rd St.
Miami Shores,FL
This is to certify that on March 17, 2017, a representative of this office monitored the installation
of the auger cast piles at the referenced site. A total number of sixteen (16)piles were installed at
depths and locations shown in the attached pile installation log and location sketch. The piles
were installed at the location staked in the field by the owner's representative who was
responsible for staking out the pile locations.
We further certify that our authorized representative observed the piles and their installation and
that the workmanship and materials used were in substantial compliance with the specifications
supplied to the Piling Contractor. We also certify that the referenced piles are capable to sustain
a net allowable bearing capacity of 35 tons(70 kips) as shown in the attached pile log.
Should you have any question regarding the above, or if you require additional information,
please ase contact this office.
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Sincerely,
Soilprob ngineering& Testing,Inc.
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P eana P.E.
e o37334
Cc: City of Miami Shores,FL
Client J.TF
Enc. Pile log,Location sketch
Engineering is the essence , , , , , , , , , , , , , , , , , , , , , , ,
ofscience and technology
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SOILPROBE ENGINEERING TESTING, INC. ''
14" Auger Cast Pile Log
PROJECT: PROPOSED ADDITIONS Contractor: JJ F Grout Spee's Load Bearing(tons) }}}
Logged By: CG 5000 psi 35 comp
SOILI'ROIIC ENGINEERING&
TESTING,INC. ADDRESS: 1450 NE 103 St Misc.Info:
Engineers Sign and Seal:
CITY: Miami Shores,FL
Field Notes:
Steel Spec's: 4#6's with#3 ties @6"O.C.top 9'ft and @12"O.C.Tft
Auger Depth Theorical Actual Date: March 17,2017
Pile I.D. Time (feet) Grout Am't Pump Grout Amt. Grout hips
MIN. C.Y.
Strokes C.Y. Factor Notes
I.
1 1 1:35 27 1.08 34 1.41 1.31 70 Start 9:52 Arrived 9:42
2 2 1:42 27 1.08 36 1.49 1.38 70 CG #3007 9 cy k
3 3 1:38 27 1.08 34 1.41 1.31 70 5
4 4 1:59 27 1.08 34 1.41 1.31 70
5 5 1:37 27 1.08 34 1.41 1.31 70
6 6 1:46 27 1.08 39 1.62 1.50 70 Stop 10:25
7 7 1:39 27 1.08 35 1.45 1.34 70 Start 10:34 Arrived 10:26 t
8 8 1:43 27 1.08 34 1 1.41 1.31 70 CG #5005 9 cy
9 9 1:47 27 1.08 35 1.45 1.34 70 [:
10 10 2:03 27 1.08 35 1.45 1.34 70
11 11 1:49 27 1.08 34 1.41 1.31 70
12 12 1:38 27 1.08 35 1.45 1.34 70
13 13 1:43 27 1.08 36 1.49 1.38 70 Stop 11:30 Start
14 14 1:59 27 1.08 41 1.70 1.58 70 Arrived 11:09 CG #3004
15 15 1:47 27 1.08 37 1.54 1.42 70 6 cy
16 16 1:49 27 1.08 37 1.54 1.42 70 Stop 12:26
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SOILPROBE ENGINEERING AND
TESTING JLU Enterprises,Inc Pile Location Sketch
7450 GrOn Road#140 1450 NE 1031d St.
Davie,FL 33314 Miami Shore's,FL
Tel. (954)584-6115
Fax.(954)581-2415
WINGERTER LABORATORIES, INC.
Engineering Testing&Inspection Services
1820 NE.144th Street,North Miami, FL 33181
Phone: (305) 944-3401 Fax: (305) 949-8698
No. l 10/25/i2jwc
REPORT: WELDER Q ALIFICATION TEST
CLIENT: LY Welding
WELDER: Leonel Gonzalez
ADDRESS: 1842 NE 144 St-North Miami. FL
DATE: June 21St,2012
EMPLOYER: LY Welding
REPORTED TO: 3520 NW 79th Street, LT B233
Miami, FL 33147
DESCRIPTION OF EQUIPMENT,MATERIALS & INSPECTION
Test Sample: 4" x 8" x 3/8" V-grooved plate Welding Process: SMAW
Material: Mild Steel Electrodes: Lincoln E-7018-1/8"did.
Material Thickness: 3/8" Specimen No: 1
Backing'Strip: 2" k 8" x 3/8" Position: 4G(Overhead)
Machine: Miller 330A/BP No. of Passes: 9
Serial No. JE792241
Voltage: 230 Test Method: X-Ray
Amperes: 110 Results: Pass Satisfactory
Polarity: Straight
REMARKS: The undersigned certifies that statements made herein are true and correct. Test welds were prepared,
welded and tested in accordance with the qualification procedures outlined in the American Welding Society
Structural Welding Code(Steel), 1008, Chapter 6,Part 6.3 for Welder Qualifications. The above named
is qualified for welding groove-plate-welds ori materials up to 3/4" maximum thickness in the 4G
(Overhead)position; and for welding fillet-plate-welds on materials of unlimited thickness in the 4G
(Overhead)position.
Witnessed By:LC -
Rep B Respectfully submitted,
' ' r WIN' T LAB RIES,INC.
Leon Chin-You yA
Vice President R' chuler, P.E., P.G.
;Florida Registration No. 34715
Order No. 05-1150 - -' .-Special Inspector No. 0400
The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61G15-1 8.011
of the Florida Administrative Code.
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INSULATION CERTIFICATE Revised 03-13-2015
Building Permit No: I& 17M Project Name � �(� — C_
Project Address: 1°y Q IJ6 1,03 o'r E 5
o STATEMENT OF COMPLIANCE
We,the undersigned, hereby certify that the THERMAL INSULATION installed in the above referenced project is in
compliance with the latest edition of the FLORIDA BUILDING CODE, the APPROVED ENERGY CALCULATIONS and
Plans, and is in accordance with good construction practice. The insulation furnished and installed has the
characteristics shown below:(Circle the applicable items).
T1)Exterior CBS W_pgs Insulation: R- _`5 (Min.) Material:
Thickness: inch(es) Density: Ib/ft Mfr: � .
fi2)Exterior Frame/Metal Stud Walls: R- (Min.) Material:
Thickness: inch(es) Density: Ib/ft Mfr:
3)Exterior solid concrete walls: R- ': (Min.) Material �
Thickness: r l n — inch(es) Density:•fC '-X Ib/ft Mfr: ,C 1
4)Interior walls separating A/C from
non A/C spaces insulation: R- (Min.) Material:
Thickness: inch(es) Density: Ib/ft Mfr:
5) MULTI-FAMILY RESIDENTIAL CONSTRUCTION ONLY:The COMMON (Party)walls to two separate conditioned
tenancies shall be insulated to a minimum of R-11 for frame walls, and to R-3 on both sides of common
masonry walls.See FLORIDA BUILDING CODE 2010—Energy Conservation,Section 402.2.12.These"minimum
levels of insulation",are not included in the Energy Calculations,but shall be installed In the field.
6)Ceiling insulation:
R - 30 (Min.); Material:I�6TT5
'
Thickness:N C inch(es): Density: Ib/ft: Mfr:
Note:Do not use this form for lightweight Insulating concrete.
Installed by(select one):
Insulation Contractor General Contractor/Builder
(company name) (CC number) (company name) (CC number)
(cot ctor's name) (license number) (contractor's name) (license number)
tractor's signature) (date certified) (contractor's signature) (date certified)
S ORN ND SUBSCRIBED before mebv bein ersonally known o me( or
+ h ing pr . entification���f�iia ll? and who being fully sworn and cautioned,
at thegoing i true and correct to the best of is/Iter knowledge and Olief.
vi h 32,3 201
Signature-o PrintiName Dat
Notary YPu CommEVsw �G961 Y P �_ "1 �I �D ZZ
Nota Pub :•iV RY U6 I OW M Commission Ex fres:
c� Expires March 21,2022
�'�oFFlOP� s&XW "8Ud9etN0tuySer"
IRC IC73
.................. ......
N.otice'.of Preventive Treatments for Termites
(As required by Florida Building Code (FBAj 104.2.6)
Kyp
rton Pest Control. CO.
2215 West 78 Street,.Ilia leah, Fl. 33016
Dade: (305) 828-2999 /Broward: (954) 779-1535
1450 NE 103 STREE TMIAMI;SHORES,FL. 33138
Address of Treatment or Lot./Block of Treatment.
03/17/18 9:00 A.M. RAUL RODRIGUE Z
Dale = Time,
Applicator
QYPERTQ CYPERNIETHRIN 10 GALLONS
Product used Clicinical Used (active ingi-cdiciit) ... Number of Gallons Applied
0.25916 100 LF
Percent Concentration AieaTreated (Squm-e feet)
Linear Feet treated
ADJOINING SLAB
Stage of Treatment(Horizontal,Vertical, Adjoining Slab, Retreat of Di.sturbcdurea) :
Asper 104.2.6.1f soil clicinicalbarrier nictliod for terniltepreveritionis used, final extcrior- ,ti-catiiietitsliallbe
Completed prior to final building approval.
11'this notice is for the final exterior ti-catirictit,.initial and date this line 03/17/18
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