REV-17-1620 Miami Shores Village _.. _�
Building Department
7aJV21 20110050 N.E.2rid Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 /�J tt
FBC 20l -1
BUILDING Master Permit No.�\C 11 - X8-1
PERMIT APPLICATION Sub Permit No. /
BUILDING ❑ ELECTRIC ❑ ROOFING Q REVISION ❑ EXTENSION RENEWAL
[PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
I CONTRACTOR DRAWINGS
JOB ADDRESS: 672 NE 98 St.
City' Miami Shores County' Miami Dade Zip:
{
Folio/Parcel#: 11-3206-017-1780 Is the Building Historically Designated:Yes NO X
1 C
Occupancy Type: Load: Construction Type: Flood Zone: BFE: .FFE:
OWNER: Name(Fee Simple Titleholder): Carol Invest USA, Inc Phone#:
Address: 990 Biscayne Blvd. Suite 801
city: Miami r state: Florida zip: 33132
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Joseph S Robbin Inc Phone#: (954)663-6743
Address: 9400 S. Meadows Circle
city: Miramar state: Florida zip: 33025
Qualifier Name: Joseph S Robbio Phone#:(954)663-6743
State Certification or Registration#: CBC 059462 Certificate of Competency#:
DESIGNER:Architect/Engineer: Victor Bruce Phone#:(305) 310-5030
Address: 370 NE 101 St. City:Miami Shores State:Fl. Zip: 33138
Value of Work for this Permit:$ 960.00 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ® New ❑ Repair/Replace ❑ Demolition
Description of Work: Add steel I-beam
�; Y . �tE 'h F '3��I 9 �' a'A6��w.t •�. ~'•{�f !
Specify color of color
v+'thru
.
Submittal Fee$ Permit Fee$ CCF$ _ CO CC
Scanning Fee$ -Radon Fee$ DBPR$ r Notary$77 q
Technology Fee$ Training/Education Fee$ Double Fee$
7 i
Structural Reviews$ Bond$`
(/' q
TOTAL FEE NOW DUE$
(Revised02/24/2014)
1f ,
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has,
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT." '
Notice to Applicant: As o condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must
promise in good faith that a copy of the notice of commencement and construction lien iaw brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs.seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Marco Bru Joseph S. Robbio
Signature VAANl Signature
OWNER or AGENT ! CONTRACTOR
Theforegoinginstrument was acknowledged before me this The foregoing instrument was acknowledged before me this
IG day of Jt-)Y'1t✓ 120 Y-1 by 21 day of T N•"� 20 la by
F3 O
HQYC)D Q>YV ZZ I. who is ersonaIIy kno to ��5 t_�� SA.L_V�f o
el
is persrsonally known to
me or who has produced as me or who has produced$-L--DPJ �( qs—
�N
identification and who did take an oath.- identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: LodcA i Print: St DI p w�
Seal fo.!"....° �: LUCIA G ISASI Seal: otary Public State of Florida
-' MY COMMISSION#FF18262&
L-447
Sindia Alvarez.• MyCommission FF 156750. �1F; `Q'= IXPIRES December 10,2018Expires09f0312018
17
Zoning
APPROVED BY ns Examiner g
Structural Review Clerk
(Revised02/24/2014)
y.- ti
Property Search Application - Miami-Dade County Page 1 of 1
O'n THE PROPERT" J' APPRAI'ER
OFFICt
Summary Report
Generated On:6/21/2017
Property Information -
Folio: '11-3206-017-1780 ^' �a n Ila
"672 98 ST PtftE Vit` '
Property Address:
Miami Shores,FL 33138-2472
Owner .CAROLANVEST.USA INC_
990 BISCAYNE BLVD STE 801 ?
: .
Mailing Address MB16u
MIAMI, FL 33132 USA
PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ y-
0101 RESIDENTIAL-SINGLE
r
Primary Land Use FAMILY: 1 UNIT
Beds/Baths/Half 3/2/1
Floors 1
Living Units 1
Actual Area 3,489 Sq.Ft
Living Area 3,149 Sq.Ft
Adjusted Area 3,262 Sq.Ft Taxable Value Information
Lot Size 29,510 Sq.Ft 2017 2016 2015
Year Built 1938 County
Exemption Value $0 $0 $50,000
Assessment Information Taxable Value $1,153,080 $1,048,255 $803,921
Year 2017 2016 2015 School Board
Land Value $884,437 $737,414 $707,550 Exemption Value $0 $0 $25,000
Building Value $303,366 $303,366 $227,035 Taxable Value $1,195,198 $1,048,255 $828,921
XF Value $7,395 $7,475 $5,666 City
Market Value $1,195,198 $1,048,255 $940,251 Exemption Value. $0 $0 $50,000
Assessed Value $1,153,080 $1,048,255 $853,921 Taxable Value $1,153,080 $1,048,255 $803,921
Regional
Benefits Information Exemption Value $0 $0 $50,000
Benefit Type 2017 2016 2015 Taxable Value $1,153,080 $1,048,255 $803,921
Save Our Homes Cap Assessment Reduction $86,330
Non-Homestead Cap Assessment Reduction $42,118
Sales Information
Homestead Exemption $25,000 Previous Sale Price OR Book-Page Qualification Description
Second Homestead Exemption $25,000 07/30/2015 $1,350,000 29720-1886 Qual by exam of deed
Note:Not all benefits are applicable to all Taxable Values(i.e.County, 03/01/2005 $1,190,000 23177-3727 Sales which are qualified
School Board,City, Regional). 07/01/1984 $212,500 12222-2962 Sales which are qualified
Short Legal Description
MIAMI SHORES SEC 4 AMD PB 15-14
LOTS 1 TO 4 INC&E1/2 LOT 5
BILK 101 e
LOT SIZE 227.000 X 130
OR 12222-2962-69 0784 1
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser
and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp
http://www.miamidade.gov/propertysearch/ 6/21/2017
1
Detail by Entity Name Page 1 of 2
" k
Florida Denaltment of State DvIE31ON Or COrRPORAT:C.INS
➢ i�
3 r
5!k' o
1
Department of State / Division of Corporations / Search Records / Detail By Document Number/
Detail by Entity Name
eC
Iorida,P,rofit.Corporation
AROL.INVEST USA, INC.
Filing Information
A
Document Number P14000015318
FEI/EIN Number 38-3924898
Date Filed 02/18/2014 1
State FL
Status ACTIVE
Principal Address
990 BISCAYNE BLVD
Suite 802, MB 17
MIAMI, FL 33132
Changed: 11/22/2016
Mailing Address
990 BISCAYNE BLVD
Suite 802, MB 17
MIAMI, FL 33132
Changed: 11/22/2016
Reqistered Agent Name&Address
FINLEY& BOLOGNA INTERNATIONAL
150 SE 2ND AVENUE, SUITE 1010
MIAMI, FL 33131
Name Changed: 03/26/2015
Officer/Director Detail
Name&Address
a
Title President,Treasurer, Secretary
VERLICCHI MARAZZI, EMANUELA
990 BISCAYNE BLVD
Suite 802, MB 17
MIAMI, FL 33132
1
Title VICE PRESIDENT
r
http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/21/2017
Detail by Entity Name Page 2 of 2
MARAZZI, CAROLINA
990 BISCAYNE BLVD.
SUITE 803, MB 18
MIAMI, FL 33132
Title Director,VP
—Bruzzi,.Marco
t 990 BISCAYNE BLVD
Suite 801, MB 16
MIAMI, FL 33132
Title Director,VP
Melotti, Monica
990 BISCAYNE BLVD
Suite 801, MB 16
MIAMI, FL 33132
Annual Reports
Report Year Filed Date
2016 04/25/2016
2016 05/27/2016
2017 04/23/2017
Document images
04:23.2017--ANNUAL REPORT View image in PDF format
1„1!22/1-116-,-,_AMIE—NDE-P NNU,F}1;;_F2EPORT View image in PDF format
11/16/2016--AMENDED ANNUAL REPORT View image in PDF format
05,•27/2016—AMENDED ANNUAL.REPORT View image in PDF format
04,'25/2016 -ANNUAL REPORT View image in PDF faunal
10/0812015--AMENDED ANNUAL REPOR fView image in PDF format
1(7/QfIZt3t5...-.-._F,t I,F;.NC)FD_ANN,U(i::_fiFPO ZT, View image in PDF fonnat
03120/2015--ANNUAL REPORT View Image in PDF fixinat
02i 18/2014--Domestic Profif View image in PDF format
I
Florid,Da t—t of$nle.C�i'...w..
http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/21/2017
G2 Consulting Group,lnc.
JOAQUIN MONTESINO, P.E
9725 SW 4 th TERR., Miami, Florida 33174
PH (786)2940032, Fax(786)2940032
Lic#69969,CA 25882
BY: JM DATE:5/31/17 SUBJECT:BRUZZI Res SHEET 1 OF4
CHECK BY:JM DATE5/31/17 Miami Shores , Florida
f ,
t
CALCULATION TITLE SHEET
r
Job Name : ROOF ALTERATION
N 2 2017
Y.
Client : Mr. BRUZZI
$
672 NE 98 th STREET.
MIAMI SHORES, FL,33138
Job Type : RESIDE IAL
Building Code : .F.B.C.-2014-5th Edition '" :
Building Dept : Miami Shores
JUX1; 1 „F� The undersigned hereby certifies that the enclosed structu 1
21 ga1,01calculations were prepared either by myself or under q*121�11///,/
supervision. For the computer runs, if any, input�h! \yam O V
and the output data analyzed and interprete# ip}��� , zt, •.�,V�,(�
manner prior preparation of the construe�to �doeu 44i1'sNS
MIAMI SHORES VILLAGE Therefore, I accept professional respons3il�it'�y for my �
interpretation of any computer outputs. Z > : No. 69969' O
r
Q
To
!(�
,� '
ONAL
G2 Consulting Group, Inc. Job: bruzzi
Joaquin Montesino, RE Sheet No: � of
9725 S.W.4 th TERR. Cal by: im Date:3/13/17
Miami, FL 33174 Check by: im_Date:3/13/17
LIC#69969, CA 25882
DESIGN STL BM W6X20
OL�= 10.5ft 30 d1:= 25psf 11:= 30psf
a:_ —ft "
2
w:= (dl + ll)•a
w= 825.lbf
ft
M := 1—w•L2
8
bending moment
M = 11.37•kip•ft
Mr:= 27kip•ft from aisc 9th edition page 2-13
shear strenght
VV L
Nw:= w•2
V=4.331-kip
Fy:= 36ksi
Fv:= 0.4-FY
F„= 14.4•ksi
V t:= .25in d:= 6in
fv:_ —
t•d
fv=2.888•ksi
Deflection
5•w•L
4 ES:= 29000ksi 1,,:= 41.4in4 '
384•ES•I10,
6= 0.188-in
L
Aall:= 240
Dall=0.525-in
JUN 2 1 2037
iUli"IUii SHORES VILLAGE
www.hilti.us Profis Anchor 2.7.3
Company: I G2 CONSULTING GROUP Page: 1
Specifier. Project BRUZZI Z
Address: Sub-Project I Pos.No.: l
Phone I Fax: 786-2940032 Date: 6/2/2017
E-Mail:
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ-CS 5/8(4) ,
Effective embedment depth: hef,.d=4.000 in.,h,,,,,,=4.438 in.
Material: Carbon Steel
Evaluation Service Report: ESR-1917 SAFE-ET
Issued I Valid: 6/1/2016 5/1/2017 !1
Proof: Design method ACI 318-111 Mech.
Stand-off installation: eb=0.000 in.(no stand-off);t=0.250 in.
Anchor plate: Ix x lY x t=12.000 in.x 16.750 in.x 0.250 in.;(Recommended plate thickness:not calculated
Profile: no profile
Base material: cracked concrete,3000,f, =3000 psi;h=8.000 in.
Installation: hammer drilled hole,Installation condition:Dry
Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present
edge reinforcement:none or<No.4 bar
j Geometry[in.]&Loading[lb,in.lb]
i
Z;
4
0
LIJ
p75
CD 5 a
LU
CD
o
F yy r
y
X
Input data and resutts must be checked for agreement with the existing conditions and for plausibilityl
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hild is a registered Trademark of Hith AG,Schaan
f
I
wwwAltims Profis Anchor 2.7.3
Company: G2 CONSULTING GROUP Page: 2
Specifier. Project: BRUZZI
Address: Sub-Project I Pos.No.:
Phone I Fax: 786-2940032 1 Date: 6/2/2017
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values pb] Utilization
Loading Proof Load Ca act
ension _ P N/PV[°16] Status
Shear - - 7920 10773 -/74 OK
Loading ON ov Utilization pn,v r/,] Status
Combined tension and shear loads _
Fastening meets the design criteria!
4 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of HIM products and are based on the principles,formulas and
security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly
complied with by the user. Ali figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using
the relevant Hilt!product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.
Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to
compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific
application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the
regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you-do not use
the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case
by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or
programs,arising from a culpable breach of duty by you.
JUN fI ; Af
kApA1i0�
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan